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920 Bayswater Avenue - B19-0051 (Vol 1)
`r • fie.. it- tamatm FOR CODE COMPLIANCE ABBREVIATIONS @ AT A.B. ANCHOR BOLT A.C. ASPHALTIC CONCRETE ACOUS. ACOUSTICAL ALT. ALTERNATE ACS. ACRES A.D. AREA DRAIN ALUM. ALUMINUM A.T. ASPHALT TILE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR A.F.S. ABOVE FINISH SURFACE BD. BOARD BLK BLOCK BLKG BLOCKING BM. BEAM BOT. BOTTOM BLDG. BUILDING BET. BETWEEN C L. CENTER LINE C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.I.P. CAST IRON PIPE CLG. CEILING CLO. CLOSET CLR. CLEAR C.O. CLEAN OUT COL. COLUMN COM. COMMON CONC. CONCRETE CONT. CONTINUOUS C.W. COLD WATER C.T. CERAMIC TILE C.YD. CUBIC YARD DET D.F. D.D. DIA. DWG D.S. D W. DR DIM DETAIL DRINKING FOUNTAIN DOOR DIMENSION DIAMETER DRAWING DOWN SPOUT DISHWASHER DOOR DIMENSION EA. EACH ELEC. ELECTRICAL ELEV. ELEVATION ENCL. ENCLOSURE EXH. EXHAUST EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR E.J. EXPANSION JOINT F.D. FLOOR DRAIN F.E.C. FIRE EXTINGUISHER CABINET F.G. FUEL GAS F.F. FINISH FLOOR F.H.C. FIRE HOSE CABINET FIN. FINSH F.J. FLOOR JOIST FLR. FLOOR FLRG. FLOORING FTG. FOOTING F.G. FIXED GLASS F.S. FLOOR SINK FLOUR F.O C. F.O.F. F.O.M. F.O.S. FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD GA. GAUGE GALV. GALVANIZED G.I. GALVANIZED IRON G.D. GARBAGE DISPOSAL GL. GLASS GR. GRADE GYP. BD. GYPSUM BOARD H.B. HOSE BIBE HWD HARD WOOD HGT HEIGHT H. PT. HIGH POINT HDR. HEADER HTR. HEATER H.W. HOT WATER HORIZ. HORIZONTAL H.C. HOLLOW CORE I.D. INSIDE DIAMETER INT. INTERIOR INSUL INSULATION INV. INVERT I.P.S. IRON PIPE SIZE I.I.C. IMPACT ISOLATION CLASS JAN. JANITOR JST. JOIST JT JOINT K.C. KEENE'S CEMENTS KIT. KITCHENN LAM. LAMINATED LAV. LAVATORY LGTH. LENGTH LKR LOCKER MIN. MINIMUM MAS. MASONRY MAX. MAXIMUM MECH. MECHANICAL MEMB. MEMBRANE MET. METAL M.H. MAN HOLE MISC. MISCELLANEOUS M.O. MASONRY OPENING M.R. MOISTURE RESISTANT MFG. MANUFACTURER N I C. NOT IN CONCRETE NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE OBSC. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF. OFFICE OPG. OPENING OV. OVEN O.F. OVER FLOW OPP. OPPOSITE PL. PROPERTY LINE/ PLATE PART'N PARTITION PLST PLASTER PLYWD PLYWOOD PR. PAIR P.L. PLASTIC LAMINATE R RISER RAD. RADIUS REINF. RESINFORCING RES. RESILIENT R.D. ROOF DRAIN RM. ROOM R.O. ROUGH OPENING REF. RERIGERATOR REQ'D REQUIRED S.A.F. SELF ADHERED FLASHING S.C. SOLID CORE SHT. SHEET SIM. SIMILAR SQ. SQUARE STD. STANDARD STL. STEEL S.S. STAINLESS STEEL SUSP. SUSPENDED SPECS. SPECIFICATIONS STOR. STORAGE S.T.C. SOUND TRANSMISSION CLASS S.F. SQUARE FOOT T TREAD TEL. TELEPHONE TERR. TERRAZZO T & G TONGUE AND GROOVE T.O.C. TOP OF CURB T.O.W. TOP OF WALL TYP. TYPICAL THRU THROUGH TEMP. TEMPERED T.O.P. TOP OF PARAPET T.O.PL TOP OF PLATE U. URINAL U.N.O. UNLESS NOTED OTHERWISE VERT. VEST. V.C.T. VERTICAL VESTIBULE VINYL COMPOSITE TILE W/ WITH W.B.M. WEATHER BARRIED MEMBRANE WAINS. WAINSCOT W.C. WATER CLOSET WD. WOOD. W.H. WATER HEATER WP. WATER PROOF SYMBOLS BAYSWATER 920 Bayswater Avenue Burlingame, CA 94010 FORE PROPERTY COMPANY /z/ 2X4 WOOD STUD WALL WALL TYPE 2X6 WOOD STUD WALL - CORRIDOR SECTION NO. SHEET NO. 2X6 PLATE W/ 2X4 WOOD STAGGERED STUD PARTY WALL 2X6 EXTERIOR WOOD STUD WALL 2X6 WOOD STUD WALL INTERIOR 3 5/8" METAL STUD 777 6" METAL STUD WALL METAL STUD WALL - UNIT INTERIOR PLUMBING/MECHANICAL FURRING /// .xi 1 UNIT INTERIOR PLUMBING/MECHANICAL FURRING - KITCHEN FIRE WALL CMU WALL SIZE PER STRUCTURAL CONCRETE WALL SIZE PER STRUCTURAL CONCRETE SHEAR WALL - BASEMENT LEVELS, REFER TO STRUCTURAL DWGS ------- PROPERTY LINE X X" SPOT ELEVATION DETAIL NO. SHEET NO. GRID NOTE STOREFRONT PER SCHEDULE DOOR PER SCHEDULE WINDOW PER SCHEDULE ll T STC 1t CLIENT INFORMATION FORE PROPERTY COMPANY / FORE GREEN DEVELOPMENT, LLC 18 PARK AVENUE LOS GATES, CA, 95030 (669) 271-8532 (408) 203-1892 Contact: MARK PILARCZYK mpilarczyk@foreproperty.com CONSULTANT INFORMATION architect WITHEE MALCOLM ARCHITECTS, LLP 2251 W. 190TH STREET TORRANCE, CA, 90504 (424) 266-6945 (310) 217-0425 Contact: MAURICIO MUNOZ soils engineer ENGEO 2010 CROW CANYON PLACE, SUITE 250 mmunoz@witheemalcolm corn SAN RAMON, CA, 94583 (925) 866-9000 (888) 279-2698 Contact: ERIC M. KIEFER civil engineer BKF 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA, 95112 (408) 467-9124 (408) 467-9199 Contact: RADWA SAKR structural engineer ekiefer@engeo.com GOUVIS ENGINEERING CONSULTING GROUP, INC 15 STUDEBAKER IRVINE, CA, 92618 (949) 752-1612 (949) 752-5321 Contact: DK EOSAKUL rsakr@bkf.com deosakul@gouvisgroup.com mechanical / plumbing engineer / energy T-24 AME DESIGN GROUP, INC. 2601 MAIN STREET SUITE 730 IRVINE, CA, 92614 (949) 553-0170 (949) 553-0171 Contact: GHASSAN SHREIM ghassan@amegroup.com electrical engineer NEDC, INC. 3103 FALCON STREET, SUITE J SAN DIEGO, CA, 92103 (619) 278-0076 (619) 278-0078 Contact: DAVID NUTTER These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards nor relieve the owner, design professional of record or contractor of compliance with applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. BUREAU VERITAS NORTH AMERICA, INC. david@nedinc.com leed / green consultant BRIGHT GREEN STRATEGIES, INC 820 DELAWARE STREET BERKELEY, CA, 94710 (510) 863-1109 (000) 000-000 Contact: SHARON BLOCK sharon@brightgreenstrategies.com landscape architect GATES + ASSOCIATES 2671 CROW CANYON RD. SAN RAMON, CA, 94583 (925) 736-8176 (000) 000-0000 Contact: DAVID GATES dry utilities E4 UTILITY DESIGN 324 AVENIDA DE LA ESTRELLA, STE. B SAN CLEMENTE, CA, 92672 (949) 582-2755 (000) 000-0000 Contact: ANN RIVERA david@dgates corn REVIEWED BURLINGAME BLDG DEPARTMENT This plan cneck shall not be construed to be a permit For, or and approval of any violat.on of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD IV ECTION REVIEWED g-__ /Z-20`( FILE COPY ann@e4design.com REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. VOLUME 1 OF 2 POI COMPLUANt3 WITH 1111"11".."1111110.4111.11* DIR. __ ELEEIA TCi.t90_ 10011E NIO I c* s* naJ�..s CotsA �#GT coos aN mesa a cIAmcAL COMM +>niea mIA 111111111116 coDw�sTRUt rt** L OW y If11liCAMOINIA MILDEW STANDARD, Coos lltCY amauA ME COWSR nest. Coos Plat review approval of documents does not �se ndr�snd� proceedto in violation anor local regulation. Ws DATE: I2- fr.sUEEAV VERITAS NORTH AMERICA, INC. deferred submittal: DEFERRED SUBMITTAL DOCUMENTS SHALL BE PREPARED UNDER THE DIRECTION OF THE CONTRACTOR AND SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT AND/OR ENGINEER. THE DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL THEN BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. FOLLOWING REVIEW BY THE DESIGN PROFESSIONAL, THE CONTRACTOR SHALL FORWARD THE DOCUMENTS TO THE CITY FOR REVIEW AND APPROVAL, WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. PLANS AND/OR CALCULATIONS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM 30 WORKING DAYS FOR INITIAL PLAN REVIEW. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECKER DIVISION PRIOR TO APPROVAL OF THE SUBMITTAL ITEMS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. PLANS FOR FIRE SPRINKLERS MUST BE SUBMITTED TO, AND APPROVED BY, FIRE PLAN CHECK BEFORE THIS EQUIPMENT IS INSTALLED. DEFERRED ITEMS A) NOT USED E) STAND PIPES B) ALARM NOTIFICATION SYTEM F) FIRE PROTECTION UNDERGROUND C) FIRE ALARM SYSTEM G) EMERGENCY RESPONDER RADIO D) FIRE SPRINKLER SYSTEM H) ROOF TIE -BACKS separate permit required DEMOLITION WORK FENCES GREATER THAN SIX (6) FEET HIGH SIGNS FIRE SPRINKLER SYSTEM SHORING NORTH architects, any unauthorized reuse of these plans other than for the project and location shown is prohibited job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A A n n Revision 2 - 3rd P.C. Submittal 06/07/2019 Revision 3 - 4th P.C. Submittal consultant: 09/09/2019 -44C owner w Q RECEIVED DEC 202019 BUILDING DEPT. CITY OF BURLINGAME 0 U w J LL cc w >-- co • N zo >- <Co O (3) Oo oui 0 c� C� 0 J N N I..L CO WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t 310.217.8885 f.310.217.0425 Co J 1 COVER SHEET SHEET TITLE SHEET No A000 4th P.C. SUBMITTAL 09/091?:`' 9 Plot Date 9/9/2019 9. 18 38 AM Local File C, iiJsers;rrriarinelarer.a Documents;B60 9_Corriposite_2019_RMarinelar=-na rvt Consultant File Background Info a) - job no. B6079 ABBREVIATIONS @ AT A.B. ANCHOR BOLT A.C. ASPHALTIC CONCRETE ACOUS. ACOUSTICAL ALT. ALTERNATE ACS. ACRES A.D. AREA DRAIN ALUM. ALUMINUM A.T. ASPHALT TILE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR A.F.S. ABOVE FINISH SURFACE BD. BOARD BLK BLOCK BLKG BLOCKING BM. BEAM BOT. BOTTOM BLDG. BUILDING BET. BETWEEN C.L. CENTER LINE C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.I.P. CAST IRON PIPE CLG. CEILING CLO. CLOSET CLR. CLEAR C.O. CLEAN OUT COL. COLUMN COM. COMMON CONC. CONCRETE CONT. CONTINUOUS C.W. COLD WATER C.T. CERAMIC TILE C.YD. CUBIC YARD DET DETAIL D.F. DRINKING FOUNTAIN D.D. DOOR DIMENSION DIA. DIAMETER DWG DRAWING D.S DOWN SPOUT D.W DISHWASHER DR. DOOR DIM. DIMENSION EA. EACH ELEC. ELECTRICAL ELEV. ELEVATION ENCL. ENCLOSURE EXH. EXHAUST EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR E.J. EXPANSION JOINT F.D. FLOOR DRAIN F.E.C. FIRE EXTINGUISHER CABINET F.G FU EL GAS F.F. FINISH FLOOR F.H.C. FIRE HOSE CABINET FIN. FINSH F J. FLOOR JOIST FLR. FLOOR FLRG. FLOORING FTG. FOOTING F.G FIXED GLASS F.S. FLOOR SINK FLOUR FLUORESCENT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD GA. GAUGE GALV. GALVANIZED G.I. GALVANIZED IRON G D. GARBAGE DISPOSAL G L. GLASS GR. GRADE GYP. BD. GYPSUM BOARD H.B HOSE BIBE HWD HARD WOOD HGT HEIGHT H. PT. HIGH POINT HDR. HEADER HTR. HEATER H.W. HOT WATER HORIZ. HORIZONTAL H.C. HOLLOW CORE I.D. INSIDE DIAMETER INT. INTERIOR INSUL INSULATION INV. INVERT I.P.S. IRON PIPE SIZE I.I.C. IMPACT ISOLATION CLASS JAN. JANITOR JST. JOIST JT. JOINT K.C. KEENE'S CEMENTS KIT. KITCHENN LAM. LAMINATED LAV. LAVATORY LGTH. LENGTH LKR LOCKER MIN. MINIMUM MAS. MASONRY MAX. MAXIMUM MECH. MECHANICAL MEMB. MEMBRANE MET. METAL M.H. MAN HOLE MISC. MISCELLANEOUS M.O. MASONRY OPENING M.R. MOISTURE RESISTANT MFG. MANUFACTURER N.I.C. NOT IN CONCRETE NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE OBSC. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF. OFFICE OPG. OPENING OV. OVEN O.F. OVER FLOW OPP. OPPOSITE PL. PROPERTY LINE/ PLATE PART'N PARTITION PLST PLASTER PLYWD PLYWOOD PR. PAIR P.L. PLASTIC LAMINATE R RISER RAD. RADIUS REINF. RESINFORCING RES. RESILIENT R.D. ROOF DRAIN RM. ROOM R.O. ROUGH OPENING REF. RERIGERATOR REQ'D REQUIRED S.A.F. SELF ADHERED FLASHING S C. SOLID CORE SHT. SHEET SIM. SIMILAR Q SQ. SQUARE STD. STANDARD STL. STEEL S.S. STAINLESS STEEL SUSP. SUSPENDED SPECS. SPECIFICATIONS STOR. STORAGE S.T.C. SOUND TRANSMISSION CLASS S.F. SQUARE FOOT T TREAD TEL. TELEPHONE TERR. TERRAZZO T & G TONGUE AND GROOVE T.O.C. TOP OF CURB T.O.W. TOP OF WALL TYP. TYPICAL THRU THROUGH TEMP. TEMPERED T.O.P. TOP OF PARAPET T.O.PL TOP OF PLATE U. URINAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VEST. VESTIBULE V.C.T. VINYL COMPOSITE TILE W/ WITH W.B.M. WEATHER BARRIED MEMBRANE WAINS. WAINSCOT W.C. WATER CLOSET WD. WOOD. W.H. WATER HEATER WP. WATER PROOF y y� rf• yy y 0 SYMBOLS :+f BAYSWATER 920 Bayswater Avenue Burlingame, CA 94010 FORE PROPERTY COMPANY • Y+v r t's'd'X ' ..:if } } f i� X�y1i• r�}••nri..r.•�fir.+r., 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL - CORRIDOR WALL TYPE SECTION NO. 2X6 PLATE W/ 2X4 WOOD SHEET NO. STAGGERED STUD PARTY WALL 2X6 EXTERIOR WOOD STUD WALL 2X6 WOOD STUD WALL INTERIOR 3 5/8" METAL STUD / 6" METAL STUD WALL METAL STUD WALL - UNIT INTERIOR PLUMBING/MECHANICAL FURRING UNIT INTERIOR PLUMBING/MECHANICAL FURRING - KITCHEN FIRE WALL N\\\ CMU WALL, SIZE PER STRUCTURAL CONCRETE WALL, SIZE PER STRUCTURAL CONCRETE SHEAR WALL - BASEMENT LEVELS REFER TO STRUCTURAL DWGS ------- PROPERTY LINE X X" SPOT ELEVATION DETAIL NO. SHEET NO. GRID NOTE STOREFRONT SF PER SCHEDULE DOOR PER SCHEDULE WINDOW PER SCHEDULE 1i STC 1t T hNe f%Y Yff�f 40 ir, M)F24X � 3y 1��i� Fr' • veljP V4 /r!'/r/r ff.f:f,e CLIENT INFORMATION .&.A.: t�ir�rrir ....: . :•• .ff.:•, •rr f•M r/} / v T%ni /, <•'•::::: }J% •�//ice/if : y < • • : ;::• :•:i 1. / i• :�1•j:�•r'i�}:}:/i}%%f./.. ' r ... :: r r ....:.:•::•'%'{l!r`}}}//.'ifrf::'�:::'i, FORE PROPERTY COMPANY / FORE GREEN DEVELOPMENT, LLC 18 PARK AVENUE LOS GATOS, CA, 95030 (669) 271-8532 (408) 203-1892 Contact: MARK PILARCZYK mpilarczyk@foreproperty.com CONSULTANT INFORMATION architect WITHEE MALCOLM ARCHITECTS, LLP 2251 W 190TH STREET TORRANCE, CA, 90504 (424) 266-6945 (310) 217-0425 Contact: MAURICIO MUNOZ mmunoz@witheemalcolm.com soils engineer ENGEO 2010 CROW CANYON PLACE, SUITE 250 SAN RAMON, CA, 94583 (925) 866-9000 (888) 279-2698 Contact ERIC M. KIEFER civil engineer BKF 1730 N. FIRST STREET SUITE 600 ekiefer@engeo corn SAN JOSE, CA, 95112 (408) 467-9124 (408) 467-9199 Contact: RADWA SAKR rsakr@bkf.com structural engineer GOUVIS ENGINEERING CONSULTING GROUP, INC. 15 STUDEBAKER IRVINE, CA, 92618 (949) 752-1612 (949) 752-5321 Contact: DK EOSAKUL deosakul@gouvisgroup.com mechanical / plumbing engineer / energy T-24 AME DESIGN GROUP, INC. 2601 MAIN STREET SUITE 730 IRVINE, CA, 92614 (949) 553-0170 (949) 553-0171 Contact GHASSAN SHREW ghassan@amegroup corn to.f- +„f,,, < N, ; f IiiiiiiiIM * , ����. J f� i ixJJf++ r • + L •r'y,.{:ir/.+J• ,.f � J f+» } J•yi:fix: ff electrical engineer NEDC, INC. 3103 FALCON STREET, SUITE J SAN DIEGO, CA, 92103 (619) 278-0076 (619) 278-0078 Contact: DAVID NUTTER leed / green consultant david@nedinc.com BRIGHT GREEN STRATEGIES, INC. 820 DELAWARE STREET BERKELEY, CA, 94710 (510) 863-1109 (000) 000-000 Contact: SHARON BLOCK sharon@brightgreenstrategies.com landscape architect GATES + ASSOCIATES 2671 CROW CANYON RD. SAN RAMON, CA, 94583 (925) 736-8176 (000) 000-0000 Contact DAVID GATES dry utilities E4 UTILITY DESIGN 324 AVENIDA DE LA ESTRELLA, STE. B SAN CLEMENTE, CA, 92672 david@dgates.com (949) 582-2755 (000) 000-0000 Contact: ANN RIVERA ann@e4design.com REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. VOLUME 2 OF 2 ;1tf .yam •vr 4 L�\ f .. , J f rfr .y. hJ rf deferred submittal: DEFERRED SUBMITTAL DOCUMENTS SHALL BE PREPARED UNDER THE DIRECTION OF THE CONTRACTOR AND SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT AND/OR ENGINEER. THE DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL THEN BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. FOLLOWING REVIEW BY THE DESIGN PROFESSIONAL, THE CONTRACTOR SHALL FORWARD THE DOCUMENTS TO THE CITY FOR REVIEW AND APPROVAL, WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. PLANS AND/OR CALCULATIONS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM 30 WORKING DAYS FOR INITIAL PLAN REVIEW. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECKER DIVISION PRIOR TO APPROVAL OF THE SUBMITTAL ITEMS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. PLANS FOR FIRE SPRINKLERS MUST BE SUBMITTED TO, AND APPROVED BY, FIRE PLAN CHECK BEFORE THIS EQUIPMENT IS INSTALLED. DEFERRED ITEMS A) NOT USED E) STAND PIPES B) ALARM NOTIFICATION SYTEM F) FIRE PROTECTION UNDERGROUND C) FIRE ALARM SYSTEM G) EMERGENCY RESPONDER RADIO D) FIRE SPRINKLER SYSTEM H) ROOF TIE -BACKS separate permit required DEMOLITION WORK FENCES GREATER THAN SIX (6) FEET HIGH SIGNS FIRE SPRINKLER SYSTEM SHORING NORTH • drawn r 0 a () • 2nd Plan Check Submittal 04/12/2019 n 3rd Plan Check Submittal 06/07/2019 0 S 4th Plan Check Submittal 09/09/2019 co (t5 a) submittal 0 a) 1st Plan Check Submittal 02/05/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 3A Revision 3 - 4th P.C. Submittal 09/09/2019 L / 0 a) O a) N consultant: N 0 (U C C co U a) U owner: 0 0 C / Vrn/ Vl (2a) (n U a) L a X L a a) o) U 0 a) 7,5 O a a) c-) -do (ti a) a) 45 O L a (n a) a) z >-- a_ 0 0 a_ >-- cc O d cc 0 u_ WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 COVER SHEET SHEET TITLE (U O C SHEET No -o (U A000 4th P.C. SUBMITTAL 09/09/2019 Plot Date 919/20:9 9 18 38 AM Local File C tiJser°_,rrna.:nelar..na Docurn nts\\B6079_: ompo' ite_2019_RMarir;elart_na r 4 Consultant File Background Info INTERIOR DESIGN • LANDSCAPE 4 ELECTRICAL 4 ARCH ITECTU RAlContinued 4 4 4 ARCHITECTURAL m job no. B6079 drawn SHEET NUMBER SHEET NAME 10-Interior Design ID-1.01 COVER SHEET ID-1.02 GENERAL NOTES ID-2.01 b PARTIAL FIRST FLOOR CONSTRUCTION PLAN - B ID-3.01 PARTIAL FIRST FLOOR POWER & COMMUNICATION PLAN ID-4.00 OVERALL FIRST FLOOR REFLECTED CEILING PLANS ID-4.01a PARTIAL FIRST FLOOR REFLECED CEIING PLAN ID-4.01b PARTIAL FIRST FLOOR REFLECTED CEILING PLAN ID-5.00 OVERALL FIRST FLOOR FINISH PLAN ID-5.01a PARTIAL FIRST FLOOR FINISH PLAN -a ID-5.01b PARTIAL FIRST FLOOR FINISH PLAN-b ID-06.01 ENLARGED FIRE PLACE PLAN ID-06.02 ENLARGED CLUB ROOM KITCHEN PLAN ID-06.03 ENLARGED MILLWORK PLANS & ELEVATIONS ID-11.00 ENLARGED PLANS & INTERIOR ELEVATIONS ID-12.01 FINISH DETAILS SHEET TOTAL:: 15 SHEET NUMBER SHEET NAME 07-Landscape L0.1 COVER SHEET L0.2 LAYOUT NOTES & LEGENDS L0.3 PLANTING NOTES, LIST & LEGEND L1,1 LAYOUT PLAN L1.2 DIMENSION PLAN L1.3 LAYOUT PLAN - ROOF L1.4 DIMENSION PLAN - ROOF L2.1 GRADING PLAN L2.2 GRADING PLAN L2.3 GRADING PLAN - ROOF L3.1 PLANTING PLAN L3.2 PLANTING PLAN L3.3 PLANTING PLAN - ROOF L4.1 HYDROZONE PLAN L4.2 HYDROZONE PLAN L4.3 HYDROZONE PLAN - ROOF L5.1 IRRIGATION PLAN L5.2 IRRIGATION PLAN L5.3 IRRIGATION PLAN - ROOF L5.4 IRRIGATION NOTES & LEGEND L5.5 IRRIGATION DETAILS L5.6 IRRIGATION DETAILS L5.7 IRRIGATION DETAILS L5.8 IRRIGATION DETAILS L6.01 PLANTING DETAILS (ON GRADE) L6.02 PAVING DETAILS (ON GRADE) L6.03 FENCING DETAILS (ON GRADE) L6.10 PLANTER DETAILS (ON PODIUM) L6.11 PLANTING DETAILS (ON PODIUM) L6.12 PAVING DETAILS (ON PODIUM) L6.13 FENCING DETAILS (ON PODIUM) L6.14 AMENITIES DETAILS (ON PODIUM) L6.15 SHADE STRUCTURE (ON ROOF PODIUM) L6.20 PLANTING DETAILS (ON ROOF DECK) L6.21 AMENITIES DETAILS (ON ROOF DECK) L6.22 SHADE STRUCTURE DETAILS (ON ROOF DECK) L6.23 SHADE STRUCTURE DETAILS SHEET TOTAL: 37 THE LANDSCAPE DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP. THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. UTILITY SHEET NUMBER SHEET NAME 08-Utility DU-1 CONCEPTUAL UTILITY SHEET TOTAL:: 1 THE UTILITY DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP. THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. SHEET NUMBER PLUMBING SHEET NAME 06-Plumbing PO.0 PLUMBING LEAD SHEET PO.1 PLUMBING CACULATING PO.2 PLUMBING EQUIPMENT, MATERIAL, AND FIXTURE SCHEDULE P0.3 PLUMBING DETAILS PO.4 PLUMBING DETAILS PO.5 PLUMBING DETAILS P200a PARTIAL BASEMENT P2 PLUMBING PLAN P200b PARTIAL BASEMENT P2 PLUMBING PLAN P201a PARTIAL BASEMENT P1 PLUMBING PLAN (WATER AND GAS) P201b PARTIAL BASEMENT P1 PLUMBING PLAN (WATER AND GAS) P202a PARTIAL BASEMENT P1 PLUMBING PLAN (WASTE, VENT AND STORM DRAIN) P202b PARTIAL BASEMENT P1 PLUMBING PLAN (WASTE, VENT AND STORM DRAIN) P211a PARTIAL FIRST FLOOR PLUMBING PLAN P211b PARTIAL FIRST FLOOR PLUMBING PLAN P221a PARTIAL SECOND FLOOR PLUMBING PLAN P221b PARTIAL SECOND FLOOR PLUMBING PLAN P231a PARTIAL THIRD FLOOR PLUMBING PLAN P231b PARTIAL THIRD FLOOR PLUMBING PLAN P241a PARTIAL FOURTH FLOOR PLUMBING PLAN P241b PARTIAL FOURTH FLOOR PLUMBING PLAN P251a PARTIAL ROOF PLUMBING PLAN P251b PARTIAL ROOF PLUMBING PLAN P501 ENLARGED UNIT PLUMBING PLAN P502 ENLARGED UNIT PLUMBING PLAN P503 ENLARGED UNIT PLUMBING PLAN P504 ENLARGED UNIT PLUMBING PLAN P505 ENLARGED UNIT PLUMBING PLAN P601 COLD WATER RISER DIAGRAMS P602 COLD WATER RISER DIAGRAMS P603 COLD WATER RISER DIAGRAMS P604 COLD WATER RISER DIAGRAMS P605 COLD WATER RISER DIAGRAMS P606 COLD WATER RISER DIAGRAMS P607 COLD WATER RISER DIAGRAMS P611 HOT WATER RISER DIAGRAMS P612 HOT WATER RISER DIAGRAMS P613 HOT WATER RISER DIAGRAMS P614 HOT WATER RISER DIAGRAMS P615 HOT WATER RISER DIAGRAMS P616 HOT WATER RISER DIAGRAMS P621 WASTE AND VENT RISER DIAGRAMS P622 WASTE AND VENT RISER DIAGRAMS P623 WASTE AND VENT RISER DIAGRAMS P624 WASTE AND VENT RISER DIAGRAMS P625 WASTE AND VENT RISER DIAGRAMS P626 WASTE AND VENT RISER DIAGRAMS P627 WASTE AND VENT RISER DIAGRAMS P628 WASTE AND VENT RISER DIAGRAMS P629 WASTE AND VENT RISER DIAGRAMS P630 WASTE AND VENT RISER DIAGRAMS P631 WASTE AND VENT RISER DIAGRAMS P632 WASTE AND VENT RISER DIAGRAMS P633 WASTE AND VENT RISER DIAGRAMS P641 GAS RISER DIAGRAMS SHEET TOTAL: 54 THE PLUMBING DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. SHEET NUMBER SHEET NAME 05-Electrical E0.1 SCHEDULES LEGEND AND GEN NOTES E0.2 LUMINAIRIES SCHEDULES AND DETAILS E0.3 ELECTRICAL NOTES AND DETAILS E0.4 ELECTRICAL RISER DIAGRAM E1.0 SITEPLAN El.OPH PHOTOMETRIC SITE PLAN El .CS SITE PLAN LIGHTING CUT SHEETS E2.0 P2 OVERALL PLAN E2.0PH P2 OVERALL PHOTOMETRIC PLAN E2.1 P1 OVERALL PLAN E2.1PH P1 OVERALL PHOTOMETRIC PLAN E2.2 1ST LEVEL OVERALL PLAN E2.3 2ND LEVEL OVERALL PLAN E2.4 3RD LEVEL OVERALL PLAN E2.5 4TH LEVEL OVERALL PLAN E2.6 ROOF OVERALL PLAN E2.7 ENLARGED ELECTRICAL ROOM DETAIL PLAN E2.8 ENLARGED ELECTRICAL ROOM DETAIL PLAN E2.8B ELECTRICAL UNDERGROUND UTILITY DETAILS E2.9 ENLARGED COMMUNITY/OFFICE PLAN E3.0 TYP. UNIT PLAN E3.1 TYP. UNIT PLAN E3.2 TYP. UNIT PLAN E3.3 TYP. UNIT PLAN E3.4 TYP. UNIT PLAN E3.5 TYP. UNIT PLAN E3.6 TYP. UNIT PLAN E3.7 TYP. UNIT PLAN E3.8 TYP. UNIT PLAN E3.9 TYP. UNIT PLAN E3.10 TYP. UNIT PLAN E3.11 TYP. UNIT PLAN E3.12 TYP. UNIT PLAN E3.13 TYP. UNIT PLAN E3.14 TYP. UNIT PLAN E4.00A ELECTRICAL SINGLE LINE DIAGRAM E4.00B ELECTRICAL METER ELEVATIONS E4.01A ELECTRICAL SINGLE LINE DIAGRAM E4.01 B ELECTRICAL METER ELEVATIONS E4.02 SCHEDULES E4.03 SCHEDULES E5.00 ELETRICAL T-24 SCHEDULES E5.01 ELETRICAL T-24 SCHEDULES E5.02 ELETRICAL T-24 SCHEDULES E5.03 ELETRICAL T-24 SCHEDULES LV0.1 LOW VOLTAGE RISER DIAGRAM LV2.0 LOW VOLTAGE P2 PLAN LV2.1 LOW VOLTAGE P1 PLAN LV2.2 LOW VOLTAGE 1ST FLR PLAN LV2.3 LOW VOLTAGE 2ND FLR PLAN LV2.4 LOW VOLTAGE 3RD FLR PLAN LV2.5 LOW VOLTAGE 4TH FLR PLAN LV2.6 LOW VOLTAGE OVER ROOF PLAN LV2.7 LOW VOLTAGE ENLARGED ELECT. ROOM PLAN LV2.8 LOW VOLTAGE COMMUNITY & OFFICES PLAN LV3.0 LOW VOLTAGE TYP UNIT PLAN LV3.1 LOW VOLTAGE TYP UNIT PLAN LV3.2 LOW VOLTAGE TYP UNIT PLAN LV3.3 LOW VOLTAGE TYP UNIT PLAN LV3.4 LOW VOLTAGE TYP UNIT PLAN LV3.5 LOW VOLTAGE TYP UNIT PLAN LV3.6 LOW VOLTAGE TYP UNIT PLAN LV3.7 LOW VOLTAGE TYP UNIT PLAN LV3.8 LOW VOLTAGE TYP UNIT PLAN LV3.9 LOW VOLTAGE TYP UNIT PLAN LV3.10 LOW VOLTAGE TYP UNIT PLAN LV3.11 LOW VOLTAGE TYP UNIT PLAN LV3.12 LOW VOLTAGE TYP UNIT PLAN LV3.13 LOW VOLTAGE TYP UNIT PLAN LV3.14 LOW VOLTAGE TYP UNIT PLAN SHEET TOTAL: 70 THE ELECTRICAL DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP. THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. MECHANICAL SHEET NUMBER SHEET NAME 04-Mechanical M000 MECHANICAL LEAD SHEET M010 MECHANICAL EQUIPMENT SCHEDULES M011 MECHANICAL EQUIPMENT SCHEDULES M020 MECHANICAL DETAILS M021 MECHANICAL DETAILS M022 MECHANICAL DETAILS M101A MECHANICAL BASEMENT P2 FLOOR PLAN M101B MECHANICAL BASEMENT P2 FLOOR PLAN M102A MECHANICAL BASEMENT P1 FLOOR PLAN M102B MECHANICAL BASEMENT P1 FLOOR PLAN M211A MECHANICAL FIRST FLOOR PLAN - SEGMENT A M211 B MECHANICAL FIRST FLOOR PLAN - SEGMENT B M221A MECHANICAL SECOND FLOOR PLAN - SEGMENT A M221B MECHANICAL SECOND FLOOR PLAN - SEGMENT B M231A MECHANICAL THIRD FLOOR PLAN - SEGMENT A M231B MECHANICAL THIRD FLOOR PLAN - SEGMENT B M241A MECHANICAL FOURTH FLOOR PLAN - SEGMENT A M241B MECHANICAL FOURTH FLOOR PLAN - SEGMENT B M251A MECHANICAL ROOF PLAN - SEGMENT A M251 B MECHANICAL ROOF PLAN - SEGMENT B M501 MECHANICAL ENLARGED UNIT PLANS M502 MECHANICAL ENLARGED UNIT PLANS M503 MECHANICAL ENLARGED UNIT PLANS M504 MECHANICAL ENLARGED UNIT PLANS M505 MECHANICAL ENLARGED UNIT PLANS M506 MECHANICAL ENLARGED UNIT PLANS M541 MECHANICAL ENLARGED COMMUNITY BUIDLING PLAN SHEET TOTAL: 27 THE MECHANICAL DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP. THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. SHEET NUMBER TITLE 24 SHEET NAME 09-T24 TO1 TITLE 24 COMPLIANCE T02 TITLE 24 COMPLIANCE T03 TITLE 24 COMPLIANCE T04 TITLE 24 COMPLIANCE T05 TITLE 24 COMPLIANCE T06 TITLE 24 COMPLIANCE T07 TITLE 24 COMPLIANCE T08 TITLE 24 COMPLIANCE T09 TITLE 24 COMPLIANCE T10 TITLE 24 COMPLIANCE T11 TITLE 24 COMPLIANCE SHEET TOTAL: 11 SHEET NUMBER SHEET NAME A833 ROOF - PARAPETS & MISC. - TPO A834 ROOF - SHINGLE A835 ROOF - PEDESTAL & MISC. ROOF DETAILS A841 ELEVATOR A842 ELEVATOR . A843 STAIR - GENERAL A844 STAIRS - STEEL STRINGERS AND PRECAST A845 STAIRS - WOOD STRINGERS AND WOOD TREADS A846 TRASH CHUTE DETAILS A851 GUARDRAIL DETAILS A852 WOOD PATIO FENCE A853 WOOD PATIO FENCE A854 WOOD TRELLIS DETAILS A861 EXTERIOR - STUCCO, VENEER AND SIDING A862 EXTERIOR - STUCCO -VENEER - SIDING A863 EXTERIOR - PODIUM - WALL BASE A864 EXTERIOR - MISCELLANEOUS A866 EXTERIOR - VENTILATION SHAFTS SECTIONS, DETAIL & COURTYARD RAMP SECTIONS A881 INTERIOR - MISCELLANEOUS A882 INTERIOR - MISCELLANEOUS SHEET TOTAL: 155 CIVIL SHEET NUMBER SHEET NAME 01-Civil C1.0 TITLE SHEET C1.1 CONSTRUCTION GENERAL NOTES C2.0 EXISTING CONDITIONS C3.0 DEMOLITION PLAN C4.0 SITE PLAN C5.0 GRADING & DRAINAGE PLAN C6.0 UTILITY PLAN C7.0 STORMWATER MANAGEMENT PLAN C8.0 STORMWATER CHECKLIST C9.0 EROSION CONTROL PLAN C10.0 EROSION CONTROL DETAILS C11.0 BEST MANAGEMENT PRACTICES C12.0 CONSTRUCTION DETAILS C12.1 CONSTRUCTION DETAILS C12.2 CONSTRUCTION DETAILS C13.0 UTIILITY PROFILES C14.0 STREET UTILITY PROFILES SHEET TOTAL: 17 THE CIVIL DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP. THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. STRUCTURAL SHEET NUMBER SHEET NAME 02-Structural-Concrete SN-1A GENERAL NOTES & REQUIREMENTS SN-1B GENERAL NOTES & REQUIREMENTS SN-1C SPECIAL INSPECTIONS SC-200 MAT P2 FOUNDATION PLAN - OVERALL SC-201A MAT P2 FOUNDATION PLAN - AREA A SC-202A MAT P2 FOUNDATION PLAN - ADD'L. REINF - N/S DIRECTION - AREA A SC-203A MAT P2 FOUNDATION PLAN - ADD'L. REINF - E/W DIRECTION - AREA A SC-201 B MAT P2 FOUNDATION PLAN - AREA B SC-202B MAT P2 FOUNDATION PLAN - ADD'L. REINF - N/S DIRECTION - AREA B SC-203B MAT P2 FOUNDATION PLAN - ADD'L. REINF - ENV DIRECTION - AREA B SC-210 P1 SLAB PLAN - OVERALL SC-211A P1 SLAB PLAN - AREA A SC-212A P1 SLAB PLAN - ADD'L. - REINF - N/S DIRECTION - AREA A SC-213A B1 SLAB PLAN - ADD'L. - REINF - ENV DIRECTION - AREA A SC-211B P1 SLAB PLAN - AREA B SC-212B P1 SLAB PLAN - ADD'L. REINF - N/S DIRECTION - AREA B SC-213B P1 SLAB PLAN - ADD'L. REINF - ENV DIRECTION - AREA B SC-220 POST -TENSION PODIUM SLAB PLAN - OVERALL SC-224 POST -TENSION PODIUM SLAB PLAN - BANDED OVERALL SC-225 POST -TENSION PODIUM SLAB PLAN - DISTRIBUTED OVERALL SC-221A POST -TENSION PODIUM SLAB PLAN - AREA A SC-222A POST -TENSION PODIUM SLAB PLAN ADD'L REINF - N/S DIRECTION- AREA A SC-223A POST -TENSION PODIUM SLAB PLAN - ADD'L REINF - ENV DIRECTION- AREA A SC-224A POST -TENSION PODIUM SLAB PLAN - BANDED - AREA A SC-225A POST -TENSION PODIUM SLAB PLAN - DISTRIBUTED - AREA A SC-221 B POST -TENSION PODIUM SLAB PLAN - AREA B SC-222B POST -TENSION PODIUM SLAB PLAN - ADD'L REINF - N/S DIRECTION - AREA B SC-223B POST -TENSION PODIUM SLAB PLAN - ADD'L REINF - ENV DIRECTION- AREA B SC-224B POST -TENSION PODIUM SLAB PLAN - BANDED - AREA B SC-225B POST -TENSION PODIUM SLAB PLAN - DISTRIBUTED - AREA B SC-311 STRUCTURAL CONCRETE DETAILS SC-312 STRUCTURAL CONCRETE DETAILS SC-313 STRUCTURAL CONCRETE DETAILS SC-314 STRUCTURAL CONCRETE DETAILS SC-315 STRUCTURAL CONCRETE DETAILS SC-316 STRUCTURAL CONCRETE DETAILS SC-317 STRUCTURAL CONCRETE DETAILS SC-321 STRUCTURAL CONCRETE DETAILS SC-322 STRUCTURAL CONCRETE DETAILS SC-323 STRUCTURAL CONCRETE DETAILS SC-324 STRUCTURAL CONCRETE DETAILS SC-331 POST -TENSIONED DETAILS SC-332 POST -TENSIONED DETAILS SC-333 POST -TENSIONED DETAILS 02-Structural-Wood SN-2 STRUCTURAL DETAILS & NOTES SN-3 STRUCTURAL DETAILS & NOTES S-1.1 OVERALL TOP OF SLAB PLAN S-1.1A TOP OF SLAB PLAN - BUILDING 1 S-1.1 B TOP OF SLAB PLAN - BUILDING 2 S-1.1 C TOP OF SLAB PLAN - BUILDING 3 AREA A S-1.1D TOP OF SLAB PLAN - BUILDING 3 AREA B S-1.2 OVERALL 2ND FLOOR FRAMING PLAN S-1.2A 2ND FLOOR FRAMING PLAN - BUILDING 1 S-1.2B 2ND FLOOR FRAMING PLAN - BUILDING 2 S-1.2C 2ND FLOOR FRAMING PLAN - BUILDING 3 AREA A S-1.2D 2ND FLOOR FRAMING PLAN - BUILDING 3 AREA B S-1.3 OVERALL 3RD FLOOR FRAMING PLAN S-1.3A 3RD FLOOR FRAMING PLAN - BUILDING 1 S-1.3B 3RD FLOOR FRAMING PLAN - BUILDING 2 S-1.3C 3RD FLOOR FRAMING PLAN - BUILDING 3 AREA A S-1.3D 3RD FLOOR FRAMING PLAN - BUILDING 3 AREA B S-1.4 OVERALL 4TH FLOOR FRAMING PLAN S-1.4A 4TH FLOOR FRAMING PLAN - BUILDING 1 S-1.4B 4TH FLOOR FRAMING PLAN - BUILDING 2 S-1.4C 4TH FLOOR FRAMING PLAN - BUILDING 3 AREA A S-1.4D 4TH FLOOR FRAMING PLAN - BUILDING 3 AREA B S-1.5 OVERALL ROOF FRAMING PLAN S-1.5A ROOF FRAMING PLAN - BUILDING 1 S-1.5B ROOF FRAMING PLAN - BUILDING 2 S-1.5C ROOF FRAMING PLAN - BUILDING 3 AREA A S-1.5D ROOF FRAMING PLAN - BUILDING 3 AREA B SD-1 STRUCTURAL FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS & NOTES SD-3 STRUCTURAL DETAILS SD-4 STRUCTURAL DETAILS SHEET TOTAL: 75 THE STRUCTURAL DRAWINGS AND CALCULATIONS ACCOMPANYING THESE DRAWINGS HAVE NOT BEEN PREPARED BY, OR UNDER THE DIRECTION OF, THE WITHEE MALCOLM ARCHITECTS, LLP. THE WITHEE MALCOLM ARCHITECTS, LLP THEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS OR CORRECTNESS OF THESE DRAWINGS. SHEET NUMBER SHEET NAME 03-Architectural A000 COVER SHEET A002 PROJECT SHEET INDEX A020 PROJECT INFORMATION A021 BUILDING AREA ANALYSIS A022 EGRESS A026 ROOF PLAN HEIGHT EXHIBIT A027 OPENING CALCULATIONS A031 CONDITIONS OF APPROVAL A041 CBC 11A DIV I & DIV II SITE ACCESSIBILITY NOTES A042 CBC 11A DIV I & DIV II SITE ACCESSIBILITY NOTES - Cont A043 CBC 11A DIV. III BUILDING FEATURES A044 CBC 11A DIV. III BUILDING FEATURES - Cont A045 CBC 11A DIV. III Common use A046 CBC 11A DIV. III Common use - Cont A047 CBC 11A DIV. IV DWELLING UNIT FEATURES A048 CBC 11A DIV.V COMMON EXT. & INT. FEATURES A049 CBC 11A DIV.V COMMON EXT. & INT. FEATURES - CONT A051 ACCESSIBILITY NOTES - CBC 11 B A052 ACCESSIBILITY NOTES - CBC 11 B A053 ACCESSIBILITY NOTES - CBC 11 B A054 ACCESSIBILITY DETAILS A055 CBC 11A DIVISION IV - KITCHEN & BATHROOM ACCESSIBILITY A061 2016 Cal Green Notes - Residential A062 2016 Cal Green Checklist - Residential A063 2016 Cal Green Checklist - Residential A064 2016 CaI Green Notes - Non -Residential A065 2016 CaI Green Checklist - Non -Residential A066 2016 Cal Green Checklist - Non -Residential A067 2016 Cal Green Checklist - Non -Residential A071 GENERAL CONSTRUCTION/MATERIAL SPECIFICATIONS A081 LEED checklist A091 ACOUSTICAL REPORT A100 OVERALL SITE PLAN A100-F FIRE DEPARTMENT ACCESS PLAN A101 OVERALL BASEMENT P2 FLOOR PLAN A102 OVERALL BASEMENT P1 FLOOR PLAN A110 OVERALL FIRST FLOOR SLAB PLAN & SECOND FLOOR GARAGE ENTRY SLAB PLAN A111 OVERALL FIRST FLOOR PLAN A112 OVERALL SECOND FLOOR PLAN A113 OVERALL THIRD FLOOR PLAN A114 OVERALL FOURTH FLOOR PLAN A116 OVERALL ROOF PLAN A200a PARTIAL BASEMENT P2 FLOOR PLAN - A A200b PARTIAL BASEMENT P2 FLOOR PLAN - B A201a PARTIAL BASEMENT P1 FLOOR PLAN - A A201b PARTIAL BASEMENT P1 FLOOR PLAN - B A210a PARTIAL FIRST FLOOR SLAB PLAN - A A210b PARTIAL FIRST FLOOR SLAB PLAN - B A211a PARTIAL FIRST FLOOR PLAN - A A211b PARTIAL FIRST FLOOR PLAN - B A221a PARTIAL SECOND FLOOR PLAN - A A221b PARTIAL SECOND FLOOR PLAN - B A231a PARTIAL THIRD FLOOR PLAN - A A231b PARTIAL THIRD FLOOR PLAN - B A241 a PARTIAL FOURTH FLOOR PLAN - A A241b PARTIAL FOURTH FLOOR PLAN - B A251 a PARTIAL ROOF PLAN - A A251b PARTIAL ROOF PLAN - B A261a PARTIAL ENLARGED BUILDING PLANS A261b PARTIAL ENLARGED BUILDING PLANS A261c PARTIAL ENLARGED BUILDING PLANS A261d PARTIAL ENLARGED BUILDING PLANS A261e PARTIAL ENLARGED BUILDING PLANS A261f PARTIAL ENLARGED BUILDING PLANS A261g PARTIAL ENLARGED BUILDING PLANS A300 OVERALL EXTERIOR BUILDING ELEVATIONS A311 SOUTH-WEST / SIDE / MYRTLE ROAD BUILDING ELEVATION A312 SOUTH-EAST/BAYSWATER AVE. & NORTH-WEST/REAR BUILDING ELEVATIONS A313 NORTH-EAST / SIDE BUILDING ELEVATION A321 OVERALL BUILDING SECTIONS / ELEVATIONS A322 ENLARGED BUILDING SECTIONS / ELEVATIONS A323 ENLARGED BUILDING SECTIONS / ELEVATIONS A324 ENLARGED BUILDING SECTIONS / ELEVATIONS A325 ENLARGED BUILDING SECTIONS / ELEVATIONS A411 BUILDING DOOR SCHEDULE / UNIT DOOR SCHEDULE A412 BUILDING DOOR SCHEDULE / UNIT DOOR SCHEDULE A421 WINDOW SCHEDULE / STOREFRONT SCHEDULE A431 FINISH SCHEDULE A500 TYPICAL KITCHEN & BATHROOM INFORMATION A501 UNIT S1 - PLANS / INTERIOR ELEVATIONS A502 UNIT S2 - PLANS / INTERIOR ELEVATIONS A511 UNIT Al - PLANS / INTERIOR ELEVATIONS A512 UNIT A2 - PLANS / INTERIOR ELEVATIONS A513 UNIT A3 - PLANS / INTERIOR ELEVATIONS A514 UNIT A4 - PLANS / INTERIOR ELEVATIONS A521 UNIT B1 - PLANS / INTERIOR ELEVATIONS A522 UNIT B2 - PLANS / INTERIOR ELEVATIONS A523 UNIT B3 - PLANS / INTERIOR ELEVATIONS A524 UNIT B4 - PLANS / INTERIOR ELEVATIONS A525 UNIT B5 - PLANS / INTERIOR ELEVATIONS A526 UNIT B6 - PLANS / INTERIOR ELEVATIONS A531 UNIT Cl - PLANS / INTERIOR ELEVATIONS A532 UNIT C2 - PLANS / INTERIOR ELEVATIONS A533 UNIT C3 - PLANS / INTERIOR ELEVATIONS A541 COMMUNITY CENTER - ENLARGED PLAN A542 COMMUNITY CENTER RCP A543 COMMUNITY CENTER - INTERIOR ELEVATIONS A611 STAIR #1 PLANS AND SECTION A621 STAIR #2 PLANS AND SECTION A631 STAIR #3 PLANS AND SECTION A641 STAIR #4, #5, #6 PLANS AND SECTIONS A651 ELEVATOR #1 PLANS AND SECTION A652 ELEVATOR #2 / LOBBY #2 / MAIL ROOM PLAN & SECTIONS A661 TRASH ROOM PLANS AND SECTIONS A711 WALL SECTIONS - A712 WALL SECTIONS A713 WALL SECTIONS A714 WALL SECTIONS A715 WALL SECTIONS A716 WALL SECTIONS A717 WALL SECTIONS A718 WALL SECTIONS A719 WALL SECTIONS A801 GARAGE AND SITE A802 GARAGE A803 SUB-T WATERPROOFING A810-A FIRE RATED PENETRATIONS A810-B FIRE RATED PENETRATIONS A810-C FIRE RATED PENETRATIONS A810-D FIRE RATED PENETRATIONS A810-E FIRE RATED PENETRATIONS A811 1-HR FIRE ASSEMBLY - GENERAL DETAILS AND NOTES A812 1-HR FIRE ASSEMBLY - FLOOR/CEILING & ROOF/CEILING A813 1-HR FIRE ASSEMBLY - WALL A814 1-HR FIRE ASSEMBLY - WALL SECTIONS A816 2-Hr Fire Assembly - Main A817 2-HR FIRE ASSEMBLY - WALL SECTIONS A818 2-HR FIRE ASSEMBLY - FIREWALL A821 WINDOW FLASHING A822 WINDOWS A824 STOREFRONT & INTERIOR ALUM. WINDOWS A825 DOOR - CMU AND THRESHOLD A826 DOOR - JAMB -HEAD AND INTERIOR A831 ROOF - TPO A832 ROOF - DRAINAGE AND EQUIPMENT - TPO REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, hall 2 a .N submittal c 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal n 3rd Plan Check Submittal oc 4th Plan Check Submittal ro c8 m 0 a / \ N L. cr3 O / \ N n O / \ N 5th Plan Check Submittal 04/12/2019 06/07/2019 09/09/2019 10/22/2019 revision date -c 0 Da) consultant: N L 0 L C D a C (0 U' 0) owner: (0 (0 v7 O C 0 .0) 0. C a N N a N N a N O a N Q co co a N U L co ro N N a O L a N U X N ct5 L Q N 4 N a ct5 c SHEET TITLE ct1 0) c 0) .(75 N u) >- ZQ < C) o_ <a) O o >- 0 0 o cc cn cc (7) WCC co O a No. C-9049 SHEET No 75U E (3 MCO CD C o � CD W m WITHEE MALCOLM ARCHITECTS, LLP 6 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 PROJECT SHEET INDEX A002 5th P.C. SUBMITTAL 10/22/2019 Plot Date: 12/16/2019 11:14:44 AM Local File: C:\Users\rmarinelarena\Documents\B6079_Composite_2019_RMarinelarena.rut Consultant File Background Info: UNIT SUMMARY BUILDING CODE ANALYSIS: PROJECT LOCATION: -0 job no. a) B6079 /1\ UNIT ID TYPE NO. PROVIDED NET AREA GROSS AREA COMMENTS A-1 48 651 SF 704 SF 1 BED / 1 BATH A-2 3 673 SF 742 SF 1 BED / 1 BATH A-3 3 781 SF 850 SF 1 BED / 1 BATH A-4 1 745 SF 805 SF 1 BED / 1 BATH B-1 18 978 SF 1039 SF 2 BED / 2 BATH B-2 3 991 SF 1083 SF 2 BED / 2 BATH B-3 3 910 SF 966 SF 2 BED / 2 BATH B-4 5 831 SF 880 SF 2 BED / 2 BATH B-5 1 1149SF 1223SF 2BED /2BATH B-6 1 1062 SF 1143 SF 2 BED / 2 BATH C-1 8 1238 SF 1344 SF 3 BED / 2 BATH C-2 1 1201 SF 1279 SF 3 BED / 2 BATH C-3 4 977 SF 1054 SF 3 BED / 2 BATH S-1 26 475 SF 511 SF STUDIO / 1 BATH S-2 3 485 SF 523 SF STUDIO / 1 BATH 128 UNIT SUMMARY AT FIRST FLOOR - PODIUM UNIT TYPE NO. PROVIDED COMMENTS Al 11 1 BED - 1 BATH A2 1 1 BED - 1 BATH A3 1 1 BED - 1 BATH B1 5 2 BED - 2 BATH Cl 2 3BED-2BATH C3 1 3 BED - 2 BATH S1 7 STUDIO - 1 BATH S2 1 STUDIO - 1 BATH TOTAL 29 UNIT SUMMARY AT SECOND FLOOR UNIT TYPE NO. PROVIDED COMMENTS Al 14 1 BED - 1 BATH A2 1 1 BED - 1 BATH A3 1 1 BED - 1 BATH B1 6 2 BED - 2 BATH B2 1 2 BED - 2 BATH Cl 2 3BED-2BATH C3 1 3 BED - 2 BATH S1 9 STUDIO - 1 BATH S2 1 STUDIO - 1 BATH TOTAL 36 UNIT SUMMARY AT THIRD FLOOR UNIT TYPE NO. PROVIDED COMMENTS Al 14 1 BED - 1 BATH A2 1 1 BED - 1 BATH A3 1 1 BED - 1 BATH B1 6 2 BED - 2 BATH B2 1 2 BED - 2 BATH Cl 2 3BED-2BATH C3 1 3 BED - 2 BATH S1 9 STUDIO - 1 BATH S2 1 STUDIO - 1 BATH TOTAL 36 UNIT SUMMARY AT FOURTH FLOOR UNIT TYPE NO. PROVIDED COMMENTS Al 9 1 BED - 1 BATH A4 1 1 BED - 1 BATH B1 1 2 BED - 2 BATH B2 1 2 BED - 2 BATH B3 3 2 BED - 2 BATH B4 5 2 BED - 2 BATH B5 1 2 BED - 2 BATH B6 1 2 BED - 2 BATH Cl 2 3 BED - 2 BATH C2 1 3 BED - 2 BATH C3 1 3 BED - 2 BATH S1 1 STUDIO - 1 BATH TOTAL 36 PARKING SCHEDULE LEVEL DESCRIRTION STALL TYPE PARKING SIZE PROVIDED VISITOR BASEMENT P1 VISITOR BASEMENT P1 EV VISITOR EV -HCVAN BASEMENT P1 VISITOR HC BASEMENT P1 VISITOR STANDARD 9'-0" X 20'-0" 1 9'-0" X 20'-0" 9'-0" X 20'-0" 9'-0" X 20'-0" 1 1 9 VISITOR: 12 RESIDENT 12 BASEMENT P1 RESIDENT EV 9'-0" X 20'-0" 4 BASEMENT P2 RESIDENT EV 9'-0" X 20'-0" 2 BASEMENT P1 RESIDENT EVCS 9'-0" X 20'-0" 1 BASEMENT P2 RESIDENT EVCS 9'-0" X 20'-0" 2 BASEMENT P1 RESIDENT EVCS - VAN 9'-0" X 20'-0" 1 BASEMENT P1 RESIDENT HC 9'-0" X 20'-0" 2 BASEMENT P1 RESIDENT HC VAN 9'-0" X 20'-0" 1 BASEMENT P1 RESIDENT STANDARD 9`-0" X 20'-0" 72 BASEMENT P2 RESIDENT STANDARD 9'-0" X 20'-0" 87 RESIDENT: 172 GRAND TOTAL: 184 EVCS PARKING STALLS EV PARKING STALLS - FUTURE 172 184 GOVERNING CODES 2016 PART 1, CALIFORNIA ADMINISTRATION CODE (CAC) 2016 PART 2, CALIFORNIA BUILDING CODE (CBC) 2016 PART 2.5, CALIFORNIA BUILDING CODE (CBC) 2016 PART 3, CALIFORNIA ELECTRICAL CODE (CEC) 2016 PART 4, CALIFORNIA MECHANICAL CODE (CMC) 2016 PART 5, CALIFORNIA PLUMBING CODE (CPC) 2016 PART 9, CALIFORNIA FIRE CODE (CFC) 2016 CALIFORNIA GREEN BUILDING CODE (CGBC) ACCESSIBILITY REQUIREMENTS - INTERIOR ROUTES OF TRAVEL TO COMPLY WITH CBC 1119A AND 1121A AND 1130A - ALL R-2 UNITS ARE ADAPTABLE TO BE MADE ACCESSIBLE PER CBC 1102A 1 - ALL RESIDENTIAL UNIT KITCHENS TO COMPLY WITH CBC 1133A - ALL RESIDENTIAL UNIT BATHING AND TOILET FACILITIES TO COMPLY WITH CBC 1134A - WHERE TWO BATHROOMS ARE PROVIDED, BATHROOMS TO COMPLY WITH 1134A 2 - OPTION 2 OCCUPANCY R-2: RESIDENTIAL UNITS A-3: RECREATION ROOM, AMENITIES B: LEASING OFFICE S-2: PARKING GARAGE OCCUPANCY SEPARATION PER SECTION 508.2.4 - ACCESSORY OCCUPANCIES LOBBY ACCESSORY TO S2: NON RATED TOTAL AREA OF S2 = 42,246 S.F. x 10% = 4,224. LOBBY AREA: 290 S.F. < 4, 224 (COMPLIES) TYPE OF CONSTRUCTION TYPE IA - FULLY SPRINKLERED (NFPA 13 SYSTEM) PARKING GARAGE LEVELS TYPE VA - FULLY SPRINKLERED (NFPA 13 SYSTEM) LEVELS 1 THROUGH 4 IN COMPLIANCE W/ CBC SECTION (903.3.1.1). SPRINKLER SYSTEM TO INCLUDE ATTIC PROTECTION. QUICK RESPONSE SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE W/ CBC SECTION (903.3.2) IN ALL DWELLING UNITS NOTE: BUILDINGS SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA (907.2.9) EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72. SPECIAL PROVISIONS: PER 510.2 THE TYPE IA SHALL BE CONSIDERED AS A SEPARATE AND DISTINCT BUILDING FROM THE UPPER TYPE VA FLOORS FOR THE PURPOSE OF DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF NUMBER OF STORIES AND TYPE OF CONSTRUCTION MAX ALLOWABLE HEIGHT & STORIES HEIGHT ALLOWED R-2: 70 FEET* HEIGHT PROVIDED R-2: 46 FEET (COMPLIES) GRADE PLANE CALCULATION: • BUILDING HEIGHT IS CALCULATED FROM THE AVERAGE PROPOSED TOP OF CURB ELEVATION ALONG BAYSWATER AVENUE BETWEEN THE LIMITS OF THE BUILDING FOOTPRINT. • AVERAGE TOP CURB = 29.71' + 29.23' = 29.47' HEIGHT ALLOWED S2: UNLIMITED * TABULAR HEIGHT PER CBC TABLE 504.3 (SPRINKLERED WITH AREA INCREASE) STORIES ALLOWED R-2: 4 STORIES** STORIES PROVIDED R-2: 4 STORIES (COMPLIES) STORIES ALLOWED S2: UNLIMITED * *TABULAR HEIGHT PER CBC TABLE 504.4 (SPRINKLERED WITH AREA INCREASE) PARKING REQUIRED 29 STUDIO UNITS -1 SPACE x DWELLING UNIT = 29 SPACES 55 1BR UNITS -1 SPACE x DWELLING UNIT = 55 SPACES 31 2BR UNITS - 2 SPACES x DWELING UNIT = 62 SPACES 13 3BR UNITS - 2 SPACES x DWELLING UNIT = 23 SPACES TOTAL NUMBER OF RESIDENTIAL SPACES REQUIRED: 172 TOTAL NUMBER OF RESIDENTIAL SPACES PROVIDED: 172 VISITOR PARKING PROVIDED: 12 TOTAL PARKING PROVIDED: 184 ACCESSIBLE PARKING 2% OF 172 RESIDENTIAL SPACES= 2.94 REQUIRED: 3 SPACES PROVIDED: 3 HC SPACES (INCLUDES 1 REQUIRED HC VAN) 5% OF 12 VISITOR SPACES=.6 REQUIRED: 1 SPACES PROVIDED: 1 HC SPACES (INCLUDES 1 REQUIRED HC VAN) EV PARKING 3% OF 172 RESIDENTIAL SPACES= 5.16 REQUIRED: 6 EV SPACES PROVIDED: 6 EV SPACES 3% OF 12 VISITOR SPACES=.36 REQUIRED: 1 EV SPACES PROVIDED: 1 EV SPACES APN: 029-235-160, 029-235-170, 029-235-180, 029-235-190, 029-235-200, 029-235-210, 029-235-220 PROJECT ADDRESS: 920 BAYSWATER AVENUE, BURLINGAME, CA 94010 LEGAL DESCRIPTION: LEGAL DESCRIPTION (PTR--1) REAL PROPERTY IN THE CITY OF BURLINGAME, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOTS 17, 18, 19, 21 AND 22, BLOCK 20, AS DESIGNATED ON THAT CERTAIN MAP ENTITLED, "LYON & HOAG SUBDIVISION OF THE TOWN OF BURLINGAME, SAN MATEO COUNTY, CALIFORNIA", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA ON JULY 16, 1906 IN BOOK B OF ORIGINAL MAPS AT PAGE 20 AND COPIED INTO BOOK 4 OF MAPS AT PAGE 26. LEGAL DESCRIPTION (PTR--2) REAL PROPERTY IN THE CITY OF BURLINGAME, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 1 IN BLOCK 20 AS SHOWN ON THE MAP ENTITLED, "LYON & HOAG SUBDIVISION OF THE TOWN OF BURLINGAME", FILED IN THE OFFICE OF THE RECORDER OF SAN MATEO COUNTY, CALIFORNIA ON JULY 16, 1906 IN BOOK 4 OF MAPS AT PAGE 26. LEGAL DESCRIPTION (PTR--3) REAL PROPERTY IN THE CITY OF BURLINGAME, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 20, BLOCK 20, AS DESIGNATED ON THE MAP ENTITLED "LYON & HOAG SUBDIVISION OF THE TOWN OF BURLINGAME", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA, ON JULY 16, 1906 IN BOOK "B" OF MAPS AT PAGE 20, AND A COPY ENTERED IN BOOK 4 OF MAPS AT PAGE 26. LEGAL DESCRIPTION (PTR--4) REAL PROPERTY IN THE CITY OF BURLINGAME, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THE SOUTHERLY 33 FEET, 4 INCHES, FRONT AND REAR MEASUREMENTS OF LOT 16 IN BLOCK 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED "LYON & HOAG SUBDIVISION OF THE TOWN OF BURLINGAME", FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA, ON JULY 16, 1906 IN BOOK "B" OF MAPS AT PAGE(S) 20 AND COPIED INTO BOOK 4 OF MAPS AT PAGE 26. PROJECT DESCRIPTION 100% PRIVATELY FUNDED MULTI -FAMILY RESIDENTIAL DEVELOPMENT CONSISTING OF 128 RESIDENTIAL APARTMENT UNITS. THE PROJECT USES CBC SECTION 510.2 WITH 4 LEVELS OF TYPE VA RESIDENTIAL UNITS OVER 2 LEVELS OF TYPE IA SUBTERRANEAN PARKING (186 STALLS) ON AN APPROXIMATELY 1.2 ACRE SITE PROJECT SUMMARY AND ZONING INFORMATION USE: MYRTLE ROAD MIXED USE & RESIDENTIAL (MMU & R3 ) LOT SIZE: 1.2 ACRES (53,012 S. F.) BUILDING AREA: RESIDENTIAL 130,160 S.F., PARKING 91,626 S.F. DENSITY: 128 UNITS/1.2 ACRES = 106.66 FLOOR AREA RATIO (F.A.R.): TOTAL FLOOR AREA / LOT AREA 130,160 S.F. / 53,012 = 2.45 F.A.R MAXIMUM BUILDING HEIGHT: BUILDING SETBACKS: MMU ZONE: (MEASURED FROM AVERAGE TOP OF CURB) MMU ZONE 46' R3 ZONE 46' REQUIRED PROVIDED (FROM PROPERTY LINE) FRONT (BAYSWATER AVENUE) 10'-0" 10'-0" SIDE (NORTHEAST) 9'-6" 9'-6" SIDE (MYRTLE ROAD) 0' 2'-0" TO 7'-6" REAR (NORTHWEST) 20'-0" 20'-0" R3 ZONE: FRONT (BAYSWATER AVENUE) SIDE (NORTHEAST) REAR (NORTHWEST) OPEN SPACE SUMMARY: LEASING AND MAIL: GYM: COMMUNITY ROOM: ROOF DECK: COURTYARD: TOTAL: 1,240 SF 1,300 SF 1,060 SF 4.000 SF 12,500 SF 20,100 SF 15'-0" 9'-6" 20'-0" 15'-0" 9'-6" 20'-0" REVIEWED FOR CODE COMPUANCL 1 EC 19 2O1 BUREAU YERITAS NORTH r�ML drawn 0 a submittal c 1st Plan Check Submittal 2nd Plan Check Submittal w 3rd Plan Check Submittal 0 4th Plan Check Submittal co revision date o Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 02/05/2019 04/12/2019 06/07/2019 09/09/2019 2 7V A 0 U) consultant: N 0 cU C a C co U a) oowner: CCI oc 0 a a a) La_ a) a) CC w CD ›- CO O 0 a)U (iS a E > (13 CO — CV C3) m >— Zc) Lci), „(`') OU ocr; 0 i178 o W ° J CC 0 S) cu Y O I,Tto WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 PROJECT INFORMATION SHEET TITLE SHEET No A020 Plot Date: 919/2019 9:20:32 AM Local File: : User: ;rmarincalarena,Doct_;$ ent BCv79_0:5mpo: ite_2019_F?Marir,caiaren%3.ryt Consultant File Background Info: 4th P.C. SUBMITTAL 09/09/2019 CBC 202 DEFINITION: AREA. BUILDING. The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above. MAX ALLOWABLE AREA PER GARAGE: COMPLIES job no. B6079 drawn submittal 4,r r �i./9• %fi•••• %f 2 41 S • G; 4TH FLOOR SCALE 1/32" = 1'-0" I 3RD FLOOR SCALE. 1/32" = 1'-0" [i c //r.'%/f• //r ' f 'lii 2ND FLOOR . M. 17114 SF ,e,/(AY.e.• i ' r // ,,,i.0.044: ,....:, / ...,„ ,:.,..:.:.,, , /4.-/ . A ,,7, ., .,„5„...4.,A.... „.i,:. „....„:„ , -:.;, f.,/,/, .. yy..4ft 7 /7! w,-. (//g,, ,,„ /-70/. //, r i . ///%/ f %/ F • %%� I, ����•• �rff!!!4 %: % //r 1 ,fr: /./ • / 4$. r / ///k...,:- / ,,••/• rr Fg %/ rr•r //iS`• . r ;� ur�ir / � yf r% r .�F de..•::::::::::./ /2.; f•://:. rrr Fr F 717 % // /.A,,/ , . �4 ! %% .fry" '�/i! ref%/' /% „ ,,,, /,;., ,� // r ., f ......7 %// !//!fA•% fJJ%ff%rr+%ue/. +;J%::r:r%'!' r;I `r%rr,%' ff F;'+% ff %/1'/%r/'%/%/%%/ f /, r///'%orf �/ / 11 off 7 A Piiizi? if i Al:?::',',. :• / 1 M 1 '• /T:1: / f // frr, r / r' %Jf'''srer / !t7fJJ 7/4// r F: x r r' fear '/'r' r r rr 7 • • {f/}Jd� rrTrtlf • 1ST FLOOR SCALE: 1/32" = 1'-0" I • Basement GARAGE P1 SCALE: 1/32" = 1'-0" : • • • • • • • • • • • FRONTAGE 138 Eft h • • If=[f/p-025]W/30=031, 031 X 12000 = 3 720SF F 557' P 992' W 30' BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING A WIDTH OF 30' OR MORE GARAGE 42622 SF v...:: :<• • . •.. •r4•.::h:: ' • - ..:::k; i::•:i.:i:...• SUBTERRANEA GARAGE 42246 SF • • • 11. MAIL 284 SF PET GROOM 113 SF OFFICE 111 SF BLDG. ID Level Name TYPE/ TOTAL ALLOWABLE OCC AREA Area COMPLIES SUBTERRANEAN BASEMENT P2 SUBTERRANEAN GARAGE SUBTERRANEAN BASEMENT P1 SUBTERRANEAN GARAGE S-2 S-2 UNLIMITED UNLIMITED 42246 SF 42622 SF YES YES MAX ALLOWABLE AREA PER FLOOR: BLDG 1 AND 3 506.2.3 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS: 506.2.3 Single -occupancy, multistory buildings. The allowable area of a single -occupancy building with more than one story above grade plane shall be determined in accordance with Equation 5-2: where: Aa = Allowable area (square feet). At = Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2. NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered). If, = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. Sa = For other than Group A, E, FI, /, L and R occupancies, high-rise buildings, and other applications listed in Section 1 11 regulated by the Office of the State Fire Marshal, actual number of building stories above grade plane, not to exceed three For Group A, E, H, I, L and R occupancies, high-rise buildings, and other applications listed in Section 1.11 regulated by the Office of the State Fire Marshal, actual number of building stories above grade plane, not to exceed two. No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of Sa = 1 84868 SF COMPLIES BLDG. ID Level Name OCC AREA PER TABLE 506.2 area NS AREA STORIES ALLOWED *TOTAL ALLOWABLE AREA Area COMPLIES BLDG. 1 1ST FLOOR PET GROOM VA-B 36000 SF 12000 SF 2 72000 SF 113 SF YES BLDG. 1 1ST FLOOR MAIL VA-A-3 36000 SF 12000 SF 2 72000 SF 284 SF YES BLDG. 1 1ST FLOOR OFFICE VA-R2 36000 SF 12000 SF 2 72000 SF 111 SF YES MAX ALLOWABLE AREA DETERMINATION: 4-STORY, SINGLE -USE OCCUPANCY PER CBC 506 2 3 ALLOWABLE AREA (Aa) =72000 SF Yes /iv * Accessory storage space not classified as a hazardous occupancy, 99 square feet for residents per floor. The aggregate area is less than 10% of total areas of that floor therefore areas comply as accessory occupancies per Section 311.1.1 and 508.2. ACCESSORY OCCUPANCY CALCS - FIRST FLOOR TOTAL AREA OF FIRST FLOOR BLDG. ID BLDG. 1 BLDG. 1 BLDG. 1 NAME OF AREA OFFICE PET GROOM MAIL BLDG. 1 VA-R2 A-3 ACCESSORY TO MAIN OCC Yes Yes Yes VA-R2 Yes AREA PROVIDED 111 SF 113 SF 284 SF 8119 SF TOTAL AREA OF ACCESSORY OCCUPANCIES ON FIRST FLOOR 8627 SF BLDG. ID NAME OF AREA ACCESSORY TO MAIN OCC AREA PROVIDED BLDG. 1 BLDG. 1 BLDG. 1 OFFICE PET GROOM MAIL VA-R2 Yes 111 SF A-3 Yes Yes 113 SF 284 SF TOTAL AREA OF ACCESSORY OCCUPANCIES ON FIRST FLOOR IS LESS THAN 10% OF TOTAL AREA OF FIRST FLOOR THEREFORE AREAS COMPLY AS ACCESSORY OCCUPANICES 508 SF COMPLIES BLDG. ID Level Name OCC AREA PER TABLE 506.2 area NS AREA *TOTAL STORIES ALLOWABLE ALLOWED AREA Area COMPLIES BLDG. 3 BLDG. 3 1ST FLOOR 2ND FLOOR BLDG. 3 BLDG. 3 3RD FLOOR 4TH FLOOR VA-R2 36000 SF 12000 SF 2 72000 SF 5011 SF YES VA-R2 36000 SF 12000 SF 2 72000 SF 5011 SF YES VA-R2 36000 SF 12000 SF 2 72000 SF 2415 SF YES MAX ALLOWABLE AREA DETERMINATION 4-STORY, SINGLE -USE OCCUPANCY PER CBC 506 2 3 ALLOWABLE AREA (Aa)=72000 SF MAX ALLOWABLE AREA PER FLOOR: BLDG 2 17448 SF Yes COMPLIES 506.2.4 MIXED -OCCUPANCY, MULTISTORY BUILDINGS. Each story of a mixed -occupancy building with more than one story above grade plane shall individually comply with the applicable requirements of Section 508.1. For buildings with more than three stories above grade plane, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories, determined in accordance with Equation 5-3 based on the applicable provisions of Section508 1, shall not exceed three, provided the aggregate sum of the ratios for portions of mixed -occupancy, multistory buildings containing A, E, H, I, L and R occupancies, high-rise buildings, and other applications listed in Section 1.11 regulated by the Office of the State Eire Marshal, including any other associated non -separated occupancies, shall not exceed two. where: Aa = Allowable area (square feet). At = Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2 NS = Tabular allowable area factor in accordance with Table 506.2 for a nonspnnklered building (regardless of whether the building is sprinklered). If, = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. BLDG. ID LEVEL NAME OCC AREA PER TABLE 506.2 area 1 *TOTAL FRONTAGE ALLOWABLE INCREASE NS AREA AREA AREA RATIO COMPLIES BLDG. 2 BLDG. 2 BLDG. 2 BLDG. 2 BLDG. 2 BLDG. 2 1ST FLOOR 1ST FLOOR 1ST FLOOR 1ST FLOOR 1ST FLOOR 2ND FLOOR GYM LEASING COMMUNITY ROOM VA-R2 VA-A-3 VA-R2 VA-B VA-A-3 36000 SF 0.31 0.31 0.31 11500 SF 36000 SF 54000 SF 11500 SF 0.31 0.31 12000 SF 11500 SF 12000 SF 39720 SF 5242 SF 15065 SF 1207 SF 0.13 YES 0.08 YES 18000 SF 11500 SF 39720 SF 59580 15065 SF VA-R2 36000 SF 0.31 12000 SF 39720 SF 9125 SF 1634 SF 904 SF 18505 SF BLDG. 2 BLDG. 2 3RD FLOOR 4TH FLOOR VA-R2 36000 SF 0.31 12000 SF VA-R2 36000 SF 0.31 12000 SF 39720 SF 39720 SF 0.22 0.02 YES YES 0.06 YES 0.46 YES 18505 SF 17114 SF 0.46 YES 0.43 YES MAX ALLOWABLE AREA DETERMINATION- 4-STORY, MIXED -USE OCCUPANCY PER CBC 506 2 4 72237 SF 2>1.9 YES * Accessory storage space not classified as a hazardous occupancy, 99 square feet for residents per floor. The aggregate area is less than 10% of total areas of that floor therefore areas comply as accessory occupancies per Section 311.1.1 and 508.2. REVIEWED FOR CODE COMPLIANCE BUREAU VERITAS NORTH AMERICA. INC, -o co 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 w consultant: 03 -S owner: co and shall not a architects cf) co CO C3) FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217 0425 18 Park Avenue, Los Gatos, CA 95030 BUILDING AREA ANALYSIS SHEET TITLE A021 Plot Date 9/9/2019 9 21 06 AM Local File C. UsersArrnarinelarena\Douttnents\B6079_CompoiAtrk_2019_F-?I'vlarinelarena rvt Consultant File Background Info Basement GARAGE P2 1) SHEET No 4th P.C. SUBMITTAL 09/09/2019 EGRESS SCHEDULE job no. B607 • EGRESS AND OCCUPANCY LEGEND OCCUPANCY TYPE AREA OF SPACE # OF OCCUPANTS OCCUPANT LOAD FACTOR PER CBC 1004 12 ASSUMED PROPERTY LINE MAXIMUM TRAVEL DISTANCE (10172) R2 = 250' MAX A-3 = 250MAX S-2 = 400' MAX B = 200' MAX x'J COMMON PATH OF EGRESS TRAVEL (1006 2 1) R-2 = 125' MAX S-2 = 100' MAX B = 100' MAX A-3 = 75 MAX MAX OCCUPANT LOAD AT EXIT ROOF • r ri ROOF DECK 1 A3 555-SF IS 39 ROOF DECK 3 A3 342-SF 15 23 ROOF DECK 2 A3 1511-SF 15 105 J • STAIR Et 1 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 83 EXIT WIDTH REQUIRED PER CBC 1005 3 1 B3x 0 3 = 24 9. EXIT WIDTH PROVIDED 44. (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 83x 0 2 ••• 16 6. DOOR WIDTH PROVIDED 36' 2 I • • R2 2352-SF 12 • 14( 4•64(mv4444:::::: ML• /44(.5:: .L4 -t-THRFIREWALL 200 r 1 4TH FLOOR RESIGENTAL sf R2 200 3165-SE IS STAIR $81 - COUPLES MAX OCC LOAD PROVIDED AT THIS LEVEL 40 EXIT WIDTH REQUIRED PER CBC 1005 3 1 40x0 3=12' EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 40x0 2=8" DOOR WIDTH PROVIDED 36. 11) STAIR * 2 COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 04 EXIT WIDTH REQUIRED PER CBC 1005 3 1 84x 0 3 25 2' EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 a-0,02=16r DOOR WIDTH PROVIDED 36' MAXIMUM Dar ACCESS TRAVEL DISTANCE FOR R/A OCCUPANCY PER CBC 1017 2 250' \ (7) • ES -DENTAL R2 200 1932 SF 10 STAIR 712 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 40 EXIT WID11-1 REQUIRED PER CRC 1005 3 1 413x 0 3 = 12' EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 40x 0 2 = 8. DOOR WIDTH PROVIDED 36. STAIR # 3 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 40 EXIT WIDTH REQUIRED PER CBC 1005 3 1 40x 0 3-4 12' EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CSC 1005 3 2 4050 2.5. DOOR WIDTH PROVIDED 36' s RE&DENTIAL • R2 200 • , RF:4•Etilfitis • 996-SF 5 R2 XIS L ir4.14494,4•174196449.- 1332-SF IS MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR R/A OCCUPANCY PER CBC 1017 2 250' ,• RF,S4DENTAL , A 52 1122352-SF 200 " 42412 .4**314<*sW4r. - - - • •-f• • , • - 43 EDENTN, R2 4018SE 200 20 3RD FLOOR AS 200 4019-SF 20 mow R2 200 . • • n52-SF 12 N.•• • ••••.: z RittEtatc R2 200 • 3155-SF It STAIR X1 - COMPLIES MAX OCC LOAD PROVDED A T THIS LEVEL 44 EXIT WIDTH REQUIRED PER CBC 1005 3 1 46x 03=13 2. EXIT WIDTH PROVIDED 44. (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 44x 0 2 = 8 8. DOOR WIDTH PROVIDED 361 2ND FLOOR I .. 1444(9)4448494494**4: 1ST FLOOR STAIR #1 COMPLIES 1.4AX OCC LOAD PROVIDED AT TT-1IS LEVEL 44 EXIT WIDTH REOUIRED PER CBC 1005 3 I 4490 3 = 13 2" EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 4450 2 -•• 18 DOOR WIDTH PROVIDED 36' 1643-SF STAIR 11 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 31 EXIT WIDTH REQUIRED PER CBC 1005 3 1 312 03=9 3. EXIT WIDTH PROVIDED 44. (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 31x 0 2 = 6 2. DOOR WIDTH PROVIDED 36 Al • STAIR *3 - COMPLIES MAX OCC LOAD PROVIDED AT Ti-IS LEVEL 45 EXIT WIDTH REQUIRED PER CBC 1005 3 I 453 0 3 = 13 5' EXIT WIDTH PROVIDED 44" (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 45x 0 2 x 91 DOOR WIDTH PROVIDED 361 RES:DENTAL ' R2 536-SE 5 STAIR X 2 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 45 EXIT W1011-I REQUEED PER CBC 1005 3 1 4610 3=135' EXIT WIDTH PROVIDED 44. (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 4500 2 = 9' DOOR WIDTH PROVIDED 36' R.2 290 1932-SF 10 MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR R/A OCCUPANCY PER CBC 1017 2 250' VP) STAIR *3 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 45 EXIT WIDTH REQUIRED PER CBC 1005 3 1 45803=13 5. EXIT WIDTH PROVIDED 44• (BETWEEN STRINGERSI DOOR WIDTH REQUIRED PER CBC 1005 3 2 45x 2 = 9' DOOR WIDTH PROVIDED 36' MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR R/A OCCUPANCY PER 22",8224 ---,AT RESCeiTAL • R2 200 tJENTAL I932-SF 10 STAIR* 2 COMPLIES mAX OCC LOAD PROVIDED AT THIS LEVEL 45 EXIT WIDTH REQUIRED PER CBC 1005 3 1 459 0 3=135' EXIT WIDTH PROVIDED 44. (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 4500 2 = 9" DOOR WIDTH PROVIDED 36. • CBC 1017 2: 250 MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR R/A OCCUPANCY PER CBC 1017 2 250' 1207 SF 50 24 r. wink wii".• 12 215 ESSE ' STAIR ft 2 COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 34 EXIT WIDTH REQUIRED PER CBC 1005 3 1 340 0 3 = 10 21 EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 3400 2=681 DOOR WIDTH PROVIDED 361 STAIR X 3 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 34 EXIT WIDTH REQUIRED PER CBC 1005 3 1 3400 3=10 2- EXIT MOTH PROVIDED 44. (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 34/(02=68. DOOR WIDTH PROVIDED M. 52 200 996- sF fr 02 200 19,302 S MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR R/A OCCUPANCY PER CBC 1017 2 250' • 03 .44),144.1 • 4 ••••••-•••:.' FIXED LATCHED DOOR (OPERATED AS MOVE -IN ONLY) MAIL Al 15 2M.SF 13 05 : f•i••••- i .. • -- ' ••-" $ : • 1._ .... _ Location OCC TYPE OCCUPANCY FACTOR (1004.1.2) AREA OCCUPANTS P2 BASEMENT GARAGE SUBTERRANEAN GARAGE P2 S-2 200 SF 41833 SF 209 41833 SF 209 P1 BASEMENT GARAGE SUBTERRANENAN GARAGE P1 S-2 200 SF 42209 SF 211 42209 SF 211 1ST FLOOR COMMUNITY 1ST FLOOR GYM 1ST FLOOR LEASING 1ST FLOOR MAIL A3 15 SF 900 SF 60 A3 A3 50 SF 100 SF 15 SF 1207 SF 1643 SF 284 SF 24 16 19 1ST FLOOR PET GROOM 100 SF 113 SF 1ST FLOOR RESIDENTIAL R2 200 SF 19306 SF 98 23453 SF 218 2ND FLOOR RESIDENTIAL R2 200 SF 26501 SF 134 26501 SF 134 3RD FLOOR RESIDENTIAL R2 200 SF 26501 SF 26501 SF 134 134 4TH FLOOR RESIDENTIAL R2 200 SF 23703 SF 120 23703 SF 120 ROOF ROOF ROOF DECK 1 ROOF DECK 2 ROOF A3 A3 15 SF 15 SF ROOF DECK 3 A3 15 SF 588 SF 1581 SF 342 SF 39 105 23 ..ot• ow• aso. ....... BASEMENT P1 BASEMENT P2 suaTERRigeoN eARAGV-1, S-2 200 42209-SF 211 El . .$. ... v.. .... .. . \'\ ---.'S''' ':C\°'\ '0\ • 00" 0-?'‘ \• PG .\' C' ,o -N4 C''' • c) s 04-C•L -.. \9- ' • , STAIR *1 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 71 EXIT WIDTH REQUIRED PER CBC 1005 3 1 7100 3=21 31 EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 71002.14 2' DOOR WIDTH PROVIDED 36. AAP' ▪ AAP' .sse 44$0. &ATER-WEAN GARAGE P2 S-2 200 41533-SF 209 STAIR #1 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 105 EXIT WIDTH REQUIRED PER CBC 1005 3 1 105503=31 5. EXIT WIDTH PROVIDED 44• (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 10580 2=21. DOOR WIDTH PROVIDED 36. 2511 SF STAIR *3 - COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 71 EXIT WIDTH REQUIRED PER CBC 1005 3 1 71x 0 3 = 21 3. EXIT WIDTH PROVIDED 44. IBETVVEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 710 0 2 = 14 2' DOOR WIDTH PROVIDED 36. c/qt04 - ..'"'- - ..•,„ . - *0 .... ..1- li‘N 1\ 1 167 ." " = .3,••• STAIR I 6 COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL/1 EXIT WIDTH REOUIRED PER CBC 1005 3 1 7180 3= 21 3. EXIT WIDTH PROVIDED 44• (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CSC 1005 3 2 71)(02=14 2" DOOR WIDTH PROVIDED 36' MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR S-2 OCCUPANCY PER CBC 1017 2 400' STAIR #3 COMPLIES MAX OCC LOAD PROVIDED AT THIS LEVEL 105 EXIT WIDTH REQUIRED PER CBC 1005 3 1 10500 3 = 31 5' EXIT WIDTH PROVIDED 44' (BETWEEN STRINGERS) DOOR WIDTH REQUIRED PER CBC 1005 3 2 10500 2 =21. DOOR WIDTH PROVIDED 361 ...... r, REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH ANIERICA, INC. MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR S-2 OCCUPANCY PER CBC 1017 2 400' drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2- 3rd P.C. Submittal 06/07/2019 consultant: owner: WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 EGRESS SHEET TITLE Plot Date: 9/9/2019 9 21:49 ANA Local File: C \t,isers\rmarinelarena\Docuinents\B6079Compo5,1te2019 J-Wannelarena cvt Consultant File Background Info SCALE 1/325=110" 0 16' 32' 641 961 SHEET No A022 4th P.C. SUBMITTAL 09/09/2019 -6 job no. 4.a) :To drawn 0 a B6079 submittal A\74.31' 74.03' 48' _ 6„ ROOF BUILDING HEIGHT EXHIBIT AIR #1 83.00� 66.23' 74.03� . • 7'8.53' inumamiew Eimrsimmetilosmia MIN IAA_ iunrirwmeu 71.29' 74.0 1PF74.03' 83.01 #2 ii— fan 74.03� SCALE: 1/16"=1'-0" REVIEWED FOR CODE COMPLIANCE DEC 19 201 BUREAU VERITAS NORM AMERICA, INC. 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date .E 1st Plan Check Submittal O 2nd Plan Check Submittal (0 3rd Plan Check Submittal 0 4th Plan Check Submittal U a) 0 L a 9- 0 a) consultant: N 0 C C al N 0 4) ▪ owner: ctf a a nX W a) +-. rL� a 0 L 0 a a) U L z tts a) a) 0 Q. 0 L Q. .) X (1) a) 4. a) pc SHEET TITLE (0 C SHEET No 13 ui cc w >- a)0 z Ac 43U ca ^` E co c CO i CV = CS) CO z o_ 0 0 cc a 0 cc cc w O WITHEE MALCOLM ARCHITECTS, LLP • No. C-9049 2=-� Qj QCAL\F° 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 ROOF PLAN HEIGHT EXHIBIT A026 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9;9/2019 9:22:00 AM Local File: ,_ :,iJser:4vrr3arinelarer,ai0:>ct_::r;ents\B60"r9 : orrEposthi_201zs_R"Marir:elarer?arvt Consultant File Background Info: 0 8' 16' 32' 48' job no. B6079 drawn LEVEL 4 FIRE SEPARATION DISTANCE 15TO LESS THAN 20' TOTAL OPENINGS AREA 36 4 S F TOTAL WALL AREA 58.61 SF TOTAL OPENING AREA 36 4/58 61 = 62 1% MAX ALLOWED OPENINGS PER CBC TABLE 705 8• 75% LEVEL 1. FIRE SEPARATION DISTANCE 15' TO LESS THAN 120' TOTAL OPENINGS AREA 24 S F TOTAL WALL AREA 58 61 S.F TOTAL OPENING AREA 24/58 61 = 40.9% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 75% LEVELS 4 FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' TOTAL OPENINGS AREA 132 S F TOTAL WALL AREA 296 76 S F TOTAL OPENING AREA 349 5/701 74 = 44% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% LEVELS 1-3 FIRE SEPARATION DISTANCE: 10' TO LESS THAN 15' TOTAL OPENINGS AREA 132 S F TOTAL WALL AREA 335 59 S F TOTAL OPENING AREA. 349 5/701 74 = 39 3% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% T.O.S. LEVEL 4 FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' TOTAL OPENINGS AREA 72 S F TOTAL WALL AREA 269 71 S F TOTAL OPENING AREA 72/269 71 = 26 6% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% ROOF Av +70.53 'Jr T.O.S. 4TH FLOOR Au +60.45 T.O.S. 3RD FLOOR +50.37 LEVELS 1-3 FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' TOTAL OPENINGS AREA 72 S F. TOTAL WALL AREA 272 14 S F TOTAL OPENING AREA 72/272.14 = 26 4% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% ELEVATION 8- OPENINGS SCALE: 1/8" = 1'-0" LEVEL 4 FIRE SEPARATION DISTANCE 5' TO LESS THAN 10' TOTAL OPENINGS AREA 58.5 S.F TOTAL WALL AREA 336 32 S.F TOTAL OPENING AREA 37.5/336 32 = 17 39% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 25% LEVELS 2-3• FIRE SEPARATION DISTANCE 5' TO LESS THAN 10' TOTAL OPENINGS AREA 73 S F TOTAL WALL AREA 336 32 S F. TOTAL OPENING AREA 73/336 32 = 21 7% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 25% LEVEL 1 FIRE SEPARATION DISTANCE 5' TO LESS THAN 10' TOTAL OPENINGS AREA 58 S F TOTAL WALL AREA 336 32 S F. TOTAL OPENING AREA 58/336 32 = 17 24% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 _26% ROOF OPENING Jr WALL BEYOND 64SF IliW151111Wi0k .1%?".. W. WW2= tiff' 'AY"' Zet:tirti ,gth;t1 AtoN Imam r vow", reeiwwwie r Nol ,‘" - •vm. PAC • ***-- -•••••.- • * a* 410'41•011r • • MEM 1 1,,,,••• • •& 4. atiafreA ••:•• '4-• ›44.4 11'4 11111011111 14/?4'g61111111 1111111 '''4/11111111 SEPARATION IrT 15' TO < 20' FIRE SEPARATION DIST. 5' TO LESS THAN 10' ELEVATION 7 - OPENINGS SCALE: 1/8" = 1'-0" T.O.S. 2ND FLOOR AL +40.28 1ST FLOOR +30.20 • •-.1 0-V1-0 MIMI •-• •-• •a. NIEMEN. iiiiiiiiiiii 11111111111.111:11121111114fim Aggi.teati wia,,,& -, iiiii wv a $ • IMN. •im• mil to viol • hl :464 tuna& wr-•• -11:re:p4A - la 1,,, es ,mata.4,00.40m- wUi ---------i-__.-. t---, .., i -,„,;-: iv.: ,,T.:,--- --, ..,,, .0+4: - -_-- ....,.,..„--.„,-,t.'„,-„.„4....______ v____.. ,, . • __ , _ 7 ----- Mai GH 4r 1 $ spot NI 141.4e1,..* :,15s:i1, room1P° OA'Ament'Veaze411/.441.:;.fr 0 iTrN 144 §IN WAR • ' • ;::,VF'.'": gl:: ZV 40 V.", Ao •:.; 5.S F. .• ;: iiiiiiiiiii 010 *. .•,:..5::::. --,,=z---1-=z, )- p •‘ -11,7 „,,...,,,N ,,, „,• FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' •1 ,,=.' IIIIIIIIIIIIIIIIIIIIIIII M.•=..=.•=5.=0.=•• il ALPSIOXIMMAIFIr.Wilin Or2IP.11,111111101WAIRIPBEffffit •.•Atil'AELW.119:1•2'r rig• r M,•2'et, Z,,, , 4.,451 P.+111. kte.Ard r _ iiiiiiiiiii 4 MEW MEN poistif IL ti'd7S;#41-7-7,0421:;:i 110114 OVA #01,, nowlgava #010 v) wow mom ,,. )0o :!rangE e 5S F ,,O0A411. 465SF1 4 15SF;15SF ••*:5. • " 4v• : . ;•ig*. .r "v-f- rtf*---44157kk;CV- VON644Vir" ,M4P44:4, A.4"4\, /0110L:41,4" 1Alk mible,T„. -vac& .41.1 Aborlt. ..1011‘1... 4.410TWX St, FIRE SEPARATION DISTANCE 15' TO LESS THAN 20' .c-{165S F L . „ FIRE SEPARATION DISTANCE 15' TO LESS THAN 20' •I izq dri 7:710;: 9,1105MMOAKIIKIPIIk•••010514521112. 0 ire4 vomm: 44 4.44,:t* • FIRE SEPARATION DISTANCE 5' TO LESS THAN 10' Ill IF .11111 ERE MEM ... ••• ••• 15SF 15SF S MAXIMUM ALLOWABLE BLDG HEIGHT __AL +75.47 AP T.O.S. LEVELS 4 FIRE SEPARATION DISTANCE 15' TO LESS THAN 20' TOTAL OPENINGS AREA 267 4 S F TOTAL WALL AREA 519 3 S F TOTAL OPENING AREA 267 4/519 3 = 51 4% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 75% T.O.S. ROOF AL +70.53 'IF +60.45 T.O.S. 3RD FLOOR +50.37 S LEVELS 1-3' FIRE SEPARATION DISTANCE. 15' TO LESS THAN 20' TOTAL OPENINGS AREA 267 4 S F TOTAL WALL AREA 587 25 S. F TOTAL OPENING AREA 267 4/587 25 = 45% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 75% T.O.S. 2ND FLOOR ALI +40.28 1ST FLOOR AL +30.20 'Jr MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 T.O.S. LEVEL 4 FIRE SEPARATION DISTANCE 5' TO LESS THAN 10' TOTAL OPENINGS AREA 105 S F TOTAL WALL AREA 421 27 S F TOTAL OPENING AREA 105/421 27 = 24 9% MAX AI,LLOWED OPENINGS PER B TABLE 705 8 25% T.O.S. ROOF Alc, +70.53 LEVEL 4 FIRE SEPARATION DISTANCE 15' TO LESS THAN 20' TOTAL OPENINGS AREA 2035 F TOTAL WALL AREA 308 37 S F TOTAL OPENING AREA 203/308 37 = 65 8% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 75% 4TH FLOOR AL +60.45 T.O.S. 3RD FLOOR AL +50.37 LEVELS 2-3 FIRE SEPARATION DISTANCE 5' TO LESS THAN 10' TOTAL OPENINGS AREA 105 S F TOTAL WALL AREA 435 05 S F TOTAL OPENING AREA 106/435 05 = 241% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 25% T.O.S. LEVEL 1 FIRE SEPARATION DISTANCE 5 TO LESS THAN 113 TOTAL OPENINGS AREA 102 S F TOTAL WALL AREA 435 05 S F. TOTAL OPENING AREA 102/435 05 = 23 4% MAX ALLOWED OPENINGS PER 4ABLE 705 8 25% 2ND FLOOR LEVEL+40.28 1-3 FIRE SEPARATION DISTANCE 15' TO LESS THAN 20' TOTAL OPENINGS AREA 2035 F TOTAL WALL AREA 348 72 S F TOTAL OPENING AREA 102/435.05 = 58 2% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 75% 1ST FLOOR +30.20 \--1. 1 401-• •-•••••:".•,r4.1: mop *la • • •-• a • •-• • WM • • NEM • • 0-111•10 •-• allia-a-• • OEM I/ ,21 • • ONO wat. a a aam. la la wsweim 1 T -1 1 1 I AO• as ao •-• mom ace efl a Pat alliala t on. ala 111•111Ral EN fl0-e a a • •-•LIMINI-• MEM MEM NMI MAXIMUM ALLOWABLE BLDG HEIGHT 411, +75.47 OEM T.0 S •-•-11MINI1-1•-• • 41••• 41-4111. • • MS= - - - 4•01 a a 101111•11..• ar• MEW a a ELEVATION 5- OPENINGS SCALE: 1/8" = 1'-0" ANGLED ROOF OPENING Jr WALL BEYOND Mae 006 _ •• ROOF AL +70.53 T.O.S. 4TH FLOOR AL +60.45 ‘`--w SEE DETAIL 4/ ELEVATION 4 REVERSE T.O.S. 3RD FLOOR AL +50.37 T.O.S. 2ND FLOOR A +40.28 ly 1ST FLOOR AL +30.20 Alt4 • 7:7 111:4". 4;1 7,44re'7, .;; .411;71:11:4: a4VVIS 4$1‘ :44" 4: 144* ti fe7r- Nin • • " .44 1255F -r FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' EOM NCR 125SF ELEVATION 4- OPENINGS SCALE: 1/8" = 1-0" ; - • i :1 r-- . • • Nth fi • .00.'7- • ' • 19-0 118" 7.-11" T.O.S. ROOFS +70.53 LEVELS 4 FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' TOTAL OPENINGS AREA 42 S F TOTAL WALL AREA 184 55 S F TOTAL OPENING AREA 42/184 55 = 11 59% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% T.O.S.4TH FLOOR AL +60.45 \--w T.O.S. 3RD FLOOR AL +50.37 LEVELS 1-3 FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' TOTAL OPENINGS AREA 31 S F. TOTAL WALL AREA 277 61 S F TOTAL OPENING AREA 31/277 61 = 11 1% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% T.O.S. 2ND FLOOR AL +40.28 1/6 1ST FLOOR Afilio +30.20 ':?0-31?:?• T.O.S. ROOF AL +70.53 LEVELS 4 FIRE SEPARATION DISTANCE. 3' TO LESS THAN 5 TOTAL OPENINGS AREA 12.5 SF TOTAL WALL AREA 288 S F TOTAL OPENING AREA. 12 5/288 = 4 34% MAX ALLOWED OPENINGS PER CBC TABLE 705.8 15% 5.111-0 GINO al=1 0,0 140 MIND FIRE SEPARATION DISTANCE 3' TO LESS THAN 5' ELEVATION 3- OPENINGS SCALE: 1/8" = 1'-0" 125SF FIRE SEPARATION DISTANCE 10' TO LESS THAN 15' ELEVATION 2 - OPENINGS SCALE: 1/8" = 1.-0" 23'-4" 23'-4" S 14'-4" •;. T.O.S. 4TH F+1_600Q.4R5_4L,\;, T.O.S. 3RD FLOOR___AL +50.37 ffir LEVELS 1-3 FIRE SEPARATION DISTANCE 3' TO LESS THAN 5' TOTAL OPENINGS AREA 12.5 S F TOTAL WALL AREA 320 36 S F TOTAL OPENING AREA' 12 5/320 36 = 39% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 15% 11.1•-• 011•15 T.O.S. 2ND FLOOR AL +40.28 1ST FLOOR g +30.20 T.O.S. ROOF +70.53 LEVELS 4' FIRE SEPARATION DISTANCE 10' TO LESS THAN 15 TOTAL OPENINGS AREA 25 S F TOTAL WALL AREA 288 S F TOTAL OPENING AREA 25/288 = 8 6% MAX ALLOWED OPENINGS PER CBC TABLE 705 8. 45% T.O.S. 4TH FLOOR +60.45 T.O.S. 3RD FLOOR AL +50.37 \-1. LEVELS 1-3 FIRE SEPARATION DISTANCE 10' TO LESS THAN 15 TOTAL OPENINGS AREA 25 S F TOTAL WALL AREA 320 36 S F TOTAL OPENING AREA 25/320 36 = 7% MAX ALLOWED OPENINGS PER CBC TABLE 705 8 45% T.O.S. 2ND FLOOR AL +40.28 • . . 1ST FLOOR AL +30.20 AF • I I J REVIEWED FOR CODE COMPLIANC, DEC 19 2019 BUREAU VERITAS NORM AMERICA, INC. a architects, any unauthorized reuse of these -o (U co E) permission C Q) 0 a a) 0 O._ C (i) 0 _c C -o 0 a a submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 consultant: owner: FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OPENING CALCULATIONS SHEET TITLE SHEET No A027 4th P.C. SUBMITTAL 09/09/2019 ELEVATION 6- OPENINGS SCALE: 1/8" = 1,-a,, Plot Date: 9/9/2019 9:22:22 AM Local File. CAUsers\rrnarinelarena‘Documents\B6079Cornposrte_2019RMarinelarena rvt Consultant File Background Info. C6) LEVEL 1 - OPENING CALCULATIONS SCALE: 3/64" = 11-0" • 1 4 4 4 4 4 • • 1nditiona of .Approval for &gas Incentiea 920 Bayswatet Aeentie - Effective Augatat 23, 2018 Page 9 RESOLUTION NO. EXHIBIT "A" Lot Merger, Deign Review, Conditional Ute Perin' it 0 sky 54„ -Caierstruction-Retated Neise Retkratki# Measures. The ePnliewtt shall enPfr 'the, following measureS during donstruction -of-the. prc'iject • • Muffle,,,.n.s. :Construction „equiprrienf.sflail .be nroperly-maintained and all internal • corribusi.ion .01Vine tin-Vert:M.4000y witkintok.e and exhaust radfflare and erigine -shrew-ie. as applicable, shall b m good condieoe aria appropriate fOr the. -.04eipment; During construction, allegalpirtent: fixed or mobile. shall be operated -Oh closed engine deers end Shalf.be,eqUipped with -properly oper.atirtg,.. end :maintained mufflers, ot..)osistentivirifkrnandfeettirers' standards. .Electneat .Power, Electrical eleiami; iiefflitiqhae diesel eetipMent, shall be used to ranoompresoors and similer power fsand to power any temporary structures, .$1)0 as construction trailers orcaretakortacilities. .:ff.gurPinohl 't8J;? j 4J stationaryequiPmnt shall be staged as far away from adjacent mullyamily residential development este:eakfe. • .•g.Ouiptne-,I=nt idling Construction vehicles atIct:equipment. nof-be.teft :ipiNtor than five minutes when:not:in use. .0101100. F?adips, Al! noisettorOvia-kers' radios .shelfbecontiolledto 8 point -that "hey are not audible .at seneitke.roceptors near cOrtatruation, aetiVity,, . . . :Snart BeCk-op Atartna, Mobile:construction equipmentshalthaVe.arrian back-up .aleops that 81A0MatiCOny r)isijii.5i the. sound level of the alarm in respense to ,afrib*topoiseleveis, Atternativeiy, back-up alarms Shailbo.disabled and replac.sfd -Withifipipart Valera...lb ',en:Sure „Sao/ when rnebile ..COhettuelien equipMent is. VOVing.inreverse CoOrdinaten. • .lberepPliCent shall designate eclistaitelice cooidinater • whp,aheli be responsageforrespendin g to any lepaireontPiaintsebbetoonatntotiOn ..17f0$0.. tirebaieediStarOepee eoortitieger..00-..deterrelee the creeee.::.ostio'noiso stud-44./6o uy badnitiffleil and Shailiequire that retiabr*ble IneaSfirea.Wetranied toe orre,he problem be irnplernented A telephone nuiriber ftir.the4istarbance coordinator ehall be conspletiously-posted or The constructien • • AcWitional Noise Attenuation Techniques. During thedemolition, site preparation, .grading, and building phases of conettection, temporary sound bafflers rated to SOUnd Transmission ClaSS.20 or higher shall he inStalled andmaintained facing :the north tind northwestern boundaros of the projeCI site, Tatrtporaty sound 'barriers snail block line of sight betWean nOisa-generating construction equipment and adjacentresidential windows. and shalt be .placed as cioaa- to. the source' equipment. as feasible; Utilities -and Service Systems 55. the prObact spwsor shall coordinate with the, city Engineer to:improve the public sanitary sewerittfraSinictere Prior to ireavataxii of a building permit OrdjaorSponsoiS shall develop a pan: to facilitate santiaty sewer improvements. The plan Shall inc./Ude a schedule tinplementing earataro .sevver ukiaedes that wootti citwithin the deveireerrent site andiar contnhuhori of $ fair sliarefee- toWai'd those itriprovemente; o delortnirmi by the City Otgineer. The plan ,shall Os t..alitowed by the City Engirieet'; and, RESOLUTION NO, EXHIBIT "A" Conditions of Appireval for Lot Merger, Design Conditionat Use Penne and Dena -ay Bonus incentive 020 Bayswater AVentie Effeabiao August 23. 2016 Page 10 56. prior to issuancedfabuilding permif. development plaas.far projects proposed n the Plan Area, shalt be review) by the Fire Marshal to determirie if fire :flow reguireinents would :he met given the requirements of the propoeed project, andthe efee of the erXiSling :maitwrs). if the Fr.* Marshal determines improvements are needed for to pr(.3tee.licn services, the prOject sponsor shall be required to provide $ plantb.aupply adequate water simply for fire suppression to Me terijeet site, consistent With the Fire Marshal's rr)uuirornents. The plait Si3eli be reviewe,d by the. Fire Marshal, Theproeqt spomor Oett be responsible for implementation of the plan including instaliatiOn O.:hWater fnaies, widlar jnOrporation clf fire teeter &storage tanks and .hoostet'ip,ttrepointe:- the beifeling. design. or Whet' Mea;5DreS as determined by the Fite Marshat 10 RESOLUTION NO, EXHIBIT "A" ctinditiairitetlf Approve/ ftir Lot Merger. Design Review, Conditional Use Pena and De Bonus Ineeptiye 92014yekiyaOr Avenue EffeatiVeAttigust 2:3i 201.0 Page eite raMPV0d'aradjusted stathat thebital heioht of the •structare.With root.sitiall riot xceed the maaireUM heightshowri on the approved Plana: ,MfElgiettOn Alleasiintelvere WOW Study •iAeatthettes• 39 „ . the -pr6ject devi,eloper-shaltihstoll I�w ptofik, 10.14Pintertstflig0009.ciirooferi downwind tninfmize light end glare... 64016r:fighting ShailbelOW rnotatted, claWnWard coating and shielded, in general; the light footprint shall not extend beyoridthe periphery The nr0PetbA implementation of exterior -lighting -fiettoes onall buildings-sheil • alSD comply With the standard California Suilding-Code (Time .24. Building Eno*. -Efficiertey Standards) to ogidace the lateral spreading of lightteeurrOunding uses, .COntiaterit With atirlingarne Moicipet•Code,•.$ection104.0:030,..tfiarregotteeitiet all rieweeteritielighting 'for residential .detielepnlente bedesignedand latatedso.thatthe cone. of light and/or glare from the tight elan1apf iS...kept entinelyon:00 goody or below the to, of any !Mee, edge at watt In addition; iigiiting fixture e *old no be located mote than nine feet .above adjacent grade dr *joked landing woitt oi'dortions--ff Weft week/ oot be floodlit; and only shielded tight flittgaS..whicktOCOS li1tdownwarqwoute bo risod, o.xcr.4tt for iletreareted street 'motets required by the fir dogronefitk.. iiibingicii:1404,1rgp4 40. If-.0onstrootion activities COrninence Outing:111e nestingibreeding season of native bird epeeleepoten(iaily neefiee near Me SOO (tyPipelly February 1 through August.;” n The: pitieet 004 ...pie-c.onstruction survey for nesting birds shalt be oonductod: by..4 40.alified 4toliVist, :Within two weeks prior to the commencement of ,,,--..zOnetri.totion 1100iteneiteare.f.Ounciin areas thet.cgukthedirectly ffectOd tf.Y.:00Mktiction and 'Would besubjectlepralorigedoonstiudion-related ndise, a no-disturbanee'buffer zone shall be. created arbandlactive::flesta notiwitie breedieg season or .entil ,a qualified .biologist detettninesligit• el! young have fledged The. avoidance: .buffer to shell .b.e-VO feet far taptar•seedea'atid 150 feel for eketiter bed epectee. The„Size of tfrebtiffer iime end:. types pi ccostruction activitieseaerricted within buffers will be determined by a qualified • biologist by taking into account fact, Ors such as the following'. • Noise and human diShirbance tevels at the eotiSirtietba Site at the time of thestinteYandtheinoiseand disturbance expected -during the C.OriStniCtion . . . • rfristatte,and amount of vegetation or other .Screening between the dOrtatit161160.:;Site:and the nest: end • SensitiVity.v.tindlyidoeinoeing species .$ nd behaviors of the nesting birds' Conditioes of Approval for Lot Merger. Bonus Incentive 920 Bayswater Avenue EffebtiVe Auguet 23, 2018 Page 7 Culturaf ResoUrres RESOLUTION NO, EXHIBIT "A" Design Review, Conditional Use Permit aed :Density 4/, in the event Native American or other archaeological resources are encountered -during: construction, wok be/edshaltwithin 1.00 feet Of the discovered Materials and werkerS Sheri nve.id eiteting the fftatsitels and Mek COntext until. a. qoatifiod professional archaeologist has evaluated the situation and provided appropilktenapornmenclations.11 an arcriaeOlOgicel.site is. encourite.red in any stage of deveapprbeti4e.qualified archeelegist- will 1e consultedt0 detenuine whether the fe$ciume quelifiesasenhistoricaireswrce or urtigaa artheieOlogical reliewce. in the evf,?ftt that do0.4001.frk.: tfrearehaeoiegfet.W.fil prepare a reeededfaelisieige. end haeologicat datalacoeiyAah to bmpkmrintedpnoi' tQQ during Site cortatMdtion The arehaeologiat eilatt alsp *pane ataeXterereportofitte. finding: file it witri:tno.eappeiviYete egtMee,, arta arrange forbaration areCOVered Materials; 42 a discovery -de paleontological specimen.during eitypheeepftteeperaject shall result in a work stoppage n the i...4&initk of the lire with,/ it eon be. eV-a/tidied by a professional paieontologist. Should loss or damage be detected,. additional protective measures: or furter action fe.g., resource removal), as determined by a .professionet .paleontolOgist, 'Shall he implemented to mitigate the impact; 43. in Me event that human reinains are discovered during project construction, there shall be no.fuither excavation or dieturberiets, of -the site Or any nearby levee reasonably suspected tdeverile adjacent hurnan.rernainS. The openly or nrsf&boinfonned to evaluate tho. natio* of the remains, If the fen -wine are determined tebeelfNative American origin.. the Lead Agency.shail work with the *We Ameridah.:HeStegfee.Cornrnission applicant' to otipy•elOpen .agreetnent :fix- trealing.orgisposing.ortheinumn.mineins; Geology and Soils 44. PrajOt dekOti, Coitatruction shall edlierefo•Titlela; :Ctiataitir../ a 26:a the Burlingame MUnitipal Qope,-ised:detneestrate compliant* with ,elf deSigWstandarda egliaable tPlhe California uitdnq Cotte Zone 414eatid-erleare:Makeeurn poocablo.prdoOidn..*** to users of thetuildingts end associated infraetructure; prOjeit.*.sign and construclion, includihgerayatiOnactivities, shall comply witfeCapetee 33:Ort*C13C; which specifies the safety iiiquirement to be fulfilled for Site *bit This would 1061itele prevention of sabstdenca and pavernbni or foundattOnt oetopti by dOt!etiOring, 46 tt.le applicant- shall prepare's rnontioring prograrnto deteraiine the effectsof conStruction. on: nearby improvements, ihtluding the monitorIng of cracking and Venice( moverrient .of adjacent Structures, end:nearby sUeets, sidewalks, utilities, and other improvements. AS necessary. atogapmetereer other tostaitnentation shall be installed as of the shortrirt systemlo closely monitor totem! weeper/ere The program Shall Indide-0 Pre-consitect.on survey inclUding .phOtOgraf.As arid installation of monitoring nointt.3 for eyisting site improvements RESOLUTION NO. EXHIBIT "A" Conditions of Approval for Lot Merger, Design Review, Conditional Use Permit, and Density Bonus Inoentfre 920 Bayswater Avenue Effective AtigUst 23, 201$ Page 8 -.Hazards and Hazardous -Priateriais 47. the contractor shsll comply with Title 8, Ca/it:Perim Code c.), Reguiations/Ocoupatienal Safety and Health' Administration (OSHA) requirements that cover censtructiort- Work where an enViOyee may be exposed to teed. Thi.s 1,10404$ the.. PrPer disposal of peeling paint, and appiopilate sampling.otealrited. bu1cbng sun woa f6r100.. • priorto disturbanCe t1.1.0.-1.01nt and diepoeal of faapeartitrepaintectineteraitte the applicant shalleontraaeCertifieri Asbestos COnsulterittd:Oondactan asbestos survey': prior todisturbing potential asbeedg :Containing :building' Mate iiais and foildWirlfifte Cdnelt-litafirs rea:eaatnerefatione for peeper handling and disposat Fiig the applicant shall prepare, arid submit, a soils Managetne'nt Plan (.3P1P)/EnvintIntnantal. Managernent Mar? to traS011 ivietepCqypty ileetth Departineiti for appri..)vai, pnotlg:th#: issuance of a building permit. The. SMP/EnOtininental Management Plan shall address ihe possibility of encountenag subsurface contaminants,. including groundwater, dp,ffnig. construCtion actfrkies. t3nd the relevant measures kirikiontifying, handling and dispoS10t. pf subSurface: Contaminants.. The SMPiErn*ohthentet Menagenteet Ran shall be subtniftild mid..approvied by/fhe San Metreo Coto Hottp...P.OpOrtirtiOnt prior to iSsuance ofir.huikiingt perrrOt,' 50. the corgreator shalteosure theept:•.trapriato handling, storing and eornptina:oranyaOil be reradinaatlfreitlefie stiblet.4.04*eilk, as per the SMI-3, soaS tOeilmioateptitenhafitieelth- . . . . end eatery riskS in the public, int-hiding cenStrection workers; 51. in thee4ent that groundwater or other auhaurfaCeeoilminihonts, are :encountered dhOig exoavationwading, or anyofher darriblittenaeareetreetirat 4ctivitie.$ nt the pfpietcf,M6,.111.6.. contractor shelf. ensure that the procedure for evaluating handling, storing: teiting anci: disposing of aPhteirtinated groundweter4s iMpletnented, es Or be SMP (see Mitigation MonSoie 52 marker* Panelling rfernahtion and mnovation actNities at the piviett site wilt traine d the safe hantAng OW disposal or any Ontelontente. with Which they at hand -Mfg or thsposing of on the project site; Noise outdoormechanical equipment shall be 17.,ca1eU, /70009d, and/or shielded to a manner that: luflitSexpoeuretb„:adjacentresidencespriOU0 buifairig Typtca,ly, tde shielding et HVAC UnitSiedirces eoisalevele to no greater than 55 dBA Lec.-i at 50 feet from the RESOLUTION NO. EXHIBIT ‘44.,'" Conditioneet:Approvelfer Let Mergee Detign ROW* COriditiOriel Use Pernik andpenally Bonus horst* g20 Bayswater AVentie: Effeetive Auguet:23i:2018 Page 3 14, that the prOjebt emit 46 op:001,40d 41. Ata•danOe With the April 26, 2018 'RettiOst• for Alternate Materials .or.fvletnods.df construction e: agreement between F:ore Preperty: Company anci Central Conty Fire Depistiment Which requires he following: a) the project to have a aprinkler SyStern leetalled under the NEPA 13 to include attic protection: b) all stairweits shell be poSitively pressored and anall extend to the roof through enciosuresa, o) standpipe otelets shall be provided at the intermediate landings of alteteirwelle inciuding gettesta bit therocif; 16. that during construction, the applicant shall provide fending (with a 'fabric sc,reert or mesh) around the project site to ensure that all construetices equipment triaterialaand debris le kept on site; 16, that storage of construction materials anct,ectOpmentertillestreator in thepablib right- of-we:y•enell be prohibited, 'thatit.coaistruction i$ done, during thawet season (Octeibito a through April,: 30);.that prior to October 1 the deveireaer shall implement a. winterizatten program to rnininlieo the potential foreresion and Polluted runoff by InSPecting, Maintaining and cieening elf :sell erosion and sediment control prior IA during, and immediately aftereeanh atom) even; stabilizing disturbed soils throughout tempierery or permanent seeding, imuiching matting, or tarplive rocking unpaved vehicle access to llinit diepersicireof Mud offt . public right-of-wey; coveringitarreng etored cernalruotien .materials,:feete..and -.ober .ohernicalsj 18. thet:-.00..en04.1-07,e*arld..:durbPstor 41",e0A:sliall: bg-tovered'illia fot-oteoixi.from roof and. SiiifeCe drainage ahti that it Water C4inflot be &eked from these areas, a Set- contained„drainagesyStem halt be provided teat disdnargeatoanintereeptort: 19. that this orojedt Shall 6ontoty -with the Staterriatidate.d water conservatierebrograte and a comptete lirtgatibe Water Management and Conservation Plan together with, eorniolete landscape- and irrigatto„n plans s•hail be provided ee the time er building perree anfaiteation; 20 that ail site catch basins and drainage iniete flowing to the bay shall be stenciled. Ail c.atan basins shall be prote.ctecteluring .construction to prevent:debris frorrienterine; 21. that this proposal.thall comply with all the reetutreetents of the Tree Pro-team-1 and Reforestation Ordieence adopt -oil by the City of BUtlingarne irt 1993 and enforced by the Parka Department, eomplete landeca.pe and irrigation Plane shall beiSubmittedat the time of built:ling permitappileation.and the street trees will be prOtected during construction as required:by:the City Arbionst RESOLUTION NO. EXHIBIT "A" Conditioes of Approvat for Lot Wrger, Design Review; Coneitional Use Permit and Density Bonus IneentiVe 920:Baysitater Ayetiue EffectiveAugust,23.;.2018 Page 4 -ThatePtejeot abijfavais shell be coriditioned upen instellatioh f an tellergeney.: generator to power the sump pump system, and the sump pump shall be redundant :in. all rritaehanical and electrieel aspects tie., duai pumps. controls, level sensors, eteile Emergency generators shag be housed so that they meet theCitels noise. requirerneet' 23, that prier to issuandee4.a. building permit, the ,applicant shell:prepare and 'submitto. the Departmentoepablip:Workee Engineering Division a sanitary sewer analysis that. eaeeeses the iiePaetcitthiteprolect to determine if the additional seeregeflows can be. accommodated by the :eikleting sewer line,. If the analysis *Lilts Inatietermination that the existing sewer line -requires upgrading, the applieart shall. perform the: necessary upgrades as determined by the Engineerina Divieilon; . . „24: that a Protected Tree Removal Permit ha be regeired from the City:Of Burlingerrie Parks Divisiori to remove any eXisting protected size trees on theittiebitiroperty and that the project shall comply with the Tree Protection and Refdresititian Orr:Imam:a ;adopted by the City of Burlingame, and enforced by the Parks Departmentecornplete landscape and irrigation plane shall be seienittied at the time of beililleg permit -applicaticin and the street trees Witt be proteeted.during construction as reqUired by the City Adaorist that the applicaritenall eceircartatewitietheCity of Bialingerne Parks. DivisiOn regarding. the planting Oat teak Mc (2) :hew Oint(go. 600a:trete along Bayswater venue and. fourteen (14) new. Crimson Spire Oaketreet beeie.efong Myrtle Road 26. that eight..(8) of.the-existing sieteee (le) trees ehall rem* on site, ash Own PP plans date:stamped July 12;2018, sheet L3, shall Pt beretricived tk:datnagedloend: the applicant shalt have an arborist's reportprepered weich documents hew each tree on the eite.snould be protected during construction; thiS Ceport shall be reviewed and approved by the.City Arberiet and theeontrattot thall call ter the Arboriat toirrspEt. ..t00-prbitettitaterileiee1ires installed beferea building permit snail be issued; 27,„ 'that. if any existing -tree on ttle:i4ito dies,v•ithiri five years of the final inspection of the :preiect, it 5-1-1.all be rapier...ad:104 a new: 36-inch box tree with a species determined to be,appropriate byte. City Arborist, new trees shall be replaced in the same loceition unleas itsts deterritteedbythe City .Arborist that the tatatiOn:ShOtad be adjuisted bated on the 00,.oroojooper; :.4, Itlotmle projeo.ohail comply with '0.0 pertetniction aridDereolition Debris.,,Recytiing Ordinance which requires affected demolitten, new reestruction and alteratien projects to submit a Waste Reduction plan and Meet reaiyeling-requirements: Arty partial orfaill demolition of a structure, interior of exterior; shall require a demplition permit RESOLUTION NO, EXHIBIT "A" ConditiOne: of Approval for Lot Merger. Design Review; Cencational Ute Permit, andDensily Bonus Ineenti ve '920 Bayswater Avenue Effective August 23, 2018 Page 5 .29. thattierntion or reinovei of the existing streetures and any grading:or eartbertoeing. on the alto shall not occur until a buildirig permit has been issued and sadeelte Waffle shalt ntis .be eempie wita all the reof gelatiOns the Bay Area-Airrtlty roa 30. ettet-the applitaritehall Cinitaly with Ordinance 1:503,--the City. of Marlin' atietaStietri1 :Water.Managereent and Diseharge Control OrdinWqe: 31. that the project shell :Meet all.tharequirereents of the California Building and -Uniferre Fire 'Codes. 2016 Editioneateerneeded by theCily .0:Berlina:a:Me; 132, that thiS project shall or:imply Withortiinahr4 No, 14-77„.Exteriot IktrninatiOnOrdinance;. 33 that ocristru-otion accesseoutet shalt be lmited rn eider to .preeerit the traddrig of Ora onto the pulalic right-of-way, Olean eff4ilte paved ..areas ant'sidewalka -.Using -dry: sweeping methods. The following five (6) conditions shall be met during the Baliding Insattetien proem prior to the lespections noted in eace condition; 34. th$: pribe leteechedulieg the foundation inspection a licensed OUrveyor shall locate the propetty Ornets, set the building envelope; 35. that prior- to underfloor frame inapection theaerveyorehall certify the first floor elevation 00:21 of the new structine(s) and the various surveys shall be accepted by the. Building 36,, that prior to scheduling the framing Inspection the prOjeot architect; engineer or other licensed professional shall provide architectural certification that the architectural details StI.Oh::-ae.yalhdietv kieationa end bays are built aS shown on Inc approved ptans f thefe iltekienied"prefessional involved in the project, the property owner or contractor shall prOekkiiilthei:Oertification under penalty of Oeriury. Certificationa shall be .subleitted to the 064.rlg P0.100fri'. 37, trial:pito-to final ineCettitire Rangling Divition staff will inSeedt and nate bomptiorict 0!the wchitectural :03,taikltrirtl Materiels:, valreleiat type, etc.) to verify that the project has been built aecordineatelthia approved Planning and Building ptans; aft:. that the reeximern eleeation to the top roof shall not exceed elevation 6.8.7 respectively, as measured from the average elevation at the top of the Curb along Bayswater AVellUS (29.47) for a maximum height not to exceed 46e to the toe- Oflthe parapet me garage lower finished floor ete:v,ation sraill be elevatioe 9.2'. garage upper. finithed floor elevation .shall be 19.2, the top of each floor and final roof ricigeenall be: •eerveyect by a licensed surveyor who shall provide certification: of that heigia to the BUilding Diyleige, Should:any ?taming except:ape slated elevation at any point it shall be among the courtyards there wilibe, 30 trees that will be planted with a Mixt:bre:dr Maplei',Crape Myrtle Prune Prunus, Arbutus, and ZiOk(W4, that 4)(0$eds the reforestation requiterriente Seffertteirithe code WHEREAS, said matter's were heard by th rCniIhisron Of the City Of Beirlingenteori August 1.3. 2018, at which time it reeleeted and corlaideredthestaff report and altOther written mate:ale and teeter:Ow presented at said nearing: 1. NOW' ITIEREFORE IS RESOLVED AND.DETERMINED:BY THISIPLANNING: [Se -ACM THAT: Section a Said application tart.et tylerger, Design Review, Coneittoriat Use Permit for Mute: Partilly Reeidential. and Density Boni*. Incentive for a New 128-Unit ApattfPerlf J.l opment are approved subject to the conditions set forth in E,xhilbit :"A'' attached hereto. Findings for such Lot Merger. Design Review, Co.nditional Use Permit, and Density Bonus Incentive are set forth in the staff report,: and recording of said meeting. F.rettien .2. it is forthe,r directed that epertified copy.of this resbli4ibbl.i:belrecprdecilriffie official records of the County of San Mateo. ,.Zpqr.OaryrP Ole :Planning .0ornmjepioni.pf the City :Pt Burlingame, lo herebi oe,. that the f0re9ii51n9 resoligion,*ao.iintrOduce0" and adivia0 :at:a regular Meeting of the Pianning Cornmission held on the 13'-' day <A A0904,438 by.itta felt-ming votc; AYES; NOES; ABSENT; RESOLUTION NO. EXHIBIT "A" ecinditions Approval for Lot -Merger, Design Review, Cenditional Use.Periek and Density Betels incentive 920 Sayawater Avenue Effective August 23. 2014 Page 1 1 thatthe project shall be built as shown on the plans submitted to thesPlann•ing date staneped.July 12„ 2018, sheets 01 through 30, sheets Cl through C11 and stieete, Ll through LS; 2, :tat the applicant shalt return to the Planning Commission with an •FYi for revievii the type and style of windows to be used for the project prior to building penrit • leseance; the windows.Shall not have internat.:grids; :that prior to issuanoaot a building permit for•Obttstruction of the project, the project :00estruction plans *hail be modified.to include -e cover sheet listing .0conditions et approval adopted bethePlanning Commission, or City Council on appeal; Wilichishatt remain a part of ail sets 0! approved plans through -out the construction' pripi*sa. Compliance with all conditions. of approval is required; the conditions of approval snail not be modified or changed without the approval of the Planning Commission, or City Council on appeal; J, that any thanges to the size or envelope of the building. 'isthibil would iriolUde experidirig the footprine or floor area of the structure, replacing or reloctiltine MOO": or ehanging the roof height or pitot„sholl be :subject to planning Corittrission renew amendment to be:daterinined :by Planning statfr that prior to issuerice of a builciing.permit for -the prefect the applic.are shall pay the - :first half of the rattle facilities impact fee in the amount of $293,962.25,. made payable to the City of aurfiriga.me: and submitted to the Panning Division; 8. that prior to sehedteing toe final framing inaPeCtiore the applicant shall pey the second .faolf .pt the public facties:impact fee in the an ourit of U93;962.25, made payable to -the•City of Bialingameand submifteci to the Planning Division, 7. 1401 the PrelOct shall include thirteen (13) affordable units for a 30-year term; the applicant shall enter into an agreereent for the administration of the renting or leasing of the affordable units at least 120:days before the final inspection; that the required affordable dwelling units- shall be constructed concurrently with Marimt-rate units that: the thirteen (13) reddetate income rfttrioted affordable units shall remain restrieted and affordable to the designated income group fora minimem period of thirty (30) years (or a longer period of time it required by the ittionstruction or mortgage financing aisistance prooram, mortgage insurance program, or rental subsidy POgtarn); RESOLUTION NO, EXHIBIT "A" Conditions of Approval for Lot Merger, Design Review, Cortditional Ute ftrrn it, and Density BOMA tncentive 920Bayswater Avenue Effeative August 23; 2018 Page 2 10that"the thirteen 03) reetnetectefferdeble uniteshall be bt.iiit,onette: and be disperned: within the deeelopinentThe neater:of bedrodees of the reetnateet affordable units shall be equivalent to the Wroom rillx arid average sizes of the non -restricted kinds in the development, except that the applicant may include, a- higher-preportien of restricted affordable units wite more bedrocatts. The design and construction of the affordable dweifing t4rtjt$ shall be consistent with the design, unit layout, and: construction of the tot41 project development in terms of appearance, exterior: construction materials, and Linit layout:. 11. that following the appeal period Inc applicant shall enferinto a regulatory agreement: With the City; the terms: tif this .agreement shalt be appitiVed as to term by the -City Attorneys Offim, and toewed and revitied:ae -appropriate by the reviewing C4y effielaathis agreement will be a tolee provided' by 'llie C lty. and will incitiaa the fie loyiting tertria. (a) The affordability of very low, lower, and miederate income housing shall Oa: a&,,yr0 in a manner:Onsistent with Governmerittode. Section 65915(c)(1)-; (b) An eititlity sharing agreement pure:lent to Government Code Section 65.000.)(2)i (0). Theibtation: dwelling unit sizes, rental cost, and number of bedrooms of the affordable units; ,,deocf:OP.n:Pf.;;IrifY. harreeee and incerittees; if any, provided by the city; and ,(e)'iAnY Outer' ten* ,:aefegi,iired to ensure itilatleinentatiOn and cemptieriee.With this -:SeCtitea arid the.apOleableaettions of thedensity bonus law; 12. Viet: aboire raged utatity agreetnent regarding the thirteen (13) reatnetaid .afforitlable ants,theli be Oinding on all future owners and successors in interestetne: agreement required by this Zoning Cade Section 25.83.0820 is hereby a condition of all development aporovas and shall be fully executed and reetaded prior to the. issuance of any buildirig:pr construction permit for the precosed prefeet: 13, that the conditioes of the Buildine Division's September 19, 2017, line 29. 2017, April 7 2017 and February 1; 2017 memos; the Parks Divisioras November 1, 2017. June 28 201 7 May 23, 2017, April 17, 2017 and February 13, 2017 memos, the Engineering .Mision's May 24, 2017, April 7, 2017 and March ;24: .2017 Memos; the Fire Department's October 19: 2017. July 16, 2017 and February 9, 2017 memos, and the Stomiwater Division's May 23, 2017, April 20, 2017 and February 9, 2017 memos shall be met; RECORDINaREQUESTE0Pillil PletraiNOtariarlittelt CilyelBurliticiato WHEN RECORDED MAIL. TO: COMMLIMWOEVELOPMENT IX A MEW etriOFEQRUNOAME 501 PRIMO:65E144C BURLINGA1(ilt: 0:4•9401 0 4 Resolution- No. 62 - 2018 - A 920 BAYSWATER AVENUE APN 029-235-160, -170, -180, -190, -200, -210, -220 — TITLE OF DOCUMENT ycar11fVistb trti,rise andeortect aVy di tie dowtheitit purports to to, the orig4rial is eri Me in * office 4 Aii • kevegrallireeCerietis Devekpitiois irotirtor RESOLUTION NO. (P [ /1" RESOLUTION:0F THE PLANNING COMMISSION OF THECITY OF BURLINGAME RECOMMENDING APPROVAL OP.AN APPLICATION FOR LOT MERGER, DESIGN REVIEW, CONDITIONAL USE PERMIT FOR MULTI FAMILY RESIDENTIAL, AND DENSITY BONUSINCENTIVE FOR A NEW 128-UNIT APARTMENT DEVELOPMENT AT 920 BAYSWATER AVENUE (ASSESSOR PARCEL NO& 029.235-16e 028-235-170, 029-235480, 029-235-190, 029-235-200, 029-235-210, 029-235220) WHEREAS, on Janpary 30 2017 Fore Property Company,: on behaif of the multioie crope,rty owners (BairdlHoweriOhltetd/Mortenseri) of the seven (7) parcels that are referred to as 920 Bayswater Avenue, filed an 4ppliCation with the City of Burlingame Community Development Department - Planning Divisiori requesting approval of the following requests" Design Review for construction ce a neW fotiestoryet 2S-unit aparlineet building withbeiow-grade parking (C.!S 25.28.04,5 (R-3 portion), C,B. 25,:$4.0.45 (MM) pertiori)::ertit Chapter is of. the Downtown Specific Plan); • Lot Combination (7 paresis into 1) (C.S, 26.04); • Conditionat Use Permit for Multifamily Residential in:the...Myrtle Reed Weed Use (MMU) Zone (CS.. 25..34,030(0; and • Density Borate Incentive .(C„B.: (C,S. 25,63;040(C)(1)). WHEREAS, on July 10, 2017 the Planning .CommiSsiois conducted o duly noticedpubiic hearing (environmental scoping isession 8, design reView st.dy albetia.0). to le:s6eW 0 138-4.0it residential apartment ::developfnerit ::proi*.pt and to identify subjects to be analyzed in the..project initial Study/Mitigated-Negative Declaration (IS/MND). At that tithe riirectien was provided to Ow:applicant:for rOiattrg, to:'-fhe,projeef desig0.004eopeeente were receiyed from Ine-CommisOon and publie regarding iseusielobe:alattressed in the prejeat ISiMNO:, end •WN on November 13, 201? the Flarining:40Mmisside conducted 8 duly riptibed public 404009 (study:session)te revirsiw a revised 124yunit retkferitiaapartment development project to address the eOricerriSevre.Seed by the neighbors and: Planning Commission, At.that tjrnepublic eerairrienta were takenand Oireettort Wee proVidedto.alie applicant fOr Wi-pet tothaPreject desigm. and 'WHEREAS, an ISIMND was- prepared to analyze cjitiEktfittpacts. said IMMO was circuieted for pi:1We revieW end Comment comMenoing on Jane 8.. 2018 and tonelbding on June 28, 2018i thereWere five public cOMMents received on the ISiMNDeand 'Feb000 consideration Of silt:infOrnt.*Ipri contairied n 0)6:4W* 13, .2018 staff,:teperte: the Planning Coretetseion regarding the prOjed, all vvritten correaporadenee. and all petilie; corarilents.. recti-ved at the publio hearing, the Corninist..-:ion reCOMMeildS %approval of the 128,-..unit :apartment deyeloprnent based on the tillowing findings regarding thepreject entitiernereet; Deside Review Firldint4F., REVIEWED FOR CODE COIIPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. • That, the proposed 128-unit apartment developrrient heel beetereitesigned in n craftsman style erehitectural that supports the pattern of diverse architatiqrat styles that charefateriee this transitional zone and alludes, to the vemacielar styles found in the nearby residential neighborhood. The proposed project is four -stories and has been massed to fit the project site which is visually prominent:and serves: as a gateway site between the downtown area and the adjacent muiti-farniiy and eirigle famity neichborhood, The project has a.fouitaafteor that is tucked beneath the gables which helps the new building blend ‘iivith the, other nearby reaktential btate4n94 detign and sesale. The placement of the project on the site arid the design respect s erid promotes pedestrian activity With an epee plaza area lecated at the comer of Bayswater Avenue and Myrtle Road; this is atewhere the leasing office is located that includes an: open storefront feet virith plate fass windows, inyitirtg to pedeetriene. The preject has been designed only one entrance to the 1 a3 off-street parking space% that are all located below grade so that it dos not doretnate street frontages and it is locate.d fattest away from the (ximer along the north end •:of the property pri Myrtle Road, The ground floor units have been oosigned to have Patios with wooden railing along both Bayswater Avenue and MyrtioReadlthat brieg the pedestrian feetitv to the street and wilt promote ground floor activities on thiscorner developMent • The R4porticel otthe property along Bayswater Avent.ie is a separate building, whidebeipi bre* up tiltaniaiting and reduce-a:the:height to three Stories to prineide a transitiori between The four story biiiiidingson the corner and Myrtle Road Side and Inc abutting Bayswater Avenue and Anita Road that are two and three -stories in height. • The proposed MOWOIS 8nd architectural features on Me craftsman style building- incieciastileoce gables with composition shingle roofing material, cement fiber horizontal siding and wood railing •arel columns that -complement and blend with the existing development found in this transitionet 'area between the downtown and the, Lyon Hoag residential neighborhood, The project inciddes: retention of eight of the existing trees on -site with three Ginkgo Biloba trees along Bayswater Avenue and along Myrtle Road there wili be 14 new crimson spire oaks planted that will enhance the eeieting streetscape. FOT the reasons Above the project may be found to be compatible With tne.reqUirernenta of the City'e.sie design ,review Greene, Ceratitional Use-Perielitfindings forAlluitifamityResideritial in the Myrtle Road Mixed Use itielMlfr Zone; • The sebject . property tocatien. is, '4-v11h1n Me Dosyntbwe Burlingame Specific Plan and further identified withintheMyttie,Rbad.Mmed Use..(MMU)-zonine district. for a majority of the site, whic:b re4iffies.a Cendlitic*IaltiSei Parinit terneitti-familyeasidential uses. The area is meant to serve as. a bdfferbetween the•downtown COM rneltlei'diOrki and the residentlai neighborhoods to the east, the proposect development is consistent with the existing uses currently found on the site and in the vioinitig while also being consistent with -the intent of the General Plan and Downtown Spe,e,itic Plan for this area, The required parking is met on-alle and the operrepeiCe provided for the units is tocated on the roof top and in courtyards thataire:focused toweri4,the 'Myrtle Road side of the ...property to recitICO irarltiCtS an otIvr residentiat peOpeibes iradie Vidnity, The aesthetics, mr„ss! bulk and character of the proposed pro)eot isOdriliatibie With oth-..er properties in the oeneral vicinity. Half of the existing trees on -site will bd.:retained and protected:41ringconstruction and project and location shown is prohibited. job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 a) ▪ consultant: 1. _c a) E owner: 'c6 Fo. cn 0 "En cn a prior written (15 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 CONDITIONS OF APPROVAL 1 A031 Plot Date 9/9/2019 9:22:26 AM a Local File: CAUsers\rinarinelarena,Documents‘B6079_Coinposite_2019_RMarinelarenarYt Consultant File Background Info: 5 4th P.C. SUBMITTAL 09/09/2019 CHAPTER 11A DIVISION I FIGURE 11A-3A CURB DETAIL SEE GROOVING DETAIL 11 A-3K X 2 N 12" MIN. BORDER GROOVES AT 3/4" O.C. REFER TO GROOVING DETAIL 11A-3K CURB AND GUTTER 8.33% MM_. 4" DRAIN --- L SECTION A -A SEE GROOVING DETAIL 11A-3K 10% MAX. SIDEWALK FIGURE 11A-3C CURB DETAIL SIDEWALK FIGURE 11A-3B CURB DETAIL 8.33% MAX. SECTION B-B SIDEWALK 2% MAX. X 2 N v 8.33% :MAX. 4-0". IMIN. / 4-0" MIN. FIGURE 11A-3E CURB DETAIL y4'-0" MIN. FIGURE 11A-3G CURB DETAIL CROSSWALK t FIGURE 11A-3D CURB DETAIL FIGURE 11A-3H CURB DETAIL approx. 3/4" except approx. 1 1/2" on sloping portion of ramp FIGURE 11A-3K CURB DETAIL SEE GROOVING DETAIL 11A-3K RETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK FRONT EDGE OF SIDEWALK SEE GROOVING DETAIL 11A-3K 0 FRONT EDGE OF SIDEWALK 2% MAX. -FULL CURB HEIGHT 10% MAX. SLOPE AT CURB, TYP. 8.33% 8.33% MAX. MAX. 10% MAX. SLOPE AT CURB, TYP. 12" MIN. BORDER FIGURE 11A-3F CURB DETAIL SIDEWALK LESS THAN 60" WIDE GROOVES AT 3/4" O.C. REFER TO GROOVING DETAIL 11A-3K 10% MAX SLOPE AT CURB, TYP. ----FRONT EDGE OF SIDEWALK FIGURE 11A-31 CURB DETAIL FIGURE 11A-3J CURB DETAIL FRONT OF RAMP 8.33% as V planting area 48" MIN. 2% max. - SECTION A RETAINING CURB IF NECCESSARY TOP OF RAMP--1 8.33% max._ \ 48" MIN. 0 SECTION B (depress entire sidewalk as required) 8,33% max. 2% max. 4'-0"MIN. L .E SECTION C FIGURE 11A-3L CURB SECTIONS 2% max. D SECTION 1110A EXTERIOR ROUTES OF TRAVEL 1110A.1 GENERAL. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLE ROUTE SHALL BE THE MOST PRACTICAL DIRECT ROUTE AND TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIOR ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING AND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BE PROVIDED BETWEEN ACCESSIBLE BUILDING AND ACCESSIBLE SITE FACILITIES WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE. 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILY DWELLING UNITS. 4. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVE THE DWELLING UNIT. 5. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. SEE SECTION 1124A. NOTE: IF THE SLOPE OF THE FINISHED GRADE BETWEEN COVERED MULTIFAMILY DWELLINGS AND SITE ARRIVAL POINTS, PUBLIC USE OR COMMON USE FACILITIES (INCLUDING PARKING) EXCEEDS 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICAL BARRIERS (NATURAL OR ARTIFICIAL) OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDE THE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, AN ACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED: 1. THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS, AND 2. NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDED AT THE PUBLIC USE OR COMMON USE FACILITY. 1110A.2 SIGNS. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN SECTION 1143A.2. 1110A.3 FLOOR AND GROUND SURFACES. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. IF CARPET OR CARPET TILE IS USED IN A COMMON -USE AREA OR PUBLIC -USE AREA ON A GROUND OR FLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACKING. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH (12.7 MM). EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1111 A REQUIREMENTS FOR CHANGES IN LEVEL. 1110A.3.1 RECESSED DOORMATS. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 1110A.4 EXTERIOR ACCESSIBLE ROUTES OVER 200 FEET. EXTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET (60 960 MM) IN LENGTH SHALL COMPLY WITH SECTION 1138A.1.2. (SEE 38/ A3.40; FIGURE 11A-1L) U) (a) MINIMUM CLEAR WIDTH 5'-0"MIN . (b) PASSING SPACE 0 CV 1'-0" 3'-0" MIN. i 1'-0" MIN. 5'-0"MIN . (c) T-SHAPED SPACE FIGURE 11A-1 L PASSING METHODS FOR ACCESSIBLE ROUTE OVER 200 FEET SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES 4 1111A.1 CHANGES IN LEVEL NOT EXCEEDING 1/2 INCH. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL NOT EXCEEDING 114 INCH MAY BE VERTICAL. 1111A.2 CHANGES GREATER THAN 1/2 INCH. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL( 5-PERCENT SLOPE), OR A CURB RAMP, RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY WITH SECTION 1115A FOR EXTERIOR STAIRWAYS. SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES 1112A.1 GENERAL. CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THE PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS IN THE CENTER OF THE CROSSWALK OF EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A CURB RAMP IN THE CENTER OF THE CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS. 1112A.2 OBSTRUCTIONS. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKED CARS. BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE. 1112A.3 WIDTH OF CURB RAMPS. CURB RAMPS SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. 1112A.4 DIAGONAL CURB RAMPS. IF DIAGONAL (OR CORNER -TYPE) CURB RAMPS HAVE RETURNED CURBS OR OTHER WELL-DEFINED EDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A 48-INCH MINIMUM CLEAR SPACE AS SHOWN IN FIGURES 11A-3A THROUGH 11A-3L. IF DIAGONAL CURB RAMPS ARE PROVIDED AT MARKED CROSSINGS, THE 48-INCH CLEAR SPACE SHALL BE WITHIN THE MARKINGS (SEE FIGURES 11A-3A THROUGH 11A3L),IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL ALSO HAVE AT LEAST A 24-INCH-LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SEE FIGURES 11A-3A THROUGH 11A-3L. 1112A.5 SLOPE OF CURB RAMPS. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN 4 FEET OF THE TOP AND BOTTOM OF THE CURB RAMP. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, THEN IT SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE I UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SEE FIGURES 11A-3A THROUGH 11 A-3 L. 1109A.7 LOCATION OF ACCESSIBLE PARKING SPACES. THE LOCATION OF ACCESSIBLE PARKING SPACES SHALL COMPLY WITH THE FOLLOWING: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING, OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. 2. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE BUILDING ENTRANCES. 3. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN CROSSING VEHICLE TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. 4. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING SPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. 5. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. EXCEPTION: WHEN THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION OR PROVIDING EQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP, PARKING SPACES MAY BE PROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHIND OTHER THAN ACCESSIBLE PARKING SPACES. 1109A.8 DESIGN AND CONSTRUCTION. ACCESSIBLE PARKING REQUIRED BY THIS SECTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 1109A. 1109A.8.1 VERTICAL CLEARANCES. ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKING SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CHAPTER 11 B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGE WAYS IN THE SAME PARKING LEVEL. 1109A.8.2 ARRANGEMENT OF PARKING SPACES. PARKING SPACES SHALL BE ARRANGED TO COMPLY WITH THE FOLLOWING: 1. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. 2. RAMPS, INCLUDING CURB RAMPS, SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE. 1109A.8.3 SLOPE OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 114 INCH PER FOOT (2.083-PERCENT GRADIENT) IN ANY DIRECTION. 1109A.8.4 ACCESSIBLE PARKING SPACE SIZE. ACCESSIBLE PARKING SPACES SHALL COMPLY WITH SECTIONS 1109A.8.5 AND 1109A.8.6. 1109A.8.5 ACCESSIBLE SINGLE PARKING SPACE. WHERE ACCESSIBLE SINGLE SPACES ARE PROVIDED, THEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 1. SINGLE SPACES SHALL BE 14 FEET (4267 MM) WIDE AND LINED TO PROVIDE A 9-FOOT WIDE PARKING AREA AND A 5-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE (SEE FIGURE 11A -2B) WITH THE VEHICLE PARKED IN THE FORWARD POSITION. 2. WHEN MORE THAN ONE SPACE IS PROVIDED, TWO 9-FOOT WIDE PARKING SPACES MAY BE LINED ON EACH SIDE OF A 5-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE (SEE FIGURES 11A-2A AND 11A-2C). 3. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. 4. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER, HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH 5-FOOT (1524 MM) WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES ( 305 MM) HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. NOTE: SEE FIGURES 11A-2A, 11A-2B AND 11A-2C. 1109A.8.6 VAN ACCESSIBLE PARKING SPACE. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: EACH SPACE SHALL BE SERVED BY A LOADING AND UNLOADING ACCESS AISLE AT LEAST 8 FEET WIDE, PLACED ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION. THE MINIMUM LENGTH OF EACH SPACE SHALL BE 18 FEET. EACH SPACE SHALL BE DESIGNATED "VAN ACCESSIBLE" AS REQUIRED BY SECTION 1109A.8.8. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. I I THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER, HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH 8-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. NOTE: SEE FIGURES 11A-2A, 11A-2B AND 11A-2C. 1109A.8.7 ADJACENT PARKING. PARKING SPACES ADJACENT TO ACCESSIBLE PARKING SPACES SHALL NOT BE CONSIDERED AS LOADING AND UNLOADING ACCESS AISLES. 1109A8.8 IDENTIFICATION. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED WITH SIGNAGE AND SURFACE MARKING IN ACCORDANCE WITH SECTIONS 1109A8.8.1 AND 1109A8.8.2. 1109A.8.8.1 PARKING SIGNAGE. EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. VAN ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 1109A.8.6 AND SHALL HAVE AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. NOTE: WHEN ASSIGNED RESIDENT PARKING IS PROVIDED, SIGNAGE IS NOT REQUIRED EXCEPT FOR UNASSIGNED OR VISITOR PARKING SPACES. AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, AND SHALL CLEARLY AND CONSPICUOUSLY STATE THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. 1109A8.8.2 PARKING SPACE MARKING. IN ADDITION TO THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING: 1. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY"; OR, 2. BY OUTLINING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON BLUE BACKGROUND. THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. NOTE: SEE FIGURES 11A-2A, 11A-2B AND 11A-2C. eo U �I 9 -0" MIN. PEDESTRIAN ROUTE NO PARKING 11 P 9 -0" MIN. 70sq. INCHES ACCESSIBILITY SIGN PER SECTION 1109A8.8. (SEE ACCESSIBILITY SIGN FIGURE) WHEEL STOP 2. ELEVATOR BUILDING. WHEN A BUILDING ELEVATOR OR ELEVATORS ARE PROVIDED AS A MEANS OF ACCESS TO DWELLING UNITS OTHER THAN DWELLING UNITS ON A GROUND FLOOR (SEE SECTION 1104A.2), THE BUILDING IS AN ELEVATOR BUILDING. ALL DWELLING UNITS BECOME COVERED MULTIFAMILY DWELLINGS IN THAT BUILDING. THE ELEVATOR IN THAT BUILDING MUST PROVIDE ACCESSIBILITY TO ALL DWELLING UNITS IN THE BUILDING, REGARDLESS OF THE SLOPE OF THE NATURAL TERRAIN. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, SEE SECTION 1102A.3.2. NOTE: WHERE A BUILDING ELEVATOR IS PROVIDED ONLY AS MEANS OF CREATING AN ACCESSIBLE ROUTE TO COVERED MULTIFAMILY DWELLING UNITS ON A GROUND FLOOR, THE BUILDING IS NOT CONSIDERED TO BE AN ELEVATOR BUILDING, ONLY DWELLING UNITS LOCATED ON THE GROUND FLOOR SHALL BE REQUIRED TO COMPLY WITH THIS CHAPTER. 3. ELEVATED WALKWAY. WHEN AN ELEVATED WALKWAY IS PLANNED BETWEEN A BUILDING ENTRANCE AND A VEHICULAR OR PEDESTRIAN ARRIVAL POINT, AND THE PLANNED WALKWAY HAS A SLOPE NO GREATER THAN 10 PERCENT (1 UNIT VERTICAL IN 10 UNITS HORIZONTAL), THE FLOOR BEING SERVED BY THE ELEVATED WALKWAY BECOMES A GROUND FLOOR AND ACCESSIBILITY TO ALL DWELLINGS ON THAT GROUND FLOOR IS REQUIRED. NOTE: SINCE THE PLANNED WALKWAY MEETS THE 10 PERCENT SLOPE CRITERION, IT IS REQUIRED TO PROVIDE AN ACCESSIBLE ROUTE TO THE ENTRANCE, AND THE SLOPE OF THE WALKWAY MUST BE REDUCED TO 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33 PERCENT SLOPE) MAXIMUM. 1106A.2 SITE IMPRACTICALITY. FOR TESTS TO DETERMINE SITE IMPRACTICALITY DUE TO TERRAIN CONSIDERATIONS IN NON ELEVATOR BUILDINGS, SEE SECTION 1150A. CHAPTER 11A DIVISION II CHAPTER 11A HOUSING ACCESSIBILITY DIVISION II EXTERIOR FACILITIES NOTE: 1. FOR PUBLIC USE FACILITIES, SEE CHAPTER 11B OF THIS CODE; SHEET SERIES A3.5. 2. FOR CHAPTER 11A DIVISION I, APPLICATION AND GENERAL PROVISIONS, SECTIONS 1101A THROUGH 1107,SEE SHEET A-1.0. 3. FOR CHAPTER 11A DIVISION II, EXTERIOR FACILITIES, SECTIONS 1108A THROUGH 1116, SEE SHEETS A1.0 AND A1.0.1. FOR THE APPLICATION OF EXTERIOR FACILITY FEATURES SEE THE CIVIL AND LANDSCAPE DOCUMENTS PREPARED BY OTHERS UNLESS FEATURES ARE SPECIFICALLY DOCUMENTED WITHIN A STRUCTURE DOCUMENTED BY ARCHITECTS ORANGE 4. FOR CHAPTER 11A DIVISION III, COMMON USE FACILITIES, SECTION 1127A, SEE SHEETS A3.20 AND A3.20.1. 5. FOR CHAPTER 11A DIVISION III, BUILDING FEATURES, SECTIONS 1117A THROUGH 1126A, SEE SHEETS A3.30 AND A3.30.1. 6. FOR CHAPTER 11A DIVISION IV DWELLING UNIT FEATURES, SECTIONS 1128A THROUGH 1136A, SEE SHEETS A3.0. 7. FOR CHAPTER 11A DIVISION V, FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS, SECTIONS 1137A THROUGH 1143A, SEE SHEETS A3.40. SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL NOTES: IN ADDITION TO PROVISIONS OF THIS DIVISION, EXTERIOR ROUTES OF TRAVEL THAT PROVIDE ACCESS TO, OR EGR ESS FROM, BUILDINGS FOR PERSONS WITH DISABILITIES SHALL ALSO COMPLY WITH CHAPTER 10. SECTION 1109A PARKING FACILITIES 1109A.1 ACCESSIBLE PARKING REQUIRED. EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS SHALL PROVIDE ACCESSIBLE PARKING AS REQUIRED BY THIS SECTION. 1109A.2 PARKING FACILITIES. PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. GARAGES 2. PRIVATE GARAGES 3. CARPORTS 4. OFF-STREET PARKING (PARKING LOTS/SPACES) 1109A.2.1 PRIVATE GARAGES. PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED IN SECTION 1109A. PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED TOGETHER. EXCEPTION: A PRIVATE GARAGE ATTACHED TO AND DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS: 1. A DOOR LEADING DIRECTLY FROM THE COVERED DWELLING UNIT WHICH IMMEDIATELY ENTERS THE GARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH SECTIONS 1132A.3 THROUGH 1132A.9. 2. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO AN EXTERIOR DOOR ENTERING THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS. 3. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE VEHICULAR ENTRANCE AT THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT THE PRIMARY ENTRY DOOR. 1109A.3 REQUIRED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. 1109A.4 ASSIGNED ACCESSIBLE PARKING SPACES. WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2 PERCENT OF THE ASSIGNED PARKING SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS REQUIRED BY SECTION 1109A.8.8 SHALL NOT BE REQUIRED. 1109A.5 UNASSIGNED AND VISITOR PARKING SPACES. WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENT OR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE AND PROVIDE ACCESS TO GRADE -LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THE SPACE. 1109A.6 REQUESTS FOR ACCESSIBLE PARKING SPACES. WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALL BE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL RANGE OF CHOICES (E.G., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHER RESIDENTS. STRIPES AT 36 INCHES ON CENTER WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH LETTER MIN. FIGURE 11A-2A DOUBLE PARKING STALLS TYP, PAVEMENT SYMBOL PER SECTION 1109A8.8 DIMENSION TO CENTERLINE OF STRIPE TYPICAL PEDESTRIAN ROUTE T 9-0"MIN. 5' M IN. AT TYPICAL ACCESSIBLE PARKING STALL 8' MIN. AT VAN ACCESSIBLE PARKING STALL PEDESTRIAN ROUTE FIGURE 11A-2C 70sq. INCHES ACCESSIBILITY SIGN PER SECTION 1109A8.8. (SEE ACCESSIBILITY SIGN FIGURE) WHEEL STOP 9 co AS REQUIRED BY I' LOCAL JURISDICTION FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS STRIPES AT 36 INCHES ON CENTER WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH LETTER MIN. TYP. PAVEMENT SYMBOL PER SECTION 1109A8 8 DIMENSION TO CENTERLINE OF STRIPE TYPICAL 5' MIN. AT TYPICAL ACCESSIBLE PARKING STALL 8' MIN. AT VAN ACCESSIBLE PARKING STALL w 0 LL CC Dw COF Oz Z D YO aCO >0 OZ CO z� co w 0 LL CC D w CO F- OZ ZD YO CC 2 aJ Q mw Q z� co PARKING STALL ACCESSIBILITY SIGN INTERNATIONAL SYMBOL OF ACCESSIBILITY POSTED MINIMUM FINE POSTED VAN ACCESSIBLE PARKING SURFACE SECTION 1101 APPLICATION 1101A.1 SCOPE. THE APPLICATION AND AUTHORITY OF THIS CHAPTER ARE IDENTIFIED AND REFERENCED IN SECTIONS 1.8.2.1.2 AND 1102A FOR THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT. APPLICABLE SECTIONS ARE IDENTIFIED IN THE MATRIX ADOPTION TABLES OF THIS CODE UNDER THE ABBREVIATION HCD 1-AC.THE PROVISIONS OF THIS CHAPTER SHALL APPLY TO THE FOLLOWING: 1. ALL NEWLY -CONSTRUCTED COVERED MULTIFAMILY DWELLINGS. 2. NEW COMMON USE SPACES SERVING EXISTING COVERED MULTIFAMILY DWELLINGS. 3. ADDITIONS TO EXISTING BUILDINGS, WHERE THE ADDITION ALONE MEETS THE DEFINITION OF A COVERED MULTIFAMILY DWELLING. 4. COMMON -USE AREAS SERVING COVERED MULTIFAMILY DWELLINGS. 5. WHERE ANY PORTION OF A BUILDING'S EXTERIOR IS PRESERVED, BUT THE INTERIOR OF THE BUILDING IS REMOVED, INCLUDING ALL STRUCTURAL PORTIONS OF FLOORS AND CEILINGS, THE BUILDING IS CONSIDERED A NEW BUILDING FOR DETERMINING THE APPLICATION OF THIS CHAPTER. THESE BUILDING STANDARDS GENERALLY DO NOT APPLY TO PUBLIC ACCOMMODATIONS SUCH AS HOTELS AND MOTELS. PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. SECTION 1102A BUILDING ACCESSIBILITY 1102A.1 WHERE REQUIRED. BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES WITHIN THE SCOPE OF THIS CHAPTER SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. EACH BUILDING ON A BUILDING SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMINING THE REQUIREMENTS CONTAINED IN THIS CHAPTER, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICH MUST COMPLY WITH SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURE SEPARATED BY FIREWALLS DO NOT CONSTITUTE SEPARATE BUILDINGS. NEWLY -CONSTRUCTED COVERED MULTIFAMILY DWELLINGS AS DEFINED IN THIS CHAPTER, INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. APARTMENT BUILDINGS WITH 3 OR MORE DWELLING UNITS INCLUDING TIMESHARE APARTMENTS NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATION OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 2. CONDOMINIUMS WITH 4 OR MORE DWELLING UNITS INCLUDING TIMESHARE CONDOMINIUMS NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATION OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 3. LODGING HOUSES, AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE, USED AS A RESIDENCE WITH MORE THAN 3 BUT NOT MORE THAN 5 GUEST ROOMS. 4. CONGREGATE RESIDENCES, AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 5. DWELLINGS WITH 3 OR MORE EFFICIENCY UNITS, AS DEFINED IN CHAPTER 2 OF THIS CODE, OR SECTION 17958.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 6. SHELTERS FOR HOMELESS PERSONS, NOT OTHERWISE SUBJECT TO THE DISABLED ACCESS PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT -ACCESS COMPLIANCE (DSA-AC). 7. DORMITORIES, AS DEFINED IN CHAPTER 2 OF THIS CODE, WITH 3 OR MORE GUEST ROOMS AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 8. TIMESHARE DWELLINGS WITH 3 OR MORE UNITS, NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATIONS OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 9. OTHER GROUP R OCCUPANCIES IN COVERED MULTIFAMILY DWELLINGS WHICH ARE REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL. SEE SECTION 1.11. 10. PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC). SEE CHAPTER 11B. 1102A.2 EXISTING BUILDINGS. THE BUILDING STANDARDS CONTAINED IN THIS CHAPTER DO NOT APPLY TO THE ALTERATION, REPAIR, REHABILITATION OR MAINTENANCE OF MULTIFAMILY DWELLINGS CONSTRUCTED FOR FIRST OCCUPANCY PRIOR TO MARCH 13, 1991. PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA- AC). SEE CHAPTER 11B. COVERED MULTIFAMILY DWELLINGS SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. APARTMENTS CONSTRUCTED PRIOR TO MARCH 13, 1991, SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. ADDITIONS SHALL BE SUBJECT TO THE REQUIREMENTS OF THIS CHAPTER, PROVIDED THE ADDITION, WHEN CONSIDERED ALONE, MEETS THE DEFINITION OF A COVERED MULTIFAMILY DWELLING, AS DEFINED IN CHAPTER 2. NEW COMMON USE SPACES SERVING EXISTING COVERED MULTIFAMILY DWELLINGS SHALL BE SUBJECT TO THE REQUIREMENTS OF THIS CHAPTER. NOTE: FOR ALL EXISTING PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING, SEE CHAPTER 11B, FOR PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT - ACCESS COMPLIANCE (DSA -AC). 1102A.3 MULTISTORY DWELLINGS. 1102A.3.1 MULTISTORY APARTMENT OR CONDOMINIUM DWELLINGS IN BUILDINGS WITH NO ELEVATOR. THIS SECTION SHALL APPLY TO MULTISTORY DWELLING UNITS ON THE GROUND FLOOR OF BUILDINGS WITHOUT ELEVATORS FOR WHICH AN APPLICATION FOR A CONSTRUCTION PERMIT IS SUBMITTED ON OR AFTER JULY 1, 2005. EXCEPTION: CARRIAGE UNITS AS DEFINED IN CHAPTER 2 AND REGULATED ONLY BY THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AS REFERENCED IN SECTION 1.8.2.1.2. AT LEAST 10 PERCENT BUT NOT LESS THAN ONE OF THE MULTISTORY DWELLINGS IN APARTMENT BUILDINGS WITH 3 OR MORE DWELLING UNITS AND/OR CONDOMINIUMS WITH 4 OR MORE DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 1. THE PRIMARY ENTRY TO THE DWELLING UNIT SHALL BE ON AN ACCESSIBLE ROUTE U E UNLESS EXEMPTED BY SITE IMPRACTICALITY TESTS IN SECTION 1150A. 2. AT LEAST ONE POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL, SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE PROVISIONS IN DIVISION TV. 3. ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE PROVISIONS IN DIVISION IV. ROOMS AND SPACES LOCATED ON THE PRIMARY ENTRY LEVEL AND SUBJECT TO THIS CHAPTER MAY INCLUDE BUT ARE NOT LIMITED TO KITCHENS, POWDER ROOMS, BATHROOMS, LIVING ROOMS, BEDROOMS OR HALLWAYS. 4. COMMON USE AREAS COVERED BY THIS SECTION SHALL BE ACCESSIBLE AS REQUIRED BY THIS CHAPTER. PUBLIC USE AREAS AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS SECTION SHALL BE CALCULATED I US NG THE TOTAL NUMBER OF AL L MULTISTORY DWELLING UNITS IN BUILDINGS ON A SITE WHICH ARE B SU JECT TO THIS SECTION. ANY FRACTION THEREOF SHALL BE ROUNDED TO THE NEXT HIGHEST WHOLE NUMBER. 1102A.3.2 MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS. MULTISTORY DWELLING UNITS CONTAINED IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH THIS SECTION. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS, THE STORY OF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOOR AND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY WITH THE FOLLOWING: 1. AT LEAST 1 POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL. 2. AT LEAST 1 KITCHEN SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL. 3. ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH DIVISION IV. 1102A.4 TEMPORARY RESTRICTIONS. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. SECTION 1103A DESIGN AND CONSTRUCTION 1103A.1 GENERAL. WHEN BUILDINGS ARE REQUIRED TO BE ACCESSIBLE, THEY SHALL BE DESIGNED AND CONSTRUCTED AS PROVIDED IN THIS CHAPTER. NOTE: PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. SECTION 1104A COVERED MULTIFAMILY DWELLINGS 1104A.1 GENERAL. ALL GROUND -FLOOR DWELLING UNITS IN NON -ELEVATOR BUILDINGS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE, UNLESS AN ACCESSIBLE ROUTE IS NOT REQUIRED AS DETERMINED BY SITE IMPRACTICALITY PROVISIONS IN SECTION 1150A. FOR BUILDINGS WITH ELEVATORS, SEE SECTION 1106A. MULTISTORY DWELLING UNITS SHALL COMPLY WITH SECTION 1102A.3. 1104A.2 GROUND FLOORS ABOVE GRADE. WHERE THE FIRST FLOOR CONTAINING DWELLING UNITS IN A BUILDING IS ABOVE GRADE, ALL UNITS ON THAT FLOOR SHALL BE SERVED BY AN ACCESSIBLE ROUTE. THIS FLOOR WILL BE CONSIDERED A GROUND FLOOR AND ALL DWELLING UNITS ARE CONSIDERED COVERED MULTIFAMILY DWELLING UNITS. EXCEPTION: CARRIAGE UNITS AS DEFINED IN CHAPTER 2 AND REGULATED ONLY BY THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AS REFERENCED IN SECTION 1.8.2.1.2. MULTISTORY DWELLING UNITS SHALL COMPLY WITH SECTION 1102A.3. SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES 1105A.1 GENERAL. GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED IN SECTION 1109A. SECTION 1106A SITE AND BUILDING CHARACTERISTICS 1106A.1 GENERAL. COVERED MULTIFAMILY DWELLINGS WITH ELEVATORS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE AT LEAST ONE ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE, REGARDLESS OF TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE. COVERED MULTIFAMILY DWELLINGS WITHOUT ELEVATORS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE AT LEAST ONE ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE UNLESS TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE PREVENT AN ACCESSIBLE ROUTE BASED ON THE CONDITIONS LISTED BELOW: ACCESSIBLE ENTRANCE. REGARDLESS OF SITE CONSIDERATIONS DESCRIBED IN SECTION 1150A, AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE IS REQUIRED WHEN THERE IS AN ELEVATOR CONNECTING THE PARKING AREA WITH THE DWELLING UNITS ON A GROUND FLOOR. (IN THIS CASE, THOSE DWELLING UNITS ON THE GROUND FLOOR SERVED BY AN ELEVATOR, AND AT LEAST ONE OF EACH TYPE OF PUBLIC AND COMMON -USE AREAS, WOULD BE SUBJECT TO THESE REQUIREMENTS.) -6 job no. B6079 a) drawn Q submittal N 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 u) 3rd Plan Check Submittal 06/07/2019 0oc 4th Plan Check Submittal 09/09/2019 c0 revision U U) 0 a) U) U) date - consultant: N 0 C C CI) 0 U) U owner: L 0 C 0 .(T) C)) (1) a nC a) 0 Q. co a X 5 a C 0 a) 0 r C a) U 0 L a a) I- a) +6 C co O 0 C a U U) U L t0 0 U CO E a) a) r 0 L a 0 L a U) Cl). U X U) a) U) L t0 C D Cl) a a) C a) W a) L a U) L C c0 a -o SHEET TITLE C SHEET No REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERJTAS NORTh AMERICA, INC. >- ZcDEL Lo M „c`D O0 oui >.- F- 0 EC (n w� J 0 S cc (7) CL > WCC Crt3 Y 0 a LL °O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 CBC 11A DIV I & DIV II SITE ACCESSIBILITY NOTES A041 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 919/2019 9:22:29 MA Local File: Ca;J er: 'lrrtlarinelarerra\Docl-,rr en<s\ 60-r-9:':z>rrl(osite_2019-_F?Marineiar.anarwt Consultant File Background Info: DIAGONAL PARKING STALLS SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES 1114A.6.2.6 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL COMPLY WITH THIS SECTION, OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. a) job no. B6079 1 1/4" MAX. NOTE: at exterior stair all treads are to have warning stripes per Section 1115A.5 12" PLUS TREAD TREAD WIDTH MIN. as 1116A.1 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF. EXCEPTIONS: 1. BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION IN ACCORDANCE WITH SECTION 1010.10.1. 1116A.2 HEADROOM CLEARANCE. WALKS, PEDESTRIAN WAYS, AND OTHER CIRCULATION SPACES, WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM, SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN SECTION 1003.2. OTHER WALKS, PEDESTRIAN WAYS, AND CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES. IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR SHALL BE PROVIDED. EXCEPTION: DOORWAYS AND ARCHWAYS LESS THAN 24 INCHES IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES NOMINAL. (SEE SECTION 1126A.) 1116A.3 OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. (SEE FIGURE 11 A -1 B.) WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 1116A.4 FREE-STANDING SIGNS. WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80 INCHES ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). 1116A.5 DETECTABLE WARNINGS AT VEHICULAR AREAS. WHEN A WALK CROSSES OR ADJOINS A VEHICULAR WAY, THE WALKING SURFACE SHALL BE SEPARATED FROM THE VEHICULAR AREA BY CURBS, RAILINGS OR OTHER ELEMENTS, OR THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING 36 INCHES WIDE MINIMUM, COMPLYING WITH CHAPTER 11B, SECTION 11B-705. 1 1/4" MAX. 3uMpx STAIRS FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS GUARD OR BARRIER RAIL • EGRESS HEADROOM CLEARANCE FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING PROJECTION Co 0 I- M CLARIFICATION DIMENSION LINE LOCATION (SHOWN DASHED) z 0 OVERHANGING OBSTRUCTION NOMINAL DIAMETER 0 r; HEADROOM CLEARANCE 1 1/4" MIN. 1 1/2" MIN. (a) HANDRAILS WITH CIRCULAR CROSS SECTION 1 1/4" - 2" 1 1/2" f MIN. 3" MAX Z (N CIRCULAR CROSS SECTION. THE HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION. NON CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM. 1114A.6.2.7 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1114A.7 EDGE PROTECTION. RAMPS AND RAMP LANDINGS SHALL BE PROVIDED WITH A CONTINUOUS AND UNINTERRUPTED BARRIER ON EACH SIDE ALONG THE ENTIRE LENGTH IN COMPLIANCE WITH SECTIONS 1010.10 AND 1010.10.1. (SEE FIGURE 11A-5A.) NOTE: EXTENDED FLOORS OR GROUND SURFACES, AS PERMITTED IN SECTION 1010.10.2, ARE NOT ALLOWED FOR RAMPS AND RAMP LANDINGS PART OF AN ACCESSIBLE ROUTE. SECTION 1115A EXTERIOR STAIRWAYS 1115A.1 GENERAL. EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. 1115A.2 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS. EXCEPTIONS: AN OPENING OF NOT MORE THAN INCH (12.7 MM) MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THE TREAD. RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN 1/2 INCH (12.7 MM) MAY BE PERMITTED. 1115A.3 TREADS. ALL TREAD SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). 1115A.4 NOSING. NOSING SHALL NOT PROJECT MORE THAN 1 1/4 INCHES ( 31.8 MM) PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES (0.52 RAD) FROM THE VERTICAL. (SEE FIGURE 11A-6A). 1115A.5 STRIPING FOR THE VISUALLY IMPAIRED. EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. 1115A.6 EXTERIOR STAIRWAY HANDRAILS. 1115A.6.1 WHERE REQUIRED. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY -WITH SECTION 1012.9. EXCEPTION: STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. 1115A.6.2 HANDRAIL CONFIGURATION. 1115A.6.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS. 1115A.6.2.2 HANDRAIL CONTINUITY. HANDRAILS ON ALL STAIRWAYS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS BETWEEN STAIR FLIGHTS. 1115A.6.2.3 HANDRAIL EXTENSION. AT THE TOP OF STAIR FLIGHTS, HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES HORIZONTALLY ABOVE LANDING, BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT THE BOTTOM OF STAIR FLIGHTS, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUE WITH 12 INCHES MINIMUM HORIZONTAL EXTENSION, SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT, OR SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE. HANDRAIL HORIZONTAL EXTENSIONS SHALL BE IN THE SAME DIRECTION AS THE STAIR FLIGHTS. (SEE FIGURES 11A-6AAND 11A-6E.) 1115A.6.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES MINIMUM BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A-6B). 1115A.6.2.5 HANDRAIL GRIPPING SURFACES. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH, AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS, AND SHALL HAVE ROUNDED EDGES. 1115A.6.2.6 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL COMPLY WITH THIS SECTION, OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION. NONCIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM. 1115A.6.2.7 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4" - 6 1/4" PERIMETER (B) HANDRAILS WITH NON - CIRCULAR CROSS SECTIONS 1 1/4" MIN. 1 1/2". 2' MAX. MIN. 1/8" MIN. RADIUS (TYP.) NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN PLUS DOOR WIDTH OTE 2: MAXIMUM IZONTAL DISTANCE OF RAMP AND RUN VARY 12 1°4 ,00ttom \eve1 \ana`n9 w%arh re es 9uired see"(Ae 2 WHEN A DOOR -- DOES NOT SWING ONTO THE LANDING 5 A,.14` ..� see note nteree to (a) trrun ramp 1114A.5 RAMP HEIGHT. RAMPS MORE THAN 30 INCHES (762 MM) ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTH SIDES SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY SECTION1013. GUARDRAILS SHALL BE CONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP. 1114A.6 RAMP HANDRAILS. 1114A.6.1 WHERE REQUIRED. HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). EXCEPTIONS: 1. CURB RAMPS. 2. RAMPS THAT SERVE AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT RAMPS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE OR SIDES. 3. RAMPS AT EXTERIOR DOOR LANDINGS WITH LESS THAN 6 INCHES RISE OR LESS THAN 72 INCHES IN LENGTH. 1114A. 6.2 HANDRAIL CONFIGURATION. 1114A.6.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE. 1114A.6.2.2 HANDRAIL CONTINUITY. HANDRAILS ON ALL RAMPS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS BETWEEN RAMP RUNS. 1114A.6.2.3 HANDRAIL EXTENSION. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES HORIZONTALLY ABOVE LANDINGS, BEYOND THE TOP AND BOTTOM OF THE RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. HANDRAIL EXTENSIONS SHALL BE IN THE SAME DIRECTION AS THE RAMP RUNS. (SEE FIGURE 11A-5A). STREET 48" MIN. 12". MIN. 0 SIDEWALK 36" MIN. CLEAR FACE OF CURB POLE STREET (a) sidewalk obstructions 12". MIN. (b) handrail guide rail (c) guide curb 48" MIN. FIGURE 11A-5A RAMPS AND SIDEWALKS SIDEWALK 36" MIN. guide curb detail TO SUIT guide curb detail 1114A.6.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES MINIMUM BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A-6B). 1114A.6.2.5 HANDRAIL GRIPPING SURFACES. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH, AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS, AND SHALL HAVE ROUNDED EDGES. EXCEPTION: WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL, THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. 1114A.6.2.6 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL COMPLY WITH THIS SECTION, OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. 1. CIRCULAR CROSS SECTION. THE HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION. 2. NON CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM. 1114A.6.2.7 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1114A.7 EDGE PROTECTION. RAMPS AND RAMP LANDINGS SHALL BE PROVIDED WITH A CONTINUOUS AND UNINTERRUPTED BARRIER ON EACH SIDE ALONG THE ENTIRE LENGTH IN COMPLIANCE WITH SECTIONS 1010.10 AND 1010.10.1. (SEE FIGURE 11A-5A.) NOTE: EXTENDED FLOORS OR GROUND SURFACES, AS PERMITTED IN SECTION 1010.10.2, ARE NOT ALLOWED FOR RAMPS AND RAMP LANDINGS PART OF AN ACCESSIBLE ROUTE. 1114A.6.2.5 HANDRAIL GRIPPING SURFACES. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH, AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. 60"10- WHEN A DOOR i-. DOES NOT SWING ONTO THE LANDING (b) ramp with turning landing HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS, AND SHALL HAVE ROUNDED EDGES. EXCEPTION: WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL, THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. NOTE 1 . WHEN DOOR SWINGS ONTO LANDING 42" MIN PLUS DOOR WIDTH NOTE 2 MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY MIN / / Wigelth re4uir� / (a) ramp with intermediate switch back landing TE2 WHEN A DOOR DOES NOT SWING ONTO THE LANDING SEE 24" MIN. EXTERIOR AND 18" INTERIOR BEYOND THE STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH THE DOOR SWINGS 5`-0" MIN: I S,p"MiN /- see NOTE width as required jr 5'-0" MIN. (b) ramp landingat doorway 1112A.6 LEVEL LANDING. A LEVEL LANDING 48 INCHES DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). 1112A.7 FINISH. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIP -RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 1112A.8 BORDER. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4 INCH ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. SEE FIGURES 11A-3A THROUGH 11A-3K. 1112A.9 DETECTABLE WARNINGS. SEE CHAPTER 11B SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE 1113A.1 WIDTH AND CONTINUOUS SURFACE. WALKS AND SIDEWALKS SUBJECT TO THIS CHAPTER SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH. (SEE SECTION 1111A). 1113A.1.1 WIDTH. WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48 INCHES IN WIDTH, EXCEPT THAT WALKS SERVING AN INDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36 INCHES IN CLEAR WIDTH EXCEPT AT DOORS. 1113A.1.2 SURFACE CROSS SLOPES. SURFACE CROSS SLOPES SHALL NOT EXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083-PERCENT SLOPE). 1113A.2 WALKS WITH CONTINUOUS GRADIENTS. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60 INCHES IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. 1113A.3 FIVE PERCENT GRADIENT. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL ( 5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS OF SECTION 1114A. 1113A.4 LEVEL AREAS. WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES (1524 MM BY 1524 MM) AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES (1219 MM BY 1118 MM) DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEE SECTION 1126A.3.2 FOR STRIKE EDGE MANEUVERING SPACE AT DOORS OR GATES. 1113A.5 GRATINGS. WALKS, SIDEWALKS AND PEDESTRIAN WAYS ON AN ACCESSIBLE ROUTE SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2 INCH (12. 7 MM) IN THE DIRECTION OF TRAFFIC FLOW. EXCEPTIONS: 1. WHERE THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION WOULD CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION MAY BE GRANTED WHEN EQUIVALENT FACILITATION IS PROVIDED. 2. THIS SECTION SHALL NOT APPLY IN THOSE CONDITIONS WHERE, DUE TO LEGAL OR PHYSICAL CONSTRAINTS, ALL OR PORTIONS OF THE SITE OF THE PROJECT WILL NOT ALLOW COMPLIANCE WITH THESE BUILDING STANDARDS OR EQUIVALENT FACILITATION ON ALL OR PORTIONS OF ONE SITE WITHOUT CREATING AN UNREASONABLE HARDSHIP. 1113A.6 HANDRAILS. HANDRAILS PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) SHALL COMPLY WITH SECTION 1114A.6. SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES 1114A.1 WIDTH. THE WIDTH OF RAMPS SHALL BE CONSISTENT WITH THE REQUIREMENTS FOR EXITS IN CHAPTER 10 OF THIS CODE, BUT IN NO CASE SHALL THE RAMP WIDTH BE LESS THAN 48 INCHES. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP AT EACH SIDE 3 1/2 INCHES MAXIMUM AT THE HANDRAIL HEIGHT. CURBS, WHEEL GUIDES AND/OR APPURTENANCES SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF RAMPS. EXCEPTION: THE CLEAR WIDTH OF RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY DWELLINGS WITH AN OCCUPANT LOAD OF 10 OR LESS MAY BE 36 INCHES MINIMUM BETWEEN HANDRAILS. NOTE: SEE SECTION 1114A.6.2.4 FOR HANDRAIL PROJECTIONS. 1114A.2 SLOPE. THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. EXCEPTION: RAMPS SERVING DECKS, PATIOS OR BALCONIES AS SPECIFIED IN SECTION 1132A.4. 1114A.2.1 CROSS SLOPE. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1/4 INCH (6.35 MM) PER FOOT (2.083-PERCENT SLOPE). 1114A.3 OUTDOOR RAMPS. OUTDOOR RAMPS, RAMP LANDINGS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACE. 1114A.4 LANDINGS. RAMP LANDINGS SHALL BE LEVEL AND COMPLY WITH THIS SECTION. 1114A.4.1 LOCATION OF LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30 INCHES (762 MM) OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. NOTE: EXAMPLES OF RAMP DIMENSIONS ARE: 1114A.4.2 SIZE OF TOP LANDINGS. TOP LANDINGS SHALL NOT BE LESS THAN 60 INCHES (1524 MM) WIDE. TOP LANDINGS SHALL HAVE A MINIMUM LENGTH OF NOT LESS THAN 60 INCHES ( 1524 MM) IN THE DIRECTION OF THE RAMP RUN. SEE SECTION 1126A.3 FOR MANEUVERING CLEARANCES AT DOORS. 1114A.4.3 SIZE OF BOTTOM AND INTERMEDIATE LANDINGS. THE MINIMUM WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THE RAMP. INTERMEDIATE LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60 INCHES. BOTTOM LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. 1114A.4.4 ENCROACHMENT OF DOORS. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESS THAN 42 INCHES (1067 MM) AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3 INCHES (76.2 MM) WHEN FULLY OPEN. (SEE FIGURE 11A-6D). 1114A.4.5 STRIKE EDGE EXTENSION. THE WIDTH OF THE LANDING SHALL COMPLY WITH SECTION 1126A.3 FOR STRIKE EDGE EXTENSION AND MANEUVERING CLEARANCE AT DOORS. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCE REQUIRED BY SECTION 1126A.3 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. 1114A.4.6 CHANGE OF DIRECTION. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION SHALL BE SIZED TO PROVIDE 60 INCHES TURNING SPACE COMPLYING WITH SECTION 1138A.1.3. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. (SEE FIGURES 11A-6C AND 11A-6D.) x 1 1/2". floor landing x GUARDRAIL MAY BE REQUIRED INTERMEDIATE LANDING INNER HANDRAIL AND GUARDRAIL p NOTE: inner handrail at landings of stairs that double back or immediately turn shall be continuous and shall not extend into the landing or path of travel 1 1/2". floor landing X: extension of handrail shall be equal to the tread width plus 12" GUARDRAIL REQUIRED INTERMEDIATE LANDING INNER HANDRAIL AND GUARDRAIL INTERMEDIATE LANDIN GUARDRAIL REQUIRED ▪ drawn -c 0 a submittal O • 1st Plan Check Submittal • 2nd Plan Check Submittal rw 3rd Plan Check Submittal (s 4th Plan Check Submittal U (I) a) O a) revision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date a) consultant: N L 0 O C O 0 a) U owner: permission of said REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. z >-- o_ [--- cc U w a O a cC O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 CBC 11A DIV I & DIV II SITE ACCESSIBILITY NOTES - Cont SHEET TITLE SHEET No A042 Plot Date: 9/9/2019 9:22:33 AM Local File: :'::lJser: ;rrrta :nelarena\D=. cr:r :ents1B6079 C;r>rnpo:•ite_2019_R:vlarir:elarena.rat Consultant File Background Info: (c) FIGURE 11A-6B HANDRAILS (d) FIGURE 11A-6C RAMP DIMENSIONS FIGURE 11A-6D RAMP LANDING AT DOORWAY FIGURE 11A-6E STAIR HANDRAILS 4th P.C. SUBMITTAL 09/09/2019 1124A.7 DOOR DELAY. 1124A.3.3 CAR CONTROLS. CHAPTER 11A DIVISION III DIVISION III TABLE OF CONTENTS a) job no. B6079 1124A.7.1 HALL CALL. THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL (LANTERN AND AUDIBLE SIGNAL) UNTIL THE DOORS OF THE CAR START TO CLOSE SHALL BE CALCULATED BY THE FOLLOWING EQUATIONS BUT SHALL BE NO LESS THAN 5 SECONDS: T = D / (1.5 ft/s) OR T = D / (445 mm/s) WHERE 'T' IS THE TOTAL TIME IN SECONDS AND 'D' IS THE DISTANCE FROM A POINT IN THE LOBBY OR LANDING AREA 60 INCHES DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR (SEE FIGURE 11A-7D ). FOR CARS WITH IN -CAR LANTERNS, 'T' BEGINS WHEN THE LANTERN IS VISIBLE FROM THE VICINITY OF HALL CALL BUTTONS AND AN AUDIBLE SIGNAL IS SOUNDED. 1124A.7.2 DOOR DELAY FOR CAR CALLS. THE MINIMUM ACCEPTABLE TIME FOR THE DOOR TO REMAIN FULLY OPEN AFTER RECEIVING A CALL SHALL NOT BE LESS THAN 5 SECONDS. 1124A.8 DOOR JAMB MARKING. THE FLOOR LEVEL AT ALL ELEVATOR HOISTWAY ENTRANCES SHALL BE DESIGNATED BY RAISED CHARACTERS PROVIDED ON BOTH JAMBS. CHARACTERS SHALL BE 2 INCHES IN HEIGHT LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS, AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. ON THE MAIN ENTRY LEVEL, A RAISED FIVE POINTED STAR SHALL BE PLACED TO THE LEFT OF THE RAISED CHARACTER. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL LENGTH. THE RAISED CHARACTERS AND THE STAR SHALL BE WHITE ON A BLACK BACKGROUND. CONTRACTED GRADE 2 BRAILLE, CONFORMING TO SECTION 1143A.7, SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL STATE "MAIN". THE RAISED CHARACTERS SHALL COMPLY WITH SECTION 1143A.6. (SEE FIGURE 11A-7C.) FLOOR LANDING NUMBERS ON BOTH SIDE OF DOOR JAMB CALL BUTTON NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVISE NOT REQUIRING CONTACT. FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES HALL LANTERN 1124A.3.3.1 CAR CONTROL LOCATION. ELEVATOR FLOOR BUTTONS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3. EXCEPT FOR PHOTOELECTRIC TUBE BYPASS SWITCHES, EMERGENCY CONTROLS, INCLUDING THE EMERGENCY STOP AND ALARM, SHALL BE GROUPED IN OR ADFACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO LOWER THAN 35 INCHES FROM THE FLOOR. FOR MULTIPLE CONTROLS, ONLY ONE SET MUST COMPLY WITH THESE HEIGHT REQUIREMENTS. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS SHALL BE EXTINGUISED WHEN EACH CALL IS ANSWERED. 1124A.3.3.2 CAR CONTROL BUTTONS. PASSENGER ELEVATOR CAR CONTROLS SHALL HAVE A MINIMUM DIMENSION OF 3/4 INCH AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. CONTROL BUTTONS SHALL BE ILLUMINATED, SHALL HAVE SQUARE SHOULDERS AND SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. ALL CONTROL BUTTONS SHALL BE DESIGNATED BY A 5/8-INCH MINIMUM RAISED CHARACTERS AND STANDARD RAISED SYMBOLS THAT COMPLY WITH SECTIONS 1143A.6 AND 1143A.7 IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON. CONTRACTED GRADE 2 BRAILLE THAT CONFORMS TO SECTION 1143A.7 SHALL BE LOCATED IMMEDIATELY BELOW THE NUMERAL, CHARACTER OR SYMBOL. A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. (SEE FIGURE 11A-7B.). 5/8" MIN. CHARACTERS AND SYMBOLS HEIGHT PLACE STAR ALONGSIDE MAIN EXIT FLOOR NUMBER OPEN ALARM 3/4" BUTTON DIAMETER CLOSE STOP W (A) ELEVATOR CONTROL PANEL DETAIL z 3/8" MIN. SEPARATION ABOVE FLOOR CONTROL PANEL SEE (A) RAIL z M (B) MAXIMUM INSTALLION HEIGHTS ABOVE CAB FLOOR FIGURE 11A-7B ELEVATOR CONTROL PANEL THE RAISED CHARACTERS AND SYMBOLS SHALL BE WHITE ON A BLACK BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO, "DOOR OPEN," "DOOR CLOSE," "ALARM BELL," "EMERGENCY STOP" AND "TELEPHONE." THE CALL BUTTON FOR THE MAIN ENTRY FLOOR SHALL BE DESIGNATED BY A RAISED STAR AT THE LEFT OF THE FLOOR DESIGNATION. 1124A.3.4 EMERGENCY TELEPHONE. WHEN AN EMERGENCY TELEPHONE SYSTEM IS INSTALLED, THE EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR, AND THE HANDSET CORD SHALL BE A MINIMUM OF 29 INCHES IN LENGTH. IF THE TELEPHONE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL CONFORM TO THE PROVISIONS OF SECTION 1138A.4.4. EMERGENCY INTERCOMMUNICATION SHALL NOT REQUIRE VOICE COMMUNICATION. 1124A.4 HALL CALL BUTTONS. CALL OPERATION BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3, MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART. BUTTONS SHALL HAVE SQUARE SHOULDERS, SHALL BE A MINIMUM OF 3/4 INCH IN SIZE, AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. THE BUTTON DESIGNATING THE "UP" DIRECTION SHALL BE ON TOP. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 1138A.1.4 SHALL BE PROVIDED AT CALL CONTROLS. VISUAL INDICATION SHALL BE PROVIDED TO SHOW EACH CALL REGISTERED AND EXTINGUISHED WHEN ANSWERED. OBJECTS ADJACENT TO, AND BELOW, HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN 4 INCHES FROM THE WALL. HALL CALL BUTTOMS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. 1124A.5 MINIMUM ILLUMINATION. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS THRESHOLD AND THE LANDING WHEN THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT- CANDLES (54 LX). 1124A.6 HALL LANTERN. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE INDICATING TO THE PROSPECTIVE PASSENGER THE CAR ANSWERING THE CALL AND ITS DIRECTION OF TRAVEL AS FOLLOWS: 1. THE VISUAL SIGNAL FOR EACH DIRECTION SHALL BE A MINIMUM OF 2-1/2 INCHES HIGH BY 2-1/2 INCHES WIDE, AND VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTON. 2. THE AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE "UP" DIRECTION AND TWICE FOR THE "DOWN" DIRECTION OR OF A CONFIGURATION WHICH DISTINGUISHES BETWEEN UP AND DOWN ELEVATOR TRAVEL. AUDIBLE SIGNALS SHALL HAVE A FREQUENCY OF 300 Hz MINIMUM AND 3000 Hz MAXIMUM. THE AUDIBLE SIGNAL AND VERBAL ANNUNCIATOR SHALL BE 10dB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80dB, MEASURED AT THE HALL CALL BUTTON. THE CENTER LINE OF THE FIXTURE SHALL BE LOCATED A MINIMUM OF 6 FEET IN HEIGHT ABOVE THE FINISH FLOOR. 4. THE USE OF IN -CAR LANTERNS, LOCATED IN OR ON THE CAR DOORJAMBS, VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTONS AND CONFORMING TO THE ABOVE REQUIREMENTS OF THIS SECTION SHALL OR WILL BE ACCEPTABLE. NOTE: THE USE OF ARROW SHAPES ARE PREFERRED FOR VISIBLE SIGNALS. 1123A.6.2 HANDRAIL CONFIGURATION. 1123A.6.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS. 1123A.6.2.2 HANDRAIL CONTINUITY. HANDRAILS ON ALL STAIRWAYS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS BETWEEN STAIR FLIGHTS. 1123A.6.2.3 HANDRAIL EXTENSION. AT THE TOP OF STAIR FLIGHTS, HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES HORIZONALLY ABOVE LANDINGS, BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT THE BOTTOM OF STAIR FLIGHTS, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUE WITH 12 INCHES MINIMUM HORIZONTAL EXTENSION, SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT, OR SHALL RETURN TO A WALL, GRARD, OR THE WALKING SURFACE. HANDRAIL HORIZONTAL EXTENSIONS SHALL BE IN THE SAME DIRECTION AS THE STAIR FLIGHTS. (SEE FIGURES 11A-6A AND 11A-6E). EXCEPTION: STAIRWAYS WITHIN AN INDIVIDUAL DWELLING UNIT. 1123A.6.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES MINIMUM BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A-6B). SEE FIGURE 11A-6B ON SHEET 1123A.6.2.5 HANDRAIL GRIPPING SURFACES. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH, AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS, AND SHALL HAVE ROUNDED EDGES. 1123A.6.2.6 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL COMPLY WITH THIS SECTION, OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. 1. CIRCULAR CROSS SECTION. THE HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION. NONCIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM. 1123A.6.2.7 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS 1124A.1 GENERAL. ELEVATORS PROVIDED IN COVERED MULTIFAMILY BUILDINGS SHALL BE ACCESSIBLE. ELEVATORS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS CHAPTER, ASME A17.1 (SAFETY CODE FOR ELEVATORS AND ESCALATORS), TITLE 8, OF THE CALIFORNIA CODE OF REGULATIONS, UNDER "ELEVATOR SAFETY ORDERS," AND ANY OTHER APPLICABLE SAFETY REGULATIONS OF OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. EXCEPTION: PRIVATE ELEVATORS SERVING ONLY ONE DWELLING UNIT. 1124A.2 LOCATION. PASSENGER ELEVATORS SHALL BE LOCATED ON A MAJOR ACCESSIBLE ROUTE AND PROVISIONS SHALL BE MADE TO ENSURE THAT THEY REMAIN ACCESSIBLE AND USABLE AT ALL TIMES THAT THE BUILDING IS OCCUPIED. 1124A.3 SIZE OF CAB AND CONTROL LOCATIONS. 1124A.3.1 GENERAL. ELEVATORS SERVING COVERED MULTIFAMILY BUILDINGS SHALL BE SIZED TO ACCOMMODATE A WHEELCHAIR IN ACCORDANCE WITH THIS SECTION. EXCEPTION: WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH ANY REQUIREMENT OF THIS SECTION WOULD CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION TO THE REQUIREMENT SHALL BE GRANTED WHEN EQUIVALENT FACILITATION IS PROVIDED, AND WHERE IT CAN BE DEMONSTRATED THAT A PERSON USING A WHEELCHAIR CAN ENTER AND OPERATE THE ELEVATOR. 1124A.3.2 CAR INSIDE. THE ELEVATOR CAR SHALL BE DESIGNED TO COMPLY WITH ONE OF THE FOLLOWING: 1. DOOR CENTERED ON THE WALL. WHEN THE DOOR IS CENTERED ON THE CAR WALL, IT SHALL PROVIDE A CLEAR WIDTH OF 42 INCHES MINIMUM, AND THE CLEAR DISTANCE BETWEEN CARSIDE WALLS SHALL BE 80 INCHES MINIMUM. THE CLEAR DISTANCE BETWEEN THE BACK WALL AND THE INSIDE FACE OF THE DOOR SHALL BE 54 INCHES MINIMUM. 2. DOOR NOT CENTERED ON THE WALL. WHEN THE DOOR IS NOT CENTERED ON THE CAR WALL, IT SHALL PROVIDE A CLEAR WIDTH OF 36 INCHES MINIMUM, AND THE CLEAR DISTANCE BETWEEN CAR SIDE WALLS SHALL BE 68 INCHES MINIMUM. THE CLEAR DISTANCE BETWEEN THE BACK WALL AND THE RETURN PANEL SHALL BE 51 INCHES MINIMUM. THE CLEAR DISTANCE BETWEEN THE BACK WALL AND THE INSIDE FACE OF THE DOOR SHALL BE 54 INCHES MINIMUM. 3. DOOR AT ANY LOCATION. AN ELEVATOR DOOR WITH 36 INCHES MINIMUM CLEAR WIDTH MAY BE INSTALLED AT ANY LOCATION IF ONE OF THE FOLLOWING IS MET: 3.1 THE CAR INSIDE, WITH THE DOOR CLOSED, SHALL PROVIDE A TURNING CLEAR SPACE AT LEAST 60 INCHES IN DIAMETER TO ALLOW FOR THE TURNING OF A WHEELCHAIR. 3.2 THE CLEAR DISTANCE BETWEEN CAR SIDE WALLS SHALL BE 54 INCHES MINIMUM. THE CLEAR DISTANCE BETWEEN THE BACK WALL AND THE RETURN PANEL SHALL BE 80 INCHES MINIMUM. THE CLEAR DISTANCE BETWEEN THE BACK WALL AND THE INSIDE FACE OF THE DOOR SHALL BE 80 INCHES MINIMUM. NOTE: SEE TABLE 1124A.3.2 AND FIGURE 11A-7A. 68" MIN. 80" MIN. 2 36" MIN. z 2 42" MIN. (A) (B) SIDE OPENING DOOR CENTER OPENING DOOR 60" MIN. 36" MIN. 54" MIN. (C) DOOR AT ANY LOCATION ♦ 36" MIN. 1122A.3 LANDINGS. RAMP LANDINGS SHALL BE LEVEL AND COMPLY WITH THIS SECTION. 1122A.3.1 LOCATION OF LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30 INCHES (762 MM) OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. NOTE: EXAMPLES OF RAMP DIMENSIONS ARE: 1122A.3.2 SIZE OF TOP LANDINGS. TOP LANDINGS SHALL NOT BE LESS THAN 60 INCHES WIDE. TOP LANDINGS SHALL HAVE A MINIMUM LENGTH OF NOT LESS THAN 60 INCHES IN THE DIRECTION OF THE RAMP RUN. SEE SECTION 1126A.3 FOR MANEUVERING CLEARANCES AT DOORS. (SEE FIGURE 11A-6C.) SEE FIGURE 11A-6C ON SHEET 1122A.3.3 SIZE OF BOTTOM AND INTERMEDIATE LANDINGS. THE MINIMUM WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THE RAMP. INTERMEDIATE LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60 INCHES. BOTTOM LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. 1122A.3.4 ENCROACHMENT OF DOORS. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESS THAN 42 INCHES AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3 INCHES WHEN FULLY OPEN. (SEE FIGURE 11A-6D.) SEE FIGURE 11A-6D ON SHEET 1122A.3.5 STRIKE EDGE EXTENSION. THE WIDTH OF THE LANDING SHALL COMPLY WITH SECTION 1126A.3 FOR MANEUVERING CLEARANCES AT DOORS. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCE REQUIRED BY SECTION 1126A.3 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. 1122A.3.6 CHANGE OF DIRECTION. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION SHALL BE SIZED TO PROVIDE 60 INCHES TURNING SPACE COMPLYING WITH SECTION 1138A.1.3. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. (SEE FIGURES 11A-6C AND 11A-6D.) 1122A.4 RAMP HEIGHT. RAMPS MORE THAN 30 INCHES ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTH SIDES SHALL BE PROVIDED WITH A GUARD AS REQUIRED BY CBC SECTION 1013. GUARDRAILS SHALL BE CONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP. 1122A.5 RAMP HANDRAILS. 1122A.5.1 WHERE REQUIRED. HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). EXCEPTIONS: 1. CURB RAMPS. RAMPS THAT SERVE AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT RAMPS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE OR SIDES. 1122A.5.2 HANDRAIL CONFIGURATION. 1122A.5.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE. 1122A.5.2.2 HANDRAIL CONTINUITY. HANDRAILS ON ALL RAMPS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS BETWEEN RAMP RUNS. 1122A.5.2.3 HANDRAIL EXTENSION. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES HORIZONTALLY ABOVE LANDINGS, BEYOND THE TOP AND BOTTOM OF THE RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. HANDRAIL EXTENSIONS SHALL BE IN THE SAME DIRECTION AS THE RAMP RUNS. (SEE FIGURE 11A-5A). SEE FIGURE 11A-5A ON SHEET 1122A.5.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A-6B). 1122A.5.2.5 HANDRAIL GRIPPING SURFACES. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH, AND SHALL BOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS, AND SHALL HAVE ROUNDED EDGES. EXCEPTION: WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL, THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. 1122A.5.2.6 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL COMPLY WITH THIS SECTION, OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. 1. CIRCULAR CROSS SECTION. THE HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION. NONCIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM. 1122A.5.2.7 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1122A.6 EDGE PROTECTION. RAMPS AND RAMP LANDINGS SHALL BE PROVIDED WITH A CONTINUOUS AND UNINTERRUPTED BARRIER ON EACH SIDE ALONG THE ENTIRE LENGTH IN COMPLIANCE WITH SECTIONS 1010.10 AND 1010.10.1. (SEE FIGURE 11A-5A.) SEE FIGURE 11A-5A ON SHEET NOTE: EXTENDED FLOORS OR GROUND SURFACES, AS PERMITTED IN CBC SECTION 1010.10.2, ARE NOT ALLOWED FOR RAMPS AND RAMP LANDINGS PROVIDING ACCESS TO, OR EGRESS FROM, BUILDINGS OR FACILITIES WHERE ACCESSIBILITY IS REQUIRED. SECTION 1123A INTERIOR STAIRWAYS 1123A.1 GENERAL. INTERIOR STAIRWAYS SERVING BUILDINGS CONTAINING COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. 1123A.2 OPEN RISERS. OPEN RISERS SHALL NOT BE PERMITTED ON INTERIOR STAIRWAYS. EXCEPTION: STAIRWAYS WITHIN AN INDIVIDUAL DWELLING UNIT. 1123A.3 TREADS. ALL TREAD SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT AND SHALL COMPLY WITH SECTION 1119A.2. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). 1123A.4 NOSING. NOSING SHALL NOT PROJECT MORE THAN 1 1/4 INCHES PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES (0.52 RAD) FROM THE VERTICAL. (SEE FIGURE 11A-6A) SEE FIGURE 11A-6A ON SHEET 1123A.5 STRIPING FOR THE VISUALLY IMPAIRED. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. EXCEPTION: STRIPING IS NOT REQUIRED FOR STAIRWAYS WITHIN INDIVIDUAL DWELLING UNITS. 1123A.6 INTERIOR STAIRWAY HANDRAILS. 1123A.6.1 WHERE REQUIRED. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH CBC SECTION 1012.9. EXCEPTION: STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. SECTION 1117A SECTION 1118A SECTION 1119A SECTION 1120A SECTION 1121A SECTION 1122A SECTION 1123A SECTION 1124A SECTION 1125A SECTION 1126A SECTION 1127A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY EGRESS AND AREAS OF REFUGE INTERIOR ACCESSIBLE ROUTES RESERVED CHANGES IN LEVEL ON ACCESSIBLE ROUTES INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES INTERIOR STAIRWAYS ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS HAZARDS ON ACCESSIBLE ROUTES DOORS, GATES AND WINDOWS COMMON USE FACILITIES 1117A.1 GENERAL. WHEN BUILDING ARE REQUIRED TO BE ACCESSIBLE, BULDING FACILITIES SHALL BE ACCESSIBLE AS PROVIDED IN THIS DIVISION. WHERE SPECIFIC FLOORS OF A BUILDING ARE REQUIRED TO BE ACCESSIBLE, THE REQUIREMENTS OF THIS DIVISION SHALL APPLY ONLY TO THE FACILITIES LOCATED ON ACCESSIBLE FLOORS. 1117A.2 PRIMARY ENTRANCES AND EXTERIOR EXIT DOORS. ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES ON ACCESSIBLE ROUTES SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 1117A.3 SEPARATE DWELLING UNIT ENTRANCES. WHEN A GROUND -FLOOR DWELLING UNIT OF A BUILDING HAS A SEPARATE ENTRANCE, EACH SUCH GROUND -FLOOR DWELLING UNIT SHALL BE SEVED BY AN ACCESSIBLE ROUTE, EXCEPT WHERE THE TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE PROHIBIT AN ACCESSIBLE ROUTE (SEE SECTION 1150A FOR SITE IMPRACTICALITY TESTS). 1117A.4 MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BE ACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLING UNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITS WITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BE REQUIRED TO BE ACCESSIBLE, AS DETERMINED BY ANALYSIS OF THE SITE. IN EVERY CASE, THE ACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED DWELLING UNITS IT SERVES. 1117A.5 ENTRANCES FROM PARKING STRUCTURES, TUNNELS OR ELEVATED WALKWAYS. WHERE DIRECT ACCESS FOR PEDESTRIANS IS PROVIDED FROM A PARKING STRUCTURE TO A BUILDING OR FACILITY, EACH DIRECT ACCESS TO THE BUILDING OR FACILITY ENTRANCE SHALL BE ACCESSIBLE. WHERE DIRECT ACCESS FOR PEDESTRIANS IS PROVIDED FROM A PEDESTRIAN TUNNEL OR ELEVATED WALKWAY TO A BUILDING OR FACILITY, ALL ENTRANCES TO THE BUILDING OR FACILITY FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. SECTION 1118A EGRESS AND AREAS OF REFUGE 1118A.1 GENERAL. INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS CONTAINED IN THIS CHAPTER FOR ACCESSIBLE ROUTES, SIGNAGE AND EMERGENCY WARNING SYSTEMS IN BUILDINGS OR PORTIONS OF BUILDINGS REQUIRED TO BE ACCESSIBLE SHALL BE PROVIDED WITH ACCESSIBLE MEANS OF EGRESS AS REQUIRED BY CBC CHAPTER 10. (SEE SECTION 1007.) SECTION 1119A INTERIOR ROUTES OF TRAVEL 1119A.1 GENERAL. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES AND TO COVERED MULTIFAMILY DWELLING UNITS. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND OTHER BUILDING RESIDENTS. ACCESSIBLE ROUTES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES EXCEPT WITHIN AN INDIVIDUAL DWELLING UNIT. INTERIOR ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS AND COVERED MULTIFAMILY DWELLING UNITS. 3. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE PRIMARY ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH INTERIOR AND EXTERIOR SPACES AND FACILITIES THAT SERVE THE UNIT. 4. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. 1119A.2 FLOOR AND GROUND SURFACES. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. IF CARPET OR CARPET TILE IS USED IN A COMMON USE AREA OR PUBLIC USE AREA ON A GROUND OR FLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACKING. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1121A REQUIREMENTS FOR CHANGES IN LEVEL. 1119A.2.1 RECESSED DOORMATS. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 1119A.3 WIDTHS. INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND A CORNER OR AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SPECIFIED IN SECTION 1138A.1.5. 1119A.4 INTERIOR ACCESSIBLE ROUTES OVER 200 FEET. INTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET IN LENGTH SHALL COMPLY WITH SECTION 1138A.1.2. (SEE FIGURE 11A-1L.) zz (A) MINIMUM WIDTH FOR CORRIDORS 60" MIN. (B) MINIMUM WIDTH FOR CORRIDORS OVER 200 FEET 44". (C) PASSING METHODS FOR CORRIDORS WITH LENGTH OVER 200 FEET AND WIDTH LESS THAN 60" FIGURE 11A - 1 L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE 1119A.5 CHANGES IN ELEVATION. INTERIOR ACCESSIBLE ROUTES WHICH HAVE CHANGES IN ELEVATION SHALL BE TRANSITIONED AND COMPLY WITH SECTION 1121A OR 1122A. EXCEPTION: DOORS AND THRESHOLDS AS PROVIDED IN SECTION 1126A. SECTION 1120A RESERVED SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES 1121A.1 CHANGES IN LEVEL NOT EXCEEDING 1/2 INCH. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. 1121A.2 CHANGES GREATER THAN 1/2 INCH. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A CURB RAMP, RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY WITH SECTION 1123A FOR INTERIOR STAIRWAYS. SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES 1122A.1 WIDTH. THE CLEAR WIDTH OF RAMPS SHALL BE CONSISTENT WITH THE REQUIREMENTS IN CHAPTER 10 OF THIS CODE, BUT IN NO CASE SHALL BE LESS THAN 48 INCHES. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP AT EACH SIDE 3 1/2 INCHES MAXIMUM AT THE HANDRAIL HEIGHT. CURBS, WHEEL GUIDES AND/OR APPURTENANCES SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF RAMPS. EXCEPTION: THE CLEAR WIDTH OF RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY DWELLINGS WITH AN OCCUPANT LOAD OF 10 OR LESS MAY BE 36 INCHES MINIMUM BETWEEN HANDRAILS. NOTE: SEE SECTION 1122A.5.2.4 FOR HANDRAIL PROJECTIONS. 1122A.2 SLOPE. THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). drawn 0 Q submittal .co 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 0 4th Plan Check Submittal c0 c0 a) tB L a) 0 a a) W a) 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date consultant: N 0 tB O C cB O 0 a) U owner: .c9 nL\ a C a U a X a) +3 cB a) a) L a a) U L .) cB a) a) 0 L a a) *co- T.) X a) a) co T. L t0 SHEET TITLE REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. w a 0 CC L. w CC 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 CBC 11A DIV. ID BUILDING FEATURES SHEET No A043 Plot Date: 9/9/2019 9:22:36 AM Local File: Users\rma inelarena\ oou._..sntsB6079_CorflP0:pite_201t9_RMarirjei3 er,a.rvt Consultant File Background Info: FIGURE 11A-7A MINIMUM DIMENSIONS FOR ELEVATOR CARS 1122A.2.1 CROSS SLOPE. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083-PERCENT SLOPE). 4th P.C. SUBMITTAL 09/09/2019 CHAPTER 11A DIVISION III 1126A.4 CLOSER -EFFORT TO OPERATE DOORS OR GATES. MAXIMUM EFFORT TO OPERATE DOORS OR GATES SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS OR GATES AND 5 POUNDS FOR INTERIOR DOORS OR GATES, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OR GATE OPERATORS MAY BE UTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOT TO EXCEED 15 POUNDS. 1126A.4.1 DOOR OR GATE CLOSER. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR OR GATE WILL TAKE AT LEAST 5 SECONDS TO MOVE TO A POINT 12 DEGREES FROM THE LATCH. 1126A.4.2 SPRING HINGES. SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 1126A.5 TYPE OF LOCK OR LATCH. THE TYPE OF LATCH AND LOCK REQUIRED FOR ALL DOORS OR GATES SHALL BE IN ACCORDANCE WITH SECTION 1126A.6 AND CBC CHAPTER 10, SECTION 1008. 1126A.6 HAND -ACTIVATED DOOR OR GATE HARDWARE. HAND -ACTIVATED DOOR OR GATE LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS OR GATES THAT ARE HAND ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS OR GATES SHALL OPERATE CONSISTENT WITH SECTION 1126A.4, IN THE DIRECTION OF EGRESS. WHEN SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTION: ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF -LATCHING DEVICES AT 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF -LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK. 1126A.6.1 LEVER TYPE HARDWARE. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/ 2 INCH OF THE DOOR OR GATE TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. EXCEPTION: GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 1126A.7 SMOOTH SURFACE. SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1. AUTOMATIC DOORS OR GATES. 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL. 3. DOORS OR GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND. 1126A.8 WINDOWS. WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH SECTION 1138A.4. EACH GLAZED OPENING REQUIRED BY THE ENFORCING AGENCY TO BE OPERABLE SHALL COMPLY WITH SECTION 1138A.4. 1126A.3.3 SPACE BETWEEN CONSECUTIVE DOORS OR GATES. THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS OR GATES IN SERIES, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48 INCHES PLUS THE WIDTH OF THE DOOR OR GATE SWINGING INTO THE SPACE. DOORS OR GATES IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS OR GATES. (SEE FIGURES 11A-8G AND 11A-8H). 48" MIN. Ng - (A ) DOORS IN SERIES (A) DOORS AT ADJACENT WALLS 48" MIN. z z * PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER FIGURE 11A-8G VESTIBULES (serving other than a required exit stairway) FIGURE 11A-8H VESTIBULES (serving other than a required exit stairway) (B) BOTH DOORS OPEN OUT 48" MIN. (B) DOORS AT OPPOSITE WALLS WHERE THE DOOR OR GATE OPENS INTO A STAIR OR SMOKEPROOF ENCLOSURE, THE LANDING NEED NOT HAVE A MINIMUM LENGTH OF 60 INCHES. (SEE FIGURE 11A-8H). 1126A.3.4 DOORWAYS WITHOUT DOORS OR GATES. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOOR SHALL HAVE MANEUVERING CLEARANCE COMPLYING WITH THIS SECTION. z z 1126A.3.4.1 FRONT APPROACH. THE LEVEL FLOOR OR LANDING SHALL EXTEND AT LEAST 48 INCHES ON EACH SIDE, PERPENDICULAR TO THE DOORWAY. STRIKE EDGE MANEUVERING CLEARANCE FOR FRONT APPROACH IS NOT REQUIRED. (SEE FIGURE 11A-8B(a)). (A) FRONT APPROACH (C) STOP OR LATCH SIDE APPROACH z 24" MIN. N. 22" MIN. (B) POCKET OR HINGE SIDE APPROACH (D) SIDE APPROACH - DOORWAYS WITHOUT DOORS / GATES FIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS, AND FOLDING DOORS z 1126A.3.4.2 SIDE APPROACH. DOORWAYS WITHOUT DOORS OR GATES, AND SIDE APPROACH, SHALL BE PROVIDED WITH LEVEL FLOOR OR LANDING EXTENDING 42 INCHES MINIMUM ON EACH SIDE, PERPENDICULAR TO THE DOORWAY. STRIKE EDGE MANEUVERING CLEARANCE IS NOT REQUIRED. (SEE FIGURE 11A-8B(b)). 1126A.3.4.3 POCKET / HINGE SIDE APPROACH. DOORS WITH POCKET OR HINGE APPROACH SHALL BE PROVIDED WITH A LEVEL FLOOR OR LANDING NOT LESS THAN 42 INCHES IN DEPTH. THE LEVEL FLOOR OR LANDING SHALL EXTEND A MINIMUM OF 22 INCHES BEYOND THE POCKET/HINGE SIDE. (SEE FIGURE 11A-8B(b)). 1126A.3.4.4 STOP / LATCH SIDE APPROACH. DOORS WITH STOP OR LATCH APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 42 INCHES IN DEPTH. THE LEVEL FLOOR OR LANDING SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE STOP/LATCH SIDE. (SEE FIGURE 11A-8B(c)). 1126A.3.4.5 RECESSED DOORS OR GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR OR GATE, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. (SEE FIGURE 11 A-8C ). 1126A.3.2 SWINGING DOORS AND GATES. z cp z 1126A.3.2.1 FRONT APPROACH. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS AND GATES WITH FRONT APPROACH: 1. FOR PULL SIDE APPROACH. THE LEVEL FLOOR OR LANDING SHALL EXTEND IN THE DIRECTION OF THE DOOR SWING AT LEAST 60 INCHES. (SEE FIGURE 11A-8A(a)) 2. FOR PUSH SIDE APPROACH. THE LEVEL FLOOR OR LANDING SHALL EXTEND OPPOSITE THE DIRECTION OF THE DOOR SWING AT LEAST 48 INCHES (1219 MM). (SEE FIGURE 11A-8A(a)) 3. DOORS AND GATES WITH PUSH SIDE APPROACH HAVING BOTH A CLOSER AND A LATCH. DOORS OR GATES WITH PUSH SIDE APPROACH HAVING BOTH A CLOSER AND A LATCH SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 12 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. (SEE FIGURE 11A-8A(a)). 4. STRIKE EDGE MANEUVERING SPACE. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR OR GATE SWINGS SHALL EXTEND AT LEAST 24 INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS OR GATES AND AT LEAST 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS OR GATES. (SEE FIGURE 11A-8A(a)). NOTE: SEE SECTION 1132A.5 FOR MANEUVERING CLEARANCES AT PRIMARY ENTRY DOORS AND ALL REQUIRED EXIT DOORS TO COVERED MULTIFAMILY DWELLINGS. PULL SIDE 24" MIN 18" MIN f .{ CLEAR AT I INTERIOR DOORS CLEAR AT EXTER IOR Jr DOORS PULL SIDE PULL SIDE z 12". MIN. PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER (A) FRONT APPROACH z 0 36" MIN. PUSH SIDE 54" MIN. 7 z (B) HINGE SIDE APPROACH z PUSH SIDE Ii 24" MIN. 1... 22" MIN. NOTE: 'Y' = 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER PUSH SIDE NOTE: 'Y' = 48" MIN. IF DOOR HAS A CLOSER (C) LATCH SIDE APPROACH FIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS 1126A.3.2.2 HINGE SIDE APPROACH. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS OR GATES WITH HINGE SIDE APPROACH: 1. PULL SIDE APPROACH. DOORS OR GATES WITH PULL SIDE APPROACH SHALL BE PROVIDED WITH A LEVEL FLOOR OR LANDING NOT LESS THAN 60 INCHES IN DEPTH. A CLEAR AND LEVEL AREA SHALL EXTEND A MINIMUM OF 36 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. (SEE FIGURE 11A-8A(b)). PUSH SIDE APPROACH. DOORS OR GATES WITH PUSH SIDE APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 44 INCHES IN DEPTH, AND SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 54 INCHES FROM THE STRIKE EDGE OF THE DOOR OR GATE JAMB PAST THE HINGE SIDE OF THE DOOR. DOORS OR GATES WITH A LATCH AND CLOSER SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 48 INCHES DEPTH AT THE PUSH SIDE OF THE DOOR. (SEE FIGURE 11A-8A(b)). 1126A.3.2.3 LATCH SIDE APPROACH. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS OR GATES WITH LATCH SIDE APPROACH: 1. PULL SIDE APPROACH. DOORS OR GATES WITH PULL SIDE APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 60 INCHES IN DEPTH, AND SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. (SEE FIGURE 11A-8C(c)). PUSH SIDE APPROACH. DOORS OR GATES WITH PUSH SIDE APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 44 INCHES IN DEPTH, AND SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. DOORS OR GATES WITH A CLOSER SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 48 INCHES DEPTH AT THE PUSH SIDE OF THE DOOR OR GATE. (SEE FIGURE 11A-8A(c)). 1124A.9 DOOR PROTECTIVE AND REOPENING DEVICES. DOORS CLOSED BY AUTOMATIC MEANS SHALL BE PROVIDED WITH A DOOR REOPENING DEVICE THAT WILL FUNCTION TO STOP AND REOPEN A CAR DOOR AND ADJACENT HOISTWAY DOOR IN CASE THE CAR DOOR IS OBSTRUCTED WHILE CLOSING. THIS REOPENING DEVICE SHALL ALSO BE CAPABLE OF SENSING AN OBJECT OR PERSON IN THE PATH OF A CLOSING DOOR WITHOUT REQUIRING CONTACT FOR ACTIVATION AT A NOMINAL 5 INCHES AND 29 INCHES ABOVE THE FLOOR. DOOR -REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR A PERIOD OF NOT LESS THAN 20 SECONDS. AFTER SUCH AN INTERVAL, THE DOORS MAY CLOSE IN ACCORDANCE WITH THE REQUIREMENTS OF ASME A17.1. 1124A.10 OPERATION AND LEVELING. THE ELEVATOR SHALL BE AUTOMATIC AND BE PROVIDED WITH A SELF -LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO THE FLOOR LANDINGS WITHIN A TOLERANCE OF PLUS OR MINUS 1/2 INCH UNDER RATED LOADING TO ZERO LOADING CONDITIONS. THIS SELF -LEVELING SHALL, WITHIN ITS ZONE, BE ENTIRELY AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT THE OVER TRAVEL OR UNDER TRAVEL. THE CAR SHALL ALSO BE MAINTAINED APPROXIMATELY LEVEL WITH THE LANDING, IRRESPECTIVE OF LOAD. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BE NO GREATER THAN 1 1/4 INCHES. 1124A.11 PLATFORM (WHEELCHAIR) LIFTS. 1124A.11.1 GENERAL. PLATFORM (WHEELCHAIR) LIFTS MAY BE PROVIDED BETWEEN LEVELS, IN LIEU OF PASSENGER ELEVATORS, WHEN THE VERTICAL DISTANCE BETWEEN LANDINGS, AS WELL AS THE STRUCTURAL DESIGN AND SAFEGUARDS ARE AS ALLOWED BY ASME A18.1 (SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIR LIFTS), CALIFORNIA CODE OF REGULATIONS, TITLE 8 (ELEVATOR SAFETY ORDERS), AND ANY APPLICABLE SAFETY REGULATIONS OF OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. IF LIFTS ARE PROVIDED, THEY SHALL BE DESIGNED AND CONSTRUCTED TO FACILITATE UNASSISTED ENTRY, OPERATION AND EXIT FROM THE LIFT, AND SHALL COMPLY WITH RESTRICTIONS AND ENHANCEMENTS OF THIS SECTION IN CONJUNCTION WITH TITLE 8 OF THE CALIFORNIA CODE OF REGULATIONS. C 1124A.11.2 SIZE AND CLEAR FLOOR SPACE. PLATFORM (WHEELCHAIR) LIFTS SHALL BE OF SUFFICIENT SIZE TO ACCOMMODATE A WHEELCHAIR IN ACCORDANCE WITH SECTION 1138A.1.4. 1124A.11.3 LIFT ACCESS. THERE SHALL BE A LEVEL AND CLEAR FLOOR AREA OR LANDING AT EACH FLOOR OR LEVEL SERVED BY PLATFORM (WHEELCHAIR) LIFTS. CLEAR FLOOR AREAS OR LANDINGS SHALL MEET THE APPLICABLE "ACCESSIBLE ROUTE" REQUIREMENTS. 1124A.11.4 STANDBY POWER. TO ENSURE CONTINUED OPERATION IN CASE OF PRIMARY POWER LOSS, PLATFORM (WHEELCHAIR) LIFTS SHALL BE PROVIDED WITH STANDBY POWER OR WITH SELF RECHARGEABLE BATTERY POWER THAT PROVIDES SUFFICIENT POWER TO OPERATE ALL PLATFORM LIFT FUNCTIONS FOR A MINIMUM OF FIVE UPWARD AND DOWNWARD TRIPS. 1124A.11.5 OPENNESS. PLATFORM (WHEELCHAIR) LIFTS ON AN ACCESSIBLE MEANS OF EGRESS SHALL NOT BE INSTALLED IN A FULLY ENCLOSED HOISTWAY. 1124A.11.6 DOORS AND GATES. LIFTS SHALL HAVE LOW ENERGY POWER -OPERATED DOORS OR GATES, WHICH SHALL REMAIN OPEN FOR 20 SECONDS MINIMUM. END DOORS SHALL HAVE 32 INCHES MINIMUM CLEAR OPENING WIDTH. SIDE DOORS CLEAR OPENING WIDTH SHALL BE 42 INCHES MINIMUM. EXCEPTION: LIFTS HAVING DOORS OR GATES ON OPPOSITE SIDES SHALL BE PERMITTED TO HAVE SELF -CLOSING MANUAL DOORS OR GATES. 1124A.11. 7 RESTRICTION SIGN. A SIGN COMPLYING WITH SECTION 1143A SHALL BE SECURELY FASTENED IN A CONSPICUOUS PLACE AT EACH LANDING AND ON THE PLATFORM. THE SIGN SHALL STATE "NO FREIGHT" IN LETTERS NOT LESS THAN 5/8 INCH HIGH AND INCLUDE THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY". SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES 1125A.1 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF EXCEPTION: WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION IN ACCORDANCE WITH CBC SECTION 1010.10.1. 1125A.2 HEADROOM CLEARANCE. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN CBC SECTION 1003.2. OTHER WALKS, PEDESTRIAN WAYS AND CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES. IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR SHALL BE PROVIDED. EXCEPTION: DOORWAYS AND ARCHWAYS LESS THAN 24 INCHES IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES NOMINAL. (SEE SECTION 1126A FOR DOOR REQUIREMENTS). 1125A.3 OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. (SEE FIGURE 11A-1B.) WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION (SEE SECTION 1125A.2 FOR REQUIRED HEADROOM CLEARANCE). 1125A.4 FREE-STANDING SIGNS. WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POSTS OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES. (SEE SECTION 1125A.2 FOR REQUIRED HEADROOM CLEARANCE). SECTION 1126A DOORS, GATES AND WINDOWS 1126A.1 WIDTH AND HEIGHT OF DOORS. DOORWAYS WHICH PROVIDE ACCESS TO COMMON USE AREAS OR COVERED MULTIFAMILY DWELLINGS SHALL COMPLY WITH THE FOLLOWING: 1. PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, NOT LESS THAN 80 INCHES IN HEIGHT, AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 32 INCHES, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 2. DOORS OR GATES SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES. 3. A PAIR OF DOORS OR GATES, MANUAL OR AUTOMATIC, SHALL HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES, MEASURED WITH THE DOOR OR GATE POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. THE WIDTH OF ANY COMPONENT IN THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED BY SECTION 1005. 5. REVOLVING DOORS OR GATES SHALL NOT BE USED AS REQUIRED ENTRANCES FOR PERSONS WITH DISABILITIES, AND SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 1126A.2 LEVEL FLOOR OR LANDING. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR OR GATE SHALL BE LEVEL. (SEE CBC CHAPTER 10). 1126A.2.1 THRESHOLDS AND CHANGES IN ELEVATION. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. (SEE FIGURE 11A-8I). FIGURE 11A-81 THRESHOLDS CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. (SECTION 1122A). 1126A.3 MANEUVERING CLEARANCES. 1126A.3.1 GENERAL. THE MINIMUM MANEUVERING CLEARANCE AT DOORS OR GATES SHALL COMPLY WIT SECTIONS 1126A.3.2, 1126A.3.3, AND 1126A.3.4. THE FLOOR OR LANDING AREA WITHIN THE REQUIRED MANEUVERING CLEARANCE SHALL BE LEVEL AND CLEAR. THE REQUIRED LENGTH SHALL BE MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR OR GATE IN ITS CLOSED POSITION. MANEUVERING CLEARANCE SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCES (STRIKE EDGE MANEUVERING CLEARANCES). a a) (5 a) N D a) a) N L 0 5 t0 C C t0 O U 0 a) 0 -6 job no. a) drawn B6079 0.2 submittal rn 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal (s 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 0 0 C revision date a) A L a) (n0 A consultant: a] owner: 0 0 C 0 W E L a O rn a X a) a) L Ri a) U 0 L a 0 C co C t0 a architects, REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. cc w cum a9 U co E MCO 0) W c V I () ) CO FOR PROPETYCC WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 >- Q <a_ cY, 0 ui 0 cv cn C� 0 J N cts LL CBC 11A DIV. III BUILDING FEATURES - Cont SHEET TITLE Plot Date: 919/2019 9:22:39 AM Local File: t.,:iU..;er:t\rma.rinelara r.at,` .>cl_;::erats\B6079_ : rrEpo: lte_2019 R.Marir:elarer.a.rvt Consultant File Background Info: SHEET No A044 4th P.C. SUBMITTAL 09/09/2019 CHAPTER 11A DIVISION III (CONT.) B6079 1127A.5.2.3 GRAB BARS. GRAB BARS COMPLYING WITH SECTION 1127A.4 (see detail 4 this sheet) SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. (SEE FIGURE 11A-9F) WHEN SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L-SHAPED OR U- SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF THIS SECTION SHALL BE PERMITTED. 1. BATHTUBS WITH PERMANENT SEATS. TWO HORIZONTAL GRAB BARS SHALL BE INSTALLED ON THE BACK WALL. ONE SHALL BE LOCATED 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, AND THE OTHER SHALL BE LOCATED 8 INCHES (203 MM) MINIMUM AND 10 INCHES (254 MM) MAXIMUM ABOVE THE RIM OF THE BATHTUB. EACH GRAB BAR SHALL BE 48 INCHES (1219 MM) LONG MINIMUM, AND SHALL BE INSTALLED 15 INCHES (381 MM) MAXIMUM FROM THE HEAD END WALL AND 12 INCHES (305 MM) MAXIMUM FROM THE CONTROL END WALL. A GRAB BAR 24 INCHES (610 MM) LONG MINIMUM SHALL BE INSTALLED ON THE CONTROL END WALL AT THE FRONT EDGE OF THE BATHTUB. 2. BATHTUBS WITH REMOVABLE SEATS. TWO HORIZONTAL GRAB BARS SHALL BE INSTALLED ON THE BACK WALL. ONE SHALL BE LOCATED 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, AND THE OTHER SHALL BE LOCATED 8 INCHES (203 MM) MINIMUM AND 10 INCHES (254 MM) MAXIMUM ABOVE THE RIM OF THE BATHTUB. EACH GRAB BAR SHALL BE 24 INCHES (610 MM) LONG MINIMUM AND SHALL BE INSTALLED 24 INCHES (610 MM) MAXIMUM FROM THE HEAD END WALL AND 12 INCHES (305 MM) MAXIMUM FROM THE CONTROL END WALL. A GRAB BAR 24 INCHES (610 MM) LONG MINIMUM SHALL BE INSTALLED ON THE CONTROL END WALL AT THE FRONT EDGE OF THE BATHTUB. A GRAB BAR 12 INCHES (305 MM) LONG MINIMUM SHALL BE INSTALLED ON THE HEAD END WALL AT THE FRONT EDGE OF THE BATHTUB. 1127A.5.2.4 CONTROLS. FAUCETS AND CONTROLS (OTHER THAN DRAIN STOPPERS) SHALL BE LOCATED ON AN END WALL BETWEEN THE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. (SEE FIGURE 11A-9F.) CONTROL END (FOOT) WALL CONTROL END (FOOT) WALL TOP OF MOUNTING BRACKETS TOP OF MOUNTIN BRACKETS BACK WALL (A) REMOVABLE IN -TUB SEAT HEAD END WALL BACK WALL HEAD END WALL (B) PERMANENT SEAT AT HEAD OF TUB FIGURE 11A-9F GRAB BARS AT BATHTUBS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). 1127A.5.2.5 SHOWER SPRAY UNIT. A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 59 INCHES (1524 MM) LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON - POSITIVE SHUT-OFF IF AN ADJUSTABLE -HEIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF THE GRAB BARS. 1127A.5.2.6 BATHTUB ENCLOSURES. WHEN PROVIDED, ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, SHOWER AND SPRAY UNITS, OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE OPEN FACE OF THE BATHTUB. 1127A.4.3 DIAMETER OR WIDTH. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: NOTE: SEE FIGURE 11A-9C. 1 1/4" TO 2" NOMINAL DIAMETER WALL 1 1/2". (A) SECTION THROUGH TYPICAL CIRCULAR GRAB BAR 4" - 4.8" PERIMETER (B) NON -CIRCULAR CROSS SECT IONS FIGURE 11A-9C GRAB BARS CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES (32 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM. NON -CIRCULAR CROSS SECTION. GRAB BARS WITH NON -CIRCULAR CROSS SECTION SHALL HAVE A CROSS-SECTION DIMENSION OF 2 INCHES (51 MM) MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON - CIRCULAR CROSS SECTION SHALL BE 4 INCHES (102 MM) MINIMUM AND 4.8 INCHES (122 MM) MAXIMUM. 3. ALTERNATE CONFIGURATION. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. 1127A.4.4 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND (1112N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND IF ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND (1112N) POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1127A.4.5 SURFACE. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 1127A.4.6 SPACING. WHEN GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 1/2 INCHES (38 MM). THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2 INCHES (38 MM) MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES ( 305 MM) MINIMUM. (SEE FIGURE 11A-9C) EXCEPTIONS: THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1 1/2 INCHES (38 MM) MINIMUM FOR L-SHAPED OR U-SHAPED GRAB BARS THE SPACE BETWEEN THE WALLS AND THE GRAB BAR SHALL BE 1 1/2 INCHES ( 38 MM) MINIMUM FOR A DISTANCE OF 6 INCHES (152 MM) ON EITHER SIDE OF THE INSIDE CORNER BETWEEN TWO ADJACENT WALL SURFACES. 1127A.5 BATHING FACILITIES 1127A.5.1 GENERAL. WHEN COMMON USE BATHING FACILITIES ARE PROVIDED FOR RESIDENTS OR GUESTS, INCLUDING SHOWERS, BATHTUBS OR LOCKERS, AT LEAST ONE OF EACH TYPE OF FIXTURE IN EACH FACILITY, AND NOT LESS THAN 1 PERCENT OF ALL FIXTURES, SHALL COMPLY WITH THIS SECTION. 1127A.5.2 BATHTUBS. BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: 1127A.5.2.1 FLOOR SPACE. CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 48 INCHES (1219 MM) WIDE MINIMUM FOR FORWARD APPROACH AND 30 INCHES (762 MM) WIDE MINIMUM FOR PARALLEL APPROACH. A LAVATORY COMPLYING WITH SECTION 1127 A.3 (see detail 3 this sheet) SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE. WHEN A PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE BATHTUB, THE CLEARANCE SHALL EXTEND 12 INCHES (305 MM) MINIMUM BEYOND THE WALL AT THE HEAD END OF THE BATHTUB. (SEE FIGURE 11A-9E) J J OJ Q zo 0 OW 15" - 16" BACK WALL -------------- w y T L LENGTH OF BATHTUB a 0 z J W 0< z 2 o J _. OQ z oz o 5" - 16" BACK WAL - • LENGTH OF BATHTUB 0 W J 0 a z Q (A) (B) REMOVABLE IN -TUB SEAT FORWARD APPROACH REMOVABLE IN -TUB SEAT PARALLEL APPROACH J J OQ zo oz UW 15" MIN / BACK WALL Is 0 z J W 0 z 2 ao J J OQ Z 0 0 OW 15" MIN. BACK WALL LENGTH OF BATHTUB 12". MIN. (C) (D) MIN PERMANENT SEAT FORWARD APPROACH PERMANENT SEAT PARALLEL APPROACH FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS (SEE FIGURE 11A-9F FOR SIZE OF GRAB BARS) 1127A.5.2.2 SEAT. A REMOVABLE IN -TUB SEAT OR A PERMANENT SEAT AT THE HEAD END OF THE TUB SHALL BE PROVIDED. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH SECTION 1127A.4.4 (see detail 4 this sheet). SEATS SHALL BE MOUNTED SECURELY AND SHALL NOT SLIP DURING USE. THE TOP OF BATHTUB SEATS SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. THE DEPTH OF A REMOVABLE IN -TUB SEAT SHALL BE 15 INCHES (381 MM) MINIMUM AND 16 INCHES (406 MM) MAXIMUM. PERMANENT SEATS AT THE HEAD END OF THE BATHTUB SHALL BE 15 INCHES (381 MM) DEEP MINIMUM AND SHALL EXTEND FROM THE BACK WALL TO OR BEYOND THE OUTER EDGE OF THE BATHTUB. (SEE FIGURE 11A-9E). 1127A.2.3 WATER CLOSETS.WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: NOTE: SEE FIGURE 11A-9B. 1. HEIGHT. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES (432 MM) TO A MAXIMUM OF 19 INCHES (483 MM) MEASURED TO THE TOP OF A MAXIMUM2-INCH-HIGH (50.8 MM) TOILET SEAT. 2. CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN SIDE OF THE WATER CLOSET NO MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). TOILET SEATS. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 1127A.2.4 ACCESSIBLE URINALS. WHEN URINALS ARE PROVIDED, AT LEAST ONE SHALL COMPLY WITH THE FOLLOWING: 1. HEIGHT AND WALL PROJECTION. URINALS SHALL BE FLOOR MOUNTED (STALL TYPE) OR WALL HUNG. THE RIM OF THE WALL HUNG URINALS SHALL BE 17 INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR. URINALS (FLOOR MOUNTED AND WALL HUNG) SHALL BE 13-1/ 2 INCHES (343 MM) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE RIM TO THE BACK OF THE FIXTURE. FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). ELECTRONIC AUTOMATIC FLUSHING CONTROLS ARE PREFERABLE. 3. CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 1138A.1.4 (see detail 38 / A3.4). 1127A.3 ACCESSIBLE LAVATORIES. WHEN COMMON USE LAVATORIES ARE PROVIDED FOR RESIDENTS OR GUESTS, AT LEAST ONE, AND NOT LESS THAN 1 PERCENT OF ALL LAVATORIES, SHALL COMPLY WITH THE FOLLOWING: 1. LOCATION. LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 18 INCHES (457 MM) HORIZONTALLY FROM AN ADJOINING WALL, PARTITION OR FIXTURE. THE TOP OF THE FIXTURE RIM SHALL BE A MAXIMUM OF 34 INCHES (864 MM) ABOVE THE FINISHED FLOOR. 2. FLOOR SPACE. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED IN FRONT OF ACCESSIBLE LAVATORIES TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE. KNEE AND TOE SPACE. A CLEAR AND OBSTRUCTED KNEE AND TOE SPACE, COMPLYING WITH SECTION 1138A.2, SHALL BE PROVIDED UNDERNEATH THE LAVATORY. THE KNEE AND TOE SPACE SHALL BE CENTERED ON THE FIXTURE. THE CLEAR FLOOR SPACE REQUIRED BY ITEM 2 SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES (483 MM). (SEE FIGURE11A-9D.) z 2 SINK RIM OR COUNTERTOP 8" MIN. r REQUIRED KNEE SPACE PROJECTION OF WALL HUNG LAVATORY OR COUNTERTOP I 4'-0"MIN. CLEAR FLOOR SPACE SECTION (A) KNEE SPACE - GENERAL REQUIREMENT MAX. SECTION 17" MIN. 25" MAX. REQUIRED TOE SPACE PROJECTION OF WALL HUNG LAVATORY OR COUNTERTOP PLAN 7 ----- ---------------- 4'-0"MIN. 17" - 25" CLEAR FLOOR SPACE (B) TOE SPACE - GENERAL REQUIREMENT CLEAR FLOOR SPACE LAVATORY, WALL HUNG OR COUNTER MOUNTED DRIP OF THE OVERFLOW ALLOWED WITHIN KNEE SPACE REQUIRED KNEE AND TOE SPACE TO CENTERLINE PLAN 48" MIN. 19". MAX. z a 17". MAX. MIN. ' MIN. (C) KNEE AND TOE SPACE FOR LAVATORIES FIGURE 11A-9D KNEE AND TOE SPACE FINISHED FLOOR. THE FINISHED FLOOR BENEATH THE LAVATORY SHALL BE EXTENDED TO THE WALL. 5. PLUMBING PROTECTION. WATER SUPPLY AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. LAVATORY FAUCET CONTROLS. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2N). LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. HAND OPERATED METERING FAUCETS ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 1127A.4 GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES 1127A.4.1 GENERAL. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES REQUIRED BY THIS CHAPTER SHALL COMPLY WITH THIS SECTION. 1127A.4.2 LOCATION. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. EXCEPTION: THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 1127A.5.2 (see detail 5 this sheet). ACCESSIBLE WATER CLOSET COMPARTMENT. ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, 56 INCHES (1422 MM) DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES (1499 MM) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. (SEE FIGURE 11A-9A(C)). WATER CLOSET FIXTURES LOCATED IN ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES ( 457 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. IN AMBULATORY ACCESSIBLE TOILET COMPARTMENTS SPECIFIED IN ITEM 6 OF THIS SECTION, THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. (SEE FIGURE 11A-9A (D)). CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. A MINIMUM 48 INCHES (1219 MM) DEEP AND 60 INCHES (1524 MM) WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END -OPENING DOOR (FACING THE WATER CLOSET). A MINIMUM 60 INCHES (1524 MM) DEEP AND 60 INCHES (1524 MM) WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED AT THE SIDE. (SEE FIGURE 11A-9A). 4. GRAB BARS. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. GRAB BARS SHALL COMPLY WITH THIS SECTION AND SECTION 1127A.4 (see detail 4 this sheet). THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTEND 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL. THE FRONT END OF THE SIDE GRAB BAR SHALL BE POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES ( 305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. EXCEPTIONS: 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES (610 MM) LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHEN WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES (914 MM) MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET. WHEN THE ENFORCING AGENCY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITHco THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 3. 5. COMPARTMENT DOORS. COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING: 5.1 THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 INCHES (813 MM) WHEN LOCATED AT THE END AND 34 INCHES (864 MM) WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 5.2. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9-INCH (228.6 MM) CLEARANCE FOR FOOTRESTS UNDERNEATH AND A SELF -CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 1126A.3.2 IS NOT REQUIRED. 5.3. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP - OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 5.4. EXCEPT FOR DOOR -OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESS THAN 44 INCHES (1118 MM) SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT BE LESS THAN 48 INCHES (1219 MM) AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION. 5.5 DOORS SHALL BE LOCATED IN THE FRONT OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE 6. AMBULATORY ACCESSIBLE COMPARTMENTS. WHEN SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED WITHIN A MULTIPLE -ACCOMMODATION TOILET ROOM, OR WHEN THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 1127A.2.1, ITEMS 2 AND 3. AT LEAST ONE ADDITIONAL AMBULATORY COMPARTMENT SHALL HAVE A DEPTH OF 60 INCHES (1524 MM) MINIMUM, AND A WIDTH OF 35 INCHES (890 MM) MINIMUM AND 37 INCHES (940 MM) MAXIMUM. THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL HAVE A SELF -CLOSING DOOR, WHICH SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. GRAB BARS, COMPLYING WITH SECTIONS 1127A.4.2, 1127A.4.3, 1127A.4.4 AND 1127A.4.5, SHALL BE INSTALLED ON EACH COMPARTMENT SIDE WALL (see detail 4 this sheet).SEE FIGURE11A-9A(D). 1127A.2.2 SINGLE -ACCOMMODATION TOILET FACILITIES. SINGLE ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH THE FOLLOWING: NOTE: SEE FIGURES 11A-9A AND 11A-9B. WHEELCHAIR CLEARANCE. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES (762 MM) WIDE BY 48 INCHES (1219 MM) LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THERE SHALL BE IN THE ROOM A CLEAR TURNING SPACE OF AT LEAST 60 INCHES (1524 MM) IN DIAMETER OR A T SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3 (see detail 38 / A3.4). REQUIRED CLEAR FLOOR SPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 2. ENCROACHMENT OF DOORS. DOORS SHALL NOT ENCROACH INTO THE TURNING SPACE SPECIFIED IN ITEM 1 OF THIS SECTION BY MORE THAN 12 INCHES (305 MM). 3. ACCESSIBLE WATER CLOSET. A WATER CLOSET FIXTURE LOCATED IN A SINGLE -ACCOMMODATION TOILET FACILITY SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. A MINIMUM 48 INCHES (1219 MM) DEEP AND 60 INCHES (1524 MM) WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. GRAB BARS. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. GRAB BARS SHALL COMPLY WITH THIS SECTION AND SECTION 1127A.4 (see detail 4 this sheet). THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTEND 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL. THE FRONT END OF THE SIDE GRAB BAR SHALL BE POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. EXCEPTIONS: 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES (610 MM) LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHEN WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES (914 MM) MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET. WHEN THE ENFORCING AGENCY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 3. 5. ACCESSIBLE ROUTE. ALL DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES (914 MM) EXCEPT AT DOORS (SEE SECTION 1126A; detail 26 / A3.30.1). IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SPECIFIED IN SECTION 1138A.1.5. SECTION 1127A COMMON USE FACILITIES NOTE: FOR PUBLIC USE FACILITIES, SEE CHAPTER 11B OF THIS CODE. 1127A.1 GENERAL. WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY HOUSING DEVELOPMENTS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES, COMMUNITY ROOMS, CLUBHOUSES, HEALTH AND FITNESS FACILITIES, GAME ROOMS AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. FACILITIES AND FIXTURES REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING PROVISIONS: 1. DOORS. DOORS TO ACCESSIBLE BATHROOMS SHALL COMPLY WITH SECTION 1126A. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. (see detail 26 / A3.30.1) CLEAR FLOOR SPACE. ALL FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. CLEAR FLOOR SPACES AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. THIS CLEAR SPACE SHALL COMPLY WITH SECTIONS 1138A.1.4 AND 1138A.3. (see detail 38 / A3.40) WATER CLOSETS. WHERE A TOILET STALL IS PROVIDED, IT SHALL COMPLY WITH SECTION 1127A.2.1 OR 1127A.2.2, AND ITS WATER CLOSET SHALL COMPLY WITH SECTION 1 127A.2.3.(see detail 2 this sheet) LAVATORY AND MIRRORS. WHERE A LAVATORY AND/OR MIRROR IS PROVIDED, IT SHALL COMPLY WITH SECTIONS 1127 A.3 AND/OR 1127A.8.3. (see details 3 and 8 this sheet) CONTROLS AND DISPENSERS. WHERE CONTROLS, DISPENSERS, RECEPTACLES OR OTHER TYPES OF EQUIPMENT ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH SECTIONS 1127A.8 AND 1138A.3.see detail 8 this sheet and detail 38 / A3.40) BATHING AND SHOWER FACILITIES. WHERE BATHTUBS OR SHOWERS ARE PROVIDED, AT LEAST ONE FIXTURE OF EACH TYPE PROVIDED SHALL BE ACCESSIBLE PER ROOM. FOR BATHTUBS, SEE SECTION 1127A.5.2. FOR SHOWER COMPARTMENTS, SEE SECTION 1127A.5.3. (see detail 5 this sheet) TOILET FACILITIES. TOILET FACILITIES SHALL COMPLY WITH SECTION 1127A.2. (see detail 2 this sheet) 8. LAUNDRY FACILITIES. LAUNDRY FACILITIES SHALL COMPLY WITH SECTION 1127 A.10. (see detail 10 / A3.20.1) STORAGE FACILITIES. STORAGE FACILITIES SHALL COMPLY WITH SECTION 1127 A.11. (see detail 11 / A3.20.1) 10. FIXED OR BUILT-IN SEATING TABLES AND COUNTERS. FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS SHALL COMPLY WITH SECTION 1127A.12. (see detail 12 / A3.20.1) 1127A.2 TOILET FACILITIES. WHEN COMMON USE TOILET FACILITIES ARE PROVIDED FOR RESIDENTS OR GUESTS, AT LEAST ONE PERCENT OF THE TOTAL NUMBER OF FIXTURES BUT NOT LESS THAN ONE OF EACH TYPE SHALL COMPLY WITH THIS SECTION. 1127 A.2.1 MULTIPLE -ACCOMMODATION TOILET FACILITIES. MULTIPLE - ACCOMMODATION TOILET FACILITIES SHALL HAVE THE FOLLOWING: NOTE: (SEE FIGURES 11A-9AAND 11A-9B.) 34" MIN. CLEAR 1 60" MIN. _J 44" MIN. 54" MIN. / /- 12". MAX. 24" MIN. / (A) MULTIPLE -ACCOMMODATION TOILET FACILITY 60" MIN. FOR WALL -MOUNTED W.C. -42" MINIMUM GRAB BAR -� FLUSH ACTIVATOR ON WIDE SIDE z 0) FOR FLOOR -MOUNTED W.C. 36" MINIMUM GRAB BAR 30" x 48" CLEAR SPACE z 0 60" MIN. 17" - 18" (18" MIN. ' / FLUSH ACTIVATOR ON WIDE SIDE (B) SINGLE -ACCOMMODATION TOILET FACILITY 17"-19"` 2 =J z N (C) (D) ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN AMBULATORY ACCESSIBLE COMPARTMENT MULTIPLE -ACCOMMODATION TOILET FACILITY 36" MIN. Q. 24" MIN. 12". il, 'MIN. TRANSFER S IDE (B) FRONT VIEW FIGURE 11A-9A TOILET FACILITIES 54" MIN (A) SIDE VIEW FIGURE 11A-9B WATER CLOSETS �I LJ j 60" MIN. (C) CLEAR FLOOR SPACE AT WATERCLOSETS 18". WHEELCHAIR TURNING SPACE. TURNING SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60 INCHES (1524 MM) OR A T-SHAPED SPACE SHALL BE PROVIDED WITHIN THE TOILET FACILITY. THE WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 1138A.1.3 (see detail 38 / A3.4). OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 INCHES ( 305 MM). 2. CLEAR SPACE AT FIXTURES. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. REQUIRED CLEAR FLOOR SPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. U 0 O a 0 L 0 0 2 7V 0 (r) cU -6 job no. 0 :Q drawn 0 Q submittal N c 1st Plan Check Submittal 02/05/2019 o 2nd Plan Check Submittal 04/12/2019 w 3rd Plan Check Submittal 06/07/2019 0 C 4th Plan Check Submittal 09/09/2019 co (l1 revision date reuse of these 0 consultant: "11- 0 "4-; (11 owner: 2 0 a 0 a W X r0 L 0 0 0 0 U D 0 a 0 0 .Q 0 c0 -o (1) C a U 0 U L B0 0 0 (0 E 0 0 -c 0 0 a 0 a 0 0 X a) 0)) -o -c 0 c0 0) c0 (1) .Q D 0 C a) (1) 0 L a 0 L (n (0 a - SHEET TITLE REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, INC. CC a) O U„� c v. L_U ca CO(f) E CB CD n N � O� m >- z a 0 0 >- H CC a 0 CC cc O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 0 M 0 1.0 U U) 0 0 0 J a) - a) 0 co CBC 11A DIV. III Common use (0 (n C 0) SHEET No (1) (0 0 A045 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:22:42 AM Local File: :`-:\User: \rmarinelar Ana;Docl.:::(tntstB60 9_:':(>(rlposi e_'2019_RMarir:elar( (1a.r,rt Consultant File Background Info: CHAPTER 11A DIVISION III (CONT.) 1127A.11 STORAGE CHAPTER 11A DIVISION III (CONT.) CHAPTER 11A DIVISION III (CONT.) CHAPTER 11A DIVISION III (CONT.) -6 job no. B6079 30". 1127A.11.1 GENERAL. IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS OR DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED BY CBC SECTIONS 1.8.2.1.2 AND 1102A (see detail 2 / A1.0), AT LEAST ONE OF EACH TYPE OF FACILITY PROVIDED SHALL COMPLY WITH THIS SECTION. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail 38 / A3.40). 1127A.11.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) COMPLYING WITH SECTION 1138A.1.4 (see detail 38 / A3.40) THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. 1127A.11.3 HEIGHT. ACCESSIBLE STORAGE SPACES AND CLOTHES RODS SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail 38 / A3.40). (SEE FIGURE 11A-1I AND FIGURE 11A-1J.) 48" MIN. CLEAR FLOOR SPACE ELEVATION (A) UNOBSTRUCTED FORWARD REACH 48" MIN. 20" MAX. CLEAR FLOOR SPACE REQUIRED KNEE AND TOE SPACE Xz20" f ELEVATION 48" MIN. 48" MIN. z 0 - ti- Xz20" jr PLAN 48" MIN. 48" MIN. 20"< Y 5 25" CLEAR FLOOR SPACE REQUIRED KNEE AND TOE SPACE XzY / z_ C" 20"< Y 5 25" L_ ELEVATION (B) FORWARD REACH OVER OBSTRUCTION 30". 4Y,II --- CLEAR FLOOR SPACE FOR PARALLEL APPROACH 10" X � MAX. 30". FIGURE 11A-11 FORWARD REACH CLEAR FLOOR SPACE (A) UNOBSTRUCTED SIDE REACH CLEAR FLOOR SPACE X2Y / X PLAN CLEAR FLOOR SPACE FOR PARALLEL APPROACH (B) SIDE REACH OVER OBSTRUCTION 10" MAXIMUM 24" MAX. CLEAR - FL- OOR SPACE FOR PARALLEL APPROACH CLEAR FLOOR SPACE (C) SIDE REACH OVER OBSTRUCTION 10" MINIMUM AND 24" MAXIMUM FIGURE 11A-1J SIDE REACH z M 30". HIGH AND LOW SIDE REACH LIMITS HIGH AND LOW SIDE REACH LIMITS 24" MAX 30". MAXIMUM SIDE REACH OVER OBSTRUCTION 1127A.11.4 HARDWARE. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH SECTION 1138A.4 (see detail 38 / A3.40). TOUCH LATCHES AND U-SHAPED PULLS ARE ACCEPTABLE. 1127A.12 FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS 1127A.12.1 MINIMUM SEATING. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED FOR RESIDENTS OR GUESTS, 5 PERCENT, BUT NOT LESS THAN ONE, SHALL BE ACCESSIBLE AS PROVIDED IN THIS SECTION. 1127A.12.2 CLEAR FLOOR SPACE. WHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 1138A.1.4(see detail 38 / A3.40) POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP THE REQUIRED KNEE AND TOE SPACE BY MORE THAN 19 INCHES ( 483 MM). (SEE FIGURE 11A-1K.) 1127A.12.3 KNEE AND TOE SPACE. WHEN SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE AND TOE SPACE COMPLYING WITH SECTION 1138A.2 (see detail 38 / A3.40) SHALL BE PROVIDED. (SEE FIGURE 11A-1K.) 1127A.12.4 HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28 INCHES TO 34 INCHES (711 MM TO 864 MM)FROM THE FINISH FLOOR. EXCEPTION: WHEN FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES (864 MM) IN HEIGHT, ONLY A PORTION OF THE MAIN COUNTER, 60 INCHES (1524 MM) MINIMUM IN LENGTH, SHALL BE PROVIDED IN COMPLIANCE WITH THIS SECTION. 1127A.5.3.8 GRAB BARS. ACCESSIBLE SHOWER COMPARTMENTS SHALL BE PROVIDED WITH GRAB BARS, INSTALLED IN ACCORDANCE WITH SECTION 1127A.5.3.8.1 OR SECTION 1127 A.5.3.8.2. GRAB BARS SHALL ALSO COMPLY WITH SECTION 1127A.4 (see detail 4 this sheet). WHEN MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HEIGHT ABOVE THE FINISH FLOOR. WHEN SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, L-SHAPED OR U-SHAPED GRAB BARS MEETING THE DIMENSIONAL REQUIREMENTS OF SECTION 1127A.5.3.8.1 OR SECTION 1127A.5.3.8.2 SHALL BE PERMITTED. (SEE FIGURE 11A-9H OR FIGURE 11A-9I.) 1127A.5.3.8.1 STANDARD ROLL -IN SHOWER COMPARTMENTS. GRAB BARS SHALL BE INSTALLED ON THE BACK WALL AND ON THE SIDE WALL OPPOSITE THE SEAT. GRAB BARS ABOVE THE SEAT ARE NOT PERMITTED. GRAB BARS SHALL BE INSTALLED 6 INCHES (152 MM) MAXIMUM FROM ADJACENT WALLS. 1127A.5.3.8.2 ALTERNATE ROLL -IN SHOWER COMPARTMENTS. GRAB BARS SHALL BE INSTALLED ON THE BACK WALL AND THE SIDE WALL FARTHEST FROM THE COMPARTMENT ENTRY. GRAB BARS ABOVE THE SEAT ARE NOT PERMITTED. GRAB BARS SHALL BE INSTALLED 6 INCHES (152 MM) MAXIMUM FROM ADJACENT WALLS. 1127A.5.3.9 SOAP DISH. WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40 INCHES (1016 MM) ABOVE THE SHOWER FLOOR, AND WITHIN THE REACH LIMITS FROM THE SEAT. 1127A.5.3.10 OPEN SHOWERS. WHEN NO SEPARATE SHOWER COMPARTMENTS ARE PROVIDED, THE SHOWER FOR PERSONS WITH DISABILITIES SHALL BE LOCATED IN A CORNER WITH L-SHAPED GRAB BARS EXTENDING ALONG TWO ADJACENT WALLS WITH A FOLDING SEAT ADJACENT TO THE SHOWER CONTROLS. (SEE FIGURE 11A-9I) 1127A.5.3.11 MULTIPLE SHOWERS. WHEN TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED WITHIN THE SAME FUNCTIONAL AREA, THERE SHALL BE AT LEAST ONE SHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (I.E., ONE LEFT-HAND CONTROL VERSUS RIGHT-HAND CONTROLS). 1127A.6 LOCKERS 1127A.6.1 GENERAL. WHERE LOCKERS ARE PROVIDED FOR RESIDENTS OR GUESTS, AT LEAST ONE LOCKER AND NOT LESS THAN 1 PERCENT OF ALL LOCKERS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. AN ACCESSIBLE ROUTE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS. SEE SECTION 1138A FOR REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROL AND OPERATING MECHANISMS. 1127A.7 SIGNS 1127A.7.1 GENERAL. ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY. " SIGNS NEED NOT BE PROVIDED FOR FACILITIES WITHIN A DWELLING UNIT OR GUESTROOM. 1127A.7.2 IDENTIFICATION SYMBOLS. DOORWAYS LEADING TO SANITARY FACILITIES (TOILET OR BATHING ROOMS) SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL IN COMPLIANCE WITH THIS SECTION. GEOMETRIC SYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT OF 58 INCHES (1473 MM) MINIMUM AND 60 INCHES (1524 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE CENTER OF THE SYMBOL. WHEN A DOOR IS PR0442 VIDED, THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH (25 MM) OF THE VERTICAL CENTERLINE OF THE DOOR. DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST ACCESSIBLE TOILET OR BATHING ROOMS SHALL BE PROVIDED. SUCH DIRECTIONAL SIGNS SHALL COMPLY WITH SECTION 1143.5 AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EDGES OF ACCESSIBILITY SIGNAGE SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE A MINIMUM RADIUS OF 1INCH ( 3.2 MM). SEE SECTION 1143A FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. 1127A.7.2.1 MEN'S SANITARY FACILITIES. MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 114 INCH (6.4 MM) THICK WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 1127A.7.2.2 WOMEN'S SANITARY FACILITIES. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 114 INCH (6.4 MM) THICK AND 12 INCHES ( 305 MM) IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 1127A.7.2.3 UNISEX SANITARY FACILITIES. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 114 INCH (6.4 MM) THICK AND 12 INCHES ( 305 MM) IN DIAMETER WITH A 114 INCH (6.4 MM) THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH (305 MM) DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLES SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 1127A.8 TOILET ROOM FIXTURES AND ACCESSORIES 1127 A.8.1 TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES (1016 MM)FROM THE FINISHED FLOOR. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH SECTION 1138A.4 (see detail 38 / A3.4). 1127A.8.2 TOILET TISSUE DISPENSERS. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION CLOSEST TO THE WATER CLOSET, 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES (483 MM) MINIMUM ABOVE THE FINISH FLOOR. THE OUTLET OF THE DISPENSER SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. (SEE FIGURE 11A-9B) 4'-6"MIN. (A) DISPENSERS HIGHEST OPERABLE PART WITHIN 40" OF THE FINISH FLOOR TYPICAL 7 FIGURE 11A-9B TOILET ROOM FIXTURES MIRROR ABOVE LAVATORY OR COUNTERTOP (B) MIRRORS MIRROR REFLECTIVE SURFACE 1127A.8.3 MIRRORS. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (889 MM) MAXIMUM ABOVE THE FINISH FLOOR. 1127A.9 SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS SHALL COMPLY WITH SECTION 1138A (SEE DETAIL 38 / A3.40) 1127A.10 COMMON ACCESSIBLE LAUNDRY ROOMS 1127A.10.1 GENERAL. WHERE COMMON USE LAUNDRY ROOMS ARE PROVIDED, AT LEAST ONE OF EACH TYPE OF APPLIANCE PROVIDED IN EACH LAUNDRY AREA SHALL BE ACCESSIBLE, SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THIS SECTION. SUCH APPLIANCES INCLUDE CLOTHES WASHING MACHINES, DRYERS, SOAP DISPENSERS AND ANY RELATED FEATURES SUCH AS WASH SINKS, TABLES AND STORAGE AREAS. WHERE LAUNDRY ROOMS ARE PROVIDED ON FLOORS OF AN ELEVATOR BUILDING, EACH LAUNDRY ROOM SHALL BE ACCESSIBLE. WHERE THERE IS ONE LAUNDRY ROOM ON A GROUND FLOOR IN EACH BUILDING, EACH LAUNDRY ROOM SHALL BE ACCESSIBLE. WHERE THERE IS A LAUNDRY ROOM ON THE GROUND FLOOR OF A BUILDING AND ANOTHER LOCATED IN THE BASEMENT, IT IS ACCEPTABLE TO HAVE ONLY THE GROUND FLOOR LAUNDRY ROOM ACCESSIBLE. 1127A.10.2 CLEAR FLOOR SPACE. THERE SHALL BE A MINIMUM CLEAR SPACE 30 INCHES PERPENDICULAR BY 48 INCHES PARALLEL (762 MM BY 1219 MM) IN FRONT OF CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE. THERE SHALL BE A MINIMUM CLEAR SPACE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) PROVIDED FOR AT LEAST ONE OF EACH TYPE OF FIXTURE OR APPLIANCE PROVIDED IN THE LAUNDRY ROOM (E.G., SOAP DISPENSERS, WASH SINKS, TABLES, STORAGE AREAS). 1127A.10.3 CONTROLS AND OPERATING MECHANISMS. CLOTHES WASHERS AND DRYERS INCLUDING STACKED CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE SHALL HAVE CONTROLS AND OPERATING MECHANISMS (INCLUDING DOORS, COIN SLOTS, LINT SCREENS, DETERGENT AND BLEACH COMPARTMENTS) WITHIN THE REACH RANGE OF A SEATED USER. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES (1219 MM), AND NO LOWER THAN 15 INCHES (381 MM), ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, WASHER OR DRYER), OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail 38 /A3.40). CONTROLS AND OPERATING MECHANISMS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR OUTLETS THAT PERFORM THE SAME FUNCTIONS ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS (22.2N). 1127A.10.4 WASHING MACHINES AND CLOTHES DRYERS. WASHING MACHINES AND CLOTHES DRYERS IN ACCESSIBLE COMMON USE LAUNDRY ROOMS SHALL BE FRONT LOADING. THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT SHALL BE LOCATED 15 INCHES ( 381 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH DOOR. 1127A.5.3.1 SIZE AND CLEARANCE. 1. STANDARD ROLL -IN SHOWER COMPARTMENTS. STANDARD ROLL -IN SHOWER COMPARTMENTS SHALL MEET ONE OF THE FOLLOWING: 1.1 30 INCHES (762 MM) MINIMUM IN DEPTH AND 60 INCHES MINIMUM IN WIDTH BETWEEN WALL SURFACES MEASURED AT CENTER POINTS OF OPPOSING SIDES, WITH A FULL OPENING WIDTH ON THE LONG SIDE. A CLEAR FLOOR SPACE 30 INCHES MINIMUM BY 60 INCHES (1524 MM) MINIMUM SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. 1.2 42 INCHES (1067 MM) IN WIDTH BETWEEN WALL SURFACES, AND 48 INCHES (1219 MM) MINIMUM IN DEPTH WITH AN ENTRANCE OPENING OF 42 INCHES (1067 MM). ALTERNATE ROLL -IN SHOWER COMPARTMENTS. ALTERNATE ROLL -IN SHOWER COMPARTMENTS SHALL BE 36 INCHES (914 MM) MINIMUM IN DEPTH AND 60 INCHES (1524 MM) MINIMUM IN WIDTH BETWEEN WALL SURFACES MEASURED AT CENTER POINTS OF OPPOSING SIDES. A 36-INCH (914 MM) WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. 1127A.5.3.2 THRESHOLDS. THRESHOLDS IN ROLL -IN SHOWER COMPARTMENTS SHALL BE 1/2 INCH (12.7 MM) MAXIMUM IN HEIGHT AND SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENTSLOPE). (SEE FIGURE 11A-1F.) (A) VERTICAL CHANGE IN LEVEL 2 (B) BEVELED CHANGE IN LEVEL FIGURE 11A-1F CHANGE IN LEVEL EXCEPTION: CHANGES IN LEVEL NOT EXCEEDING 1/4 INCH (6.35 MM) SHALL BE PERMITTED TO BE VERTICAL 1127A.5.3.3 ENCLOSURES. ENCLOSURES, WHEN PROVIDED FOR SHOWER COMPARTMENTS, SHALL NOT OBSTRUCT CONTROLS, FAUCETS, SHOWER SPRAY UNITS, AND TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. 1127A.5.3.4 FLOOR. SHOWER COMPARTMENT FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 1/4 INCH (6.35 MM) PER FOOT (2.083 PERCENT SLOPE) IN ANY DIRECTION. WHEN DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE 1/4 INCH (6.35 MM) MAXIMUM AND LOCATED FLUSH WITH THE FLOOR SURFACE. 1127 A.5.3.5 CONTROLS. CONTROLS, FAUCETS AND SHOWER SPRAY UNITS IN SHOWER COMPARTMENTS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM. ALL CONTROLS AND FAUCETS SHALL BE OF A SINGLE -LEVER DESIGN. 1127A.5.3.5.1 STANDARD ROLL -IN SHOWER COMPARTMENTS. IN STANDARD ROLL -IN SHOWER COMPARTMENTS, OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE INSTALLED ON THE BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL, 19 INCHES MINIMUM AND 27 INCHES MAXIMUM FROM THE SEAT WALL. OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES ABOVE THE SHOWER FLOOR, WITH THEIR CENTERLINE AT 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE THE SHOWER FLOOR. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE SEAT WALL, 19 INCHES MINIMUM AND 27 INCHES MAXIMUM FROM THE SEAT WALL. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES ABOVE THE SHOWER FLOOR (MEASURED TO THE TOP OF THE MOUNTING BRACKET). 1127 A.5.3.5.2 ALTERNATE ROLL -IN SHOWER COMPARTMENTS. IN ALTERNATE ROLL -IN SHOWER COMPARTMENTS, OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE INSTALLED ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL, 19 INCHES (483 MM) MINIMUM AND 27 INCHES ( 686 MM) MAXIMUM FROM THE SEAT WALL. OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE SHOWER FLOOR, WITH THEIR CENTERLINE AT 39 INCHES (991 MM) MINIMUM AND 41 INCHES (1041 MM) MAXIMUM ABOVE THE SHOWER FLOOR. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE INSTALLED ON THE FOLLOWING LOCATIONS: ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL, 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM FROM THE SEAT WALL; OR 2. ON THE BACK WALL OPPOSITE THE SEAT, 15 INCHES (381 MM) MAXIMUM, LEFT OR RIGHT, OF THE CENTERLINE OF THE SEAT. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE SHOWER FLOOR. 1127A.5.3.6 HAND-HELD SHOWER SPRAYER UNIT. A FLEXIBLE HAND-HELD SHOWER SPRAY UNIT WITH A HOSE AT LEAST 59 INCHES (1524 MM) LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON - POSITIVE SHUT-OFF IF AN ADJUSTABLE -HEIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. 1127A.5.3.6.1 SPRAYER UNIT ALTERNATIVE. WHEN ACCESSIBLE SHOWER FACILITIES ARE PROVIDED IN AREAS SUBJECT TO EXCESSIVE VANDALISM, IN LIEU OF PROVIDING THE FIXED FLEXIBLE HOSE, TWO WALL -MOUNTED SHOWER HEADS SHALL BE INSTALLED. EACH SHOWER HEAD SHALL BE INSTALLED SO THAT IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE SWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. ONE SHOWER HEAD SHALL BE LOCATED AT A HEIGHT OF 48 INCHES (1219 MM) MAXIMUM ABOVE THE FLOOR. 1127A.5.3.7 SHOWER COMPARTMENT SEATS. A SEAT IN A STANDARD ROLL -IN SHOWER COMPARTMENT SHALL BE A FOLDING TYPE, INSTALLED ON THE SIDE WALL ADJACENT TO THE CONTROLS. THE SEAT SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3 INCHES (76 MM) OF THE COMPARTMENT ENTRY. A SEAT IN AN ALTERNATE ROLL -IN TYPE SHOWER COMPARTMENT SHALL BE A FOLDING TYPE, INSTALLED ON THE FRONT WALL OPPOSITE THE BACK WALL, AND SHALL EXTEND FROM THE ADJACENT SIDE WALL TO A POINT WITHIN 3 INCHES (76 MM) OF THE COMPARTMENT ENTRY. SHOWER COMPARTMENT SEATS SHALL COMPLY WITH SECTION 1127 A.4.4 (see detail 4 this sheet) AND SHALL BE LOCATED WITHIN 27 INCHES (686 MM) OF THE SHOWER CONTROLS. THE TOP OF THE SEAT SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. WHEN FOLDED, THE SEAT SHALL NOT EXTEND MORE THAN 6 INCHES (152 MM) FROM THE MOUNTING WALL. 1127A.5.3.7.1 RECTANGULAR SEATS. THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2-1/2 INCHES MAXIMUM FROM THE SEAT WALL THE FRONT EDGE OF A RECTANGULAR SEAT SHALL BE 15 INCHES MINIMUM AND 16 INCHES MAXIMUM FROM THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 1-1/2 INCHES MAXIMUM FROM THE ADJACENT WALL. 1127A.5.3.7.2 L-SHAPED SEATS. THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2 1/ 2 INCHES MAXIMUM FROM THE SEAT WALL. THE FRONT EDGE OF AN L-SHAPED SEAT SHALL BE 15 INCHES MINIMUM AND 16 INCHES MAXIMUM FROM THE SEAT WALL. THE REAR EDGE OF THE "L" PORTION OF THE SEAT SHALL BE 1-1/2 INCHES MAXIMUM FROM THE WALL. THE FRONT EDGE SHALL BE 14 INCHES MINIMUM AND 15 INCHES MAXIMUM FROM THE WALL. THE END OF THE "L" SHALL BE 22 INCHES MINIMUM AND 23 INCHES MAXIMUM FROM THE MAIN SEAT WALL. 6" MIN. CLEAR 1127A.5.3 SHOWER COMPARTMENTS. SHOWER COMPARTMENTS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS SECTION. (SEE FIGURES 11A-9H, 11A-9I, 11A-9J AND 11A-9K) .,_ ♦ SIDE WALL 5' - 0" MIN. CLEAR 6" MAX. LOCATION OF SINGLE LEVER CONTROLS FOLDING SEAT 1/2" MAX. BEVELED THRESHOLD CLEAR FLOOR AREA (A) 30" x 60" ROLL -IN SHOWER LOCATION OF SINGLE LEVER CONTROLS -� HANDHELD TOP OF MOUNTING BRACKET SHOWERHEAD SHALL HAVE A DIVERTER FROM FIXED HEAD FOLDING SEAT SEAT EXTENSION OVER 36" DEEP 1/2" MAX. BEVELED THRESHOLD (B) 42" x 48" ROLL -IN SHOWER FINISH TO FINISH 3' - 6" MIN. CLEAR --STANDARD FIXED SHOWERHEAD ON THE OPPOSITE WALL FIGURE 11A-9H STANDARD ROLL -IN SHOWERS 6" MAX. BACK ff WALL SIDE WALL FRONT - WALL ALTERNATE ROLL -IN SHOWER (A) GRAB BARS 2 1/2" MAX. z 2'-1" CLEAR FINISH TO FINISH (B) SHOWER SEATS FIGURE 11A-91 SHOWER SEATS AND GRAB BARS LOCATION OF SINGLE LEVER CONTROLS FOLDING SEAT 36" GRAB BAR 24" GRAB BAR FIGURE 11A-9J OPEN SHOWER 6" MAX. STANDARD ROLL -IN SHOWER 2'-0" 5' - 0" MIN. CLEAR FINISH TO FINISH BACK WALL / FRONT WALL COMPARTMENT ENTRY MIN. MIN. FIGURE 11A-9K ALTERNATE ROLL -IN SHOWER 19" - 27' 14 LOCATION OF SINGLE LEVER CONTROLS FOLDING SEAT 1/2" MAX BEVELED THRESHOLD TOP OF MOUNTING BRACKET a drawn 0 a submittal O c 1st Plan Check Submittal 2nd Plan Check Submittal w 3rd Plan Check Submittal 0 4th Plan Check Submittal ((j 0 0 D Urevision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date 0 II a) 0 a) O U) consultant: N L 0 ((5 C (0 O 0 N U owner: L O L N a N L L§ L a X a) N _c 5 N U 0 a (0 CO C (0 a all ideas, designs and plans represented by this drawing are the exclusive property of withee malcolm architects REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, INC. >- z a >- U >- H OE a ce cc O a w O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 CBC 11A DIV. III Common SHEET TITLE use - Cont SHEET No A046 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:22:46 AM Local File: C:.Users;rrrlarineiare(.aiD:(;L:rTlents;B60-r9_:':ompo:<ite_2019_RMarir:elar+ r=a.rvt Consultant File Background Info: BATHING & TOILET FACILITIES (cont.) BATHING & TOILET FACILITIES KITCHENS (cont.) DOORS (cont.) DWELLING UNIT FEATURES b) Water closets shall be located within bathrooms in a manner that permits a grab bar to be installed on one side of the fixture. The centerline of the water closet shall be 17 inches minimum to 18 inches (457 mm) maximum from a grab bar wall or partition. In locations where water closets are adjacent to non -grab bar walls, vanities, lavatories or bathtubs, the centerline of the fixture shall be a minimum of 18 inches (457 mm) from the obstacle. c) Where the water closet is not placed adjacent to a side wall capable of accommodating a grab bar, the bathroom shall have provisions for installation of floor -mounted, foldaway or similar alternative grab bars. Where the water closet is placed adjacent to a side wall, reinforcement shall be installed on both sides or one side and the back. If reinforcement is installed at the back, it shall be installed between 32 inches and 38 inches above the floor. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. The backing shall be a minimum of 40 inches in length. Reinforcement installed at the side of the water closet shall be installed 32 inches to 38 inches above the floor. The reinforcement shall be installed a maximum of 12 inches from the rear wall and shall extend a minimum of 26 inches in front of the water closet. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. d) The minimum height of water closet seats shall be 15 inches above the floor. e) Water closet controls shall be mounted no more than 44 inches above the floor. The force required to activate controls shall be no greater than 5 pound -force. 7. Bathrooms or powder rooms required to be accessible shall have at least one accessible lavatory. Where mirrors and towel fixtures are provided, at least one of each shall be accessible. 1134A.8 a) Vanities and lavatories shall be installed with the centerline of the fixture a minimum of 18 inches horizontally from an adjoining wall or fixture to allow for forward approach. When parallel approach is provided, lavatories shall be installed with the centerline of the fixture a minimum of 24 inches horizontally from an adjoining wall or fixture. The top of the fixture rim shall be a maximum of 34 inches above the finished floor. figure 34.1 cabinets under lavatories b) A clear maneuvering space at least 30 inches by 48 inches shall be provided at lavatories and shall be centered on the lavatory. c) Cabinets under lavatories are acceptable provided the bathroom has space to allow a parallel approach by a person in a wheelchair and the lavatory cabinets are designed with adaptable knee and toe space. \ ♦ sink rim or countertop apron knee 1'-11" MAXI 4 41 MIN. IIL I 4.01l ,AME'Thr 41/ VII►l mirrors per 1134A.8 #8 faucet controls per 1134A.8 #7 mirrors and towel fixtures j1" MIN/ 1''-5" MIN. / knee and toe space per 1134A 8 #4 (shown shaded) towel fixtures per 1134A.8 #8 plumbing protection per 1134A.8 #6 floor finish per 1134A.8 #5 d) Knee and toe space shall be provided as follows: i) The knee space shall be at least 30 inches wide and 8 inches deep. ii) The knee space shall be at least 29 inches high at the front face and reducing to not less than 27 inches at a point 8 inches back from the front edge. iii) The knee and toe space required in this section shall be provided by one of the following: (1) The space beneath the lavatory shall be left clear and unobstructed: (2) Any cabinet beneath the lavatory shall be removable without the use of specialized knowledge or specialized tools: or (3) Doors to the cabinet beneath the lavatory shall be removable or openable to provide the required unobstructed knee and toe space. iv) The toe space required in this section shall be provided as follows: (1) Shall be at least 30 inches wide and centered on the lavatory. (2) Shall be at least 17 inches deep, measured from the front edge. (3) Shall be at least 9 inches high from the floor. e) The finished floor beneath the lavatory shall be extended to the wall. f) Hot water and drain pipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. g) Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 pound -force. Lever operated, push -type and electronically controlled mechanisms are examples of acceptable designs. Self -closing valves are allowed if the faucet remains open for at least 10 seconds. h) Where mirrors or towel fixtures are provided they shall be mounted with the bottom edge no higher than 40 inches from the floor. LAUNDRY ROOMS If clothes washing machines and clothes dryers are provided in covered multifamily dwelling units, one of each type of appliance shall be provided. Where front -loading clothes washers are not provided, management shall provide assistive devices, on request of the occupant, to permit the use of top -loading clothes washers. (2013 CBC 1135A.1) ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS 1. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located no more than 48 inches (1219 mm) measured from the top of the receptacle outlet box nor less than 15 inches (381 mm) measured from the bottom of the receptacle outlet box to the level of the finished floor or working platform. If the reach is over a physical barrier or an obstruction (for example, a kitchen base cabinet), receptacles shall be located within the reach ranges specified in Section 1138A.3. Physical barriers and obstructions shall not extend more than 25 inches (635 mm) from the wall beneath the receptacle. 2. Receptacle outlets that do not satisfy these specifi cations are acceptable provided that comparable receptacle outlets, that perform the same functions, are provided within the same area and are accessible.. 1136A.1 Exceptions: i) ii) iii) iv) Receptacle outlets installed as part of permanently installed baseboard heaters are exempt. Required receptacle outlets shall be permitted in floors when adjacent to sliding panels or walls. Baseboard electrical outlets used in moveable partitions, window walls or other electrical convenience floor outlets are not subject to the minimum height requirements. This section shall not apply to existing buildings when the enforcing agency determines that compliance with these standards would create an unreasonable hardship. 3. Controls or switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, alarms or cooling, heating and ventilating equipment shall be located no more than 48 inches (1219 mm) measured from the top of the outlet box nor less than 15 inches measured from the bottom of the outlet box to the level of the finished floor or working platform. If the reach is over a physical barrier or an obstruction (for example, a kitchen base cabinet) switches and controls shall be located within the reach ranges specified in Section 1138A.3. Physical barriers or obstructions shall not extend more than 25 inches from the wall beneath a control. Switches and controls that do not satisfy these specifications are acceptable provided that comparable controls or outlets, that perform the same functions, are provided within the same area and are accessible. Exception: Appliances (e.g,. kitchen stoves, dishwashers, range hoods, microwave ovens and similar appliances) which have controls located on the appliance. 1136A.2. 5 figure 36A mounting height for outlets REACH RANGES 1. Reach ranges shall comply with the following: 1138A.3 a) When the clear floor space allows only forward approach to an object, the maximum high forward reach allowed shall be 48 inches and the minimum low forward reach shall be no less than 15 inches above the finish floor. (See Figure 11A- 11(a)). 1138A.3.1 b) When the high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the reach depth over the obstruction. 2. The high forward reach shall be 48 inches (1219 mm) maximum when the reach depth is 20 inches maximum. When the reach dep th exceeds 20 inches, but is not more than 25 inches, h e the , high forward reach shall be 44 inches maximum. (See Figure 11A-11(b).) 1138A.3.1. a) When a clear floor space allows a parallel approach to an element, and the side reach is unobstructed, the high side reach shall be 48 inches maximum, and the low side reach shall be 15 inches minimum above the finish floor. (See Figures 11A-1J (a) and 11A-1J(b)) 1138.3.2 b) When a clear floor space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches maximum and the depth of the obstruction shall be 24 inches maximum. The high side reach shall be 48 inches maximum for a reach depth of 10 inches maximum. When the reach depth exceeds 10 inches, but no more than 24 inches, the high side reach shall be 46 inches maximum. (See Figure 11A-1J(c).) 1. Only one bathroom need to be accessible provided it complies with the following additional requirements and all other bathrooms including powder rooms within the unit are on accessible route with usable entry doors. 1134A.2 Option 2 a. When both tub and shower fixtures are provided, at least one shall be made accessible. When two or more lavatories in a bathroom are provided, at least one shall be made accessible. 1134A.2 Option 2.6 b. Toilets shall be located in a manner that permit a grab bar to be installed on one side of the fixture. In locations where toilets are adjacent to walls or bath -tubs, the centerline of the fixture must be a minimum of 1'-6" from the obstacle. The other (non -grab bar) side of the toilet fixture must be a minimum of 1'-6" from the finished surface of adjoining walls, vanities or from the edge of the lavatory. 1134A.7.1 c. Vanities and lavatories shall be installed with the centerline of the fixture a minimum of 1'-6" horizontally from an adjoining wall or fixture. The top of the fixture rim shall be a maximum of 2'-10" above the finished floor. 2. All powder rooms shall be designed to comply with Section 1134A.2, Option 2, Items h through I. When the powder room is the only toilet facility located on an accessible level, it shall comply with the Option 2 items listed above, plus all additional requirements located in Sections 1134A.4 1134A.7 and 1134A.8. (1134A.3) 3. Bathing and toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person using a wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. Where the door swings into the bathroom or powder room, there shall be a clear maneuvering space outside the swing of the door of at least 30 inches by 48 inches within the room. The clear maneuvering space shall allow the user to position a wheelchair or other mobility aid clear of the path of the door as it is closed and to permit use of fixtures. Doors may swing into the required clear space at any fixture when a clear maneuvering space is provided outside the swing arc of the door so it can be closed. Maneuvering spaces may include any knee space or toe space available below bathroom fixtures. 1134A.4 4. Bathtubs required to be accessible shall comply with the following: 1134A.5 a) There shall be a minimum clear floor space 48 inches parallel by 30 inches perpendicular to the side of a bathtub or bathtub -shower combination (measured from the foot or drain end of the bathtub) to provide for the maneuvering of a wheelchair and transfer to and from the bathing facilities. The area under a lavatory may be included in the clear floor space provided the knee and toe space comply with Section 1134A.8. Cabinets under lavatories and toilets shall not encroach into the clear floor space. b) A bathtub installed without surrounding walls shall provide reinforced areas for the installation of floor -mounted grab bars. Where a bathtub is installed with surrounding walls, grab bar reinforcement shall be located on each end of the bathtub, 32 inches to 38 inches above the floor, extending a minimum of 24 inches from the front edge of the bathtub toward the back wall of the bathtub. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. See Figure 11A-9G. Grab bar reinforcement shall be installed on the back wall of the bathtub a maximum of 6 inches above the bathtub rim extending upward to at least 38 inches above the floor. Grab bar backing shall be installed horizontally to permit the installation of a 48-inch grab bar with each end a maximum of 6 inches from the end walls of the bathtub. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. c) d) e) provide additional backing for fold away grab bar when required by 1134A.7 tem 2; verify requirement wth selected manufacturer 2'-0„ dvMAx control end (foot) wall 2'-0", V )IMAX. control end side wall 3'-4" MIN 1 0" 'VIA back wall 3'-6" MIN. side wall (a) grab bar reinforcement foradaptable water closets 4'-0" MIN, back wall head end wall (b) grab bar reinforcement for adaptable bathtubs back wall side wall (c) grab bar reinforcement for adaptable showers Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 pound -force. Lever operated, push -type and electronically controlled mechanisms are examples of acceptable designs. A shower spray unit is not required in bathtubs. Doors and panels of bathtub enclosures shall be substantially constructed from approved, shatter -resistant materials. Hinged doors shall open outward. Glazing used in doors and panels of bathtub enclosures shall be fully tempered, laminated safety glass or approved plastic. When glass is used, it shall have minimum thickness of not less than 1/8 inch when fully tempered, or 1/4 inch when laminated, and shall pass the test requirements of this Part, Chapter 24 Glass and Glazing. Plastics used in doors and panels of bathtub enclosures shall be of a shatter -resistant type. 5. Showers required to be accessible shall comply with the following: 1134A.6 4'-0" MIN control side wall "II�� side wall (seat side FHA) (1.1) 42"x48" shower stall with 36" entrance opening jr3'-0" MIN 3'-3" min. with /�' shower door 5'-0" MIN. - shower door shall provide 34" clear opening when door is open at 90 depress (1.2) 30"x60" shower stall (wth water closet projection shown) additional clear space required to allow for side transfer to future seat (FHA) reinforce full width of shower for future wall mounted seat starting at the floor to a height of 2'-0" (FHA) (1.3) 30'5(60" shower stall with 36" entrance opening a) When one or more shower stalls are provided within the same dwelling units, at least one shower stall shall comply with one of the following requirements: i) The shower stall shall measure at least 42 inches wide by 48 inches deep with an entrance opening of at least 36 inches; or ii) The shower stall shall measure at least 30 inches deep by 60 inches wide with an entrance opening of at least 60 inches. A water closet may project a maximum of 12 inches into the opening, provided that a minimum of 36 inches clear space is maintained between the water closet and the shower wall as illustrated in Figure 11A-9L: or iii) Other shower stall configurations shall measure at least 36 inches deep by 60 inches wide with an entrance opening of at least 36 inches when a wall is installed on the opening side. b) The maximum slope of the shower floor shall be 1/2 inch per foot in any direction and shall slope to a drain. The floor surfaces shall be of Carborundum or grit -faced tile or of material providing equivalent slip resistance. c) A clear maneuvering space at least 30 inches in width by 48 inches in length shall be located outside the shower, flush and parallel to the control wall. d) Grab bar reinforcement shall be installed continuous in the walls of showers 32 inches to 38 inches above the floor. The grab bar reinforcement shall be a minimum of 6 inches nominal in height. Glass -walled shower stalls shall provide reinforcement for installation of floor -mounted or ceiling- mounted grab bars. e) When a threshold is used, it shall be a maximum of 2 inches in height and have a beveled or sloped angle not exceeding 1 unit vertical in 2 units horizontal (26.6 degrees from the horizontal). Thresholds 1/2 inch or less in height may have a beveled or sloped angle not exceeding 1 unit vertical in 1 unit horizontal (45 degrees from horizontal). f) Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 pound -force. Lever operated, push -type and electronically controlled mechanisms are examples of acceptable designs. Doors and panels of shower enclosures shall be substantially constructed from approved, shatter -resistant materials. Hinged shower doors shall open outward. Glazing used in doors and panels of shower enclosures shall be fully tempered, laminated safety glass or approved plastic. When glass is used, it shall have minimum thickness of not less than 1/8 inch when fully tempered, or 1/4 inch when laminated, and shall pass the test requirements of this Part, Chapter 24 Glass and Glazing. Plastics used in doors and panels of showers enclosures shall be of a shatter -resistant type. g) 6. Water closets in bathrooms or powder rooms required to be accessible shall comply with the following: 1134A.7 a) The minimum floor space provided at a water closet shall be 48 inches in clear width. The clear floor space shall extend past the front edge of the water closet at least 36 inches. See Figure 11A-9M. Exception: The 48 inches minimum clear width may be reduced to 36 inches for lavatories, cabinets, wing walls or privacy walls located immediately adjacent to a water closet which extend no more than 24 inches in depth. 4'-0" MIN. 3'-4" reinforced wall for required grab bar reinforcing over rides 3'-0" min. shown; see fold away grab bar required at water closet adjacent to tub; see figure 4'-0" MIN. z 4 TUB ACCESS 2. Kitchens shall have a minimum clear width measured between any cabinet, countertop, or the face of any appliance (excluding handles and controls) that projects into the kitchen and the opposing cabinet, countertop, appliance, or wall as follows: 1133A.2.1 a) U-shaped kitchens, designed with parallel approach at a range or cooktop located at the base of the U, shall have a minimum clear width of at least 60 inches. (See FigurellA-10A). b) U-Shaped kitchens, designed with a cooktop or sink located at the base of the U, which provides knee and toe space in accordance with Section 1133A.7 to allow for a forward approach, shall have a clear width of at least 48 inches. (See Figure 11A-10A). c) All other kitchen designs shall provide a minimum clear width of at least 48 inches. (See Figure 11A-10A). CLEAR WIDTH (1) U-shape kitchen with parallel approach at range or 3'-2" MIN. cooktop located at the base of the U (2) U-shape kitchen with a cooktop or sink located at the base of the U (3) all other kitchen designs (see figure 33.1 for clear floor space requirements at fixtures and appliances fo all clear width figures) Two - 15" bread boards (CB) may be provided in lieu of th 30" countertop work surface wth knee and toe space or repositioning the work surface countertop when required by 1133.A4.1 A 60" diameter turning circle or T- shaped turning space is required at the base of u-shaped kitchens See figure 33.2(3) below for additional information A minimum 48" of clear width is required when a sink or a cook top with the required knee and toe space is provided at the base of U-shaped kitchens When a door to an appliance is open, functional clear floor space must be provided. The forward approach to the sink provides the parallel front approach to dishwasher when its door a open; see figure 16.1 for additional information. See figure 33.2(3) below for additional information Typical outlet and/or switch placement for side approach access when top of receptacle box is mounted no higher than 46" above the finish floor (see detail 36 this sheet) Typical outlet location required by C.E.C. 3. Base cabinets directly under the kitchen sink counter area, including toeboard and shelving, shall be removable without the use of specialized tools or specialized knowledge in order to provide knee and toe space for a wheelchair. The finish floor beneath the kitchen sink counter area shall be extended to the wall. 1133A.3 sinks with rear located drains simplify knee space requirements of figure the sides of adjacent cabinets and the back wall, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent materials. - cabinets to be removable without the use of specialized tools or knowledge extend finish floor beneath the kitchen sink counter area to the wall 4. Kitchen countertops shall be provided with the following: 1133A.4. a) A minimum linear length of 30 inches of countertop shall be provided for the kitchen sink installation. b) A minimum linear length of 30 inches of countertop shall be provided for a work surface. c) The sink and work surface may be a single integral unit a minimum of 60 inches in length, or be separate components. Exception: Two 15-inch minimum width breadboards may be provided in lieu of the required 30 inches of countertop work surface. 5. Repositionable countertops shall be provided in a minimum of five percent of the covered multifamily dwelling units. Repositionable countertops shall comply with the following: 1133A.4.1 a) The kitchen sink and work surface space required by 1133A.4 shall be designed to enable repositioning to a minimum height of 28 inches. b) Base cabinets directly under the kitchen sink counter area and work surface shall be removable as required in Section 1133A.3. c) The sides of adjacent cabinets and the back wall, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent materials appropriate for such uses. d) Finished flooring shall be extended to the wall beneath the sink and work surface. Exceptions: I. Stone, cultured stone and tiled countertops may be used without meeting the repositioning requirements. II. Two 15-inch minimum width breadboards may be provided in lieu of the required 30 inches of countertop work surface. 6. Lower shelving and/or drawer space shall be provided in the kitchen at a height of no more than 48 inches above the floor. 1133A.5 7. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 pound force. Lever -operated, push -type and electronically controlled mechanisms are examples of acceptable designs. Self -closing valves are allowed if the faucet remains open for at least 10 seconds. 1133A.6 Knee and toe space, when required by Section 1133A shall comply with the following: 1133A.7. a. The knee and toe space shall be clear and unobstructed, or removable base cabinets in compliance with Section 1133A.3 shall be provided. b. The knee and toe space shall be 30 inches wide minimum, centered on the sink, countertop or appliance. c. The knee space shall be at least 27 inches above the finish floor. d. The knee space shall be 11 inches (279 mm) deep minimum at 9 inches (229 mm) above the finish floor, and 8 inches (203 mm) deep minimum at 27 inches (686 mm) above the finish floor, measured from the front edge. e. The toe space shall be at least 9 inches above the finish floor. f. A clear floor space shall not extend into the knee and toe space more than 19 inches (483 mm). Water supply and drain pipes under kitchen sinks shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under kitchen sinks. 1133A.7.1. 11" MIS11 /1'-7" MAX./ faucet controls per 1133A 6 knee and toe space per 1133A 7 (shown shaded) plumbing protection per 1133A.7,1 at hot water and drain pipes provide insulation or removable appearance panel protection from hot surfaces when a garbage disposal is provided, the sink drain shall be located to the rear of the sink so the disposal can be mounted clear of the required knee & toe space. 7. The width of the level area on the side to which the door swings shall extend 18 inches past the strike edge for all doors. The width of the level area at the exterior side of the primary entry door and any required exit doors shall comply with Section 1126A. a. See Section 1134A for bathrooms that are required to be accessible. b. Twenty-four inches is preferred for strike edge clearance. (a) interior door or secondary exterior door exterior wall side see 26/A-3.30.1 (b) exception 1 3'-0" MIN. D00`'NDLANDIN IDTH -8" CLEAR OPENING 8. Maximum effort to operate door shall not exceed 8 1/2 pounds (38 N) for exterior doors and 5 pounds (22 N) for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. compensating devices or automatic door operators may be utilized to meet these standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allwable by the appropriate enforcement agency, not to exceed 15 pounds (66.7 N). 1132A.6 9. The type of latch and lock required for all doors shall be in accordance with 1132A.8 and Chapter 10, Section 1008. 1132A.7 10. Hand -activated door latching, locking and opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand -activated and on an accessible route shall be operable with a single effort by lever -type hardware, panic bars, push- pull activating bars or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate consistent with Section 1132A.6, in the direction of egress. ▪ rr wry xa4 oaee< cc O xQOw r interior landing (finish floor) primary or secondary exterior door door threshold hardware changes greater than 1/4" shall be beveled 1:2 exterior landing 1/4":12" maximum slope away from the door floor level transition hardware changes greater than 1/4" shall be beveled 1:2 11. The lever or lever of actuated latches or locks shall be curved with a return to within 1/2" of the door to prevent catching on the clothing of persons during egress in Group R and U occupancies of an occupant load greater than 10. 1132A.8.1 12. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 1132A.9 Exception: Automatic and sliding doors. smooth door_ bottom hardware fin. fir. 0 = U w C-W rr deadbok push button * lc view port low** bottom of door closer view port high **, 0 xY w - kick plate may occur 16 ga max, any cavties created shall be capped no projections into clear opening below 34"; a maximum 4" projection a allowed above 34" * required at accessible/adaptable dwelling units ** if provided install two view ports; one high and one low at accessible/adaptable dwelling units z rto \ \ 13. Every primary entrance to a covered multifamily dwelling unit shall be provided with a door buzzer, bell, chime or equivalent. The activating mechanism shall be mounted a maximum of 48 inches above the floor and connected to permanent wiring. 1132A.10 KITCHENS An accessible route shall be provided through all rooms and spaces of the dwelling unit. The accessible route shall pass through the primary entry door, and shall connect with all additional purpose of this section, "accessible routes" may include hallways, corridors, and ramps. 1130A.1 Exception: An accessible route is not required from the interior of the unit into a basement or garage, except as provided in Section 1105A.1. The accessible route into and throughout covered multifamily dwelling units shall be at least 36 inches wide. 1130A.2 CHANGES IN LEVEL ON ACCESSIBLE ROUTES Abrupt changes in level along any accessible route shall not exceed 1/2 inch. When changes in level do occur, they shall be beveled with a slope no greater than 1 unit vertical in 2 units horizontal (50-percent slope). Changes in level not exceeding 1/4 inch may be vertical. 1131A.1 5 (a) vertical change in level (b) beveled change in level 2. Changes in level greater than 1/2 inch shall be made by means of a ramp, elevator or platform (wheelchair) lift. See Section 1122A for ramps and Section 1124A.11 for platform (wheelchair) lifts. 1131 A.2 DOORS 1. The width and height of primary entry doors and all required exit doors shall comply with Section 1126A.1. The requirements of Sections 1126A.3 shall apply to maneuvering clearances at the side of the door exposed to common or public use spaces (e.g., entry or exit doors which open from the covered multifamily dwelling unit into a corridor, hallway or lobby, or directly to the outside). 1132A.1 Except as allowed by Section 1109A.2, interior doors intended for user passage and secondary exterior doors shall comply with this section. The provisions of this section shall apply to the dwelling unit side of doors leading from the interior of the dwelling unit to an unfinished basement or an attached garage. 1132A.2 3. Doors shall comply with the following: 1132A.3 a. Doors shall not be less than 6 feet 8 inches in height. b. Swinging doors shall provide a net clear opening width of not less than 32 inches, measured with the door or doors positioned at an angle of 90 degrees from the closed position. A 34-inch door is acceptable. The primary entry door and all required exit doors shall comply with the requirements of Section 1126A.1. c. Swinging doors shall be capable of opening at least 90 degrees. d. A nominal 32-inch clear opening provided by a standard 6-foot wide sliding patio door assembly is acceptable. e. A pair of doors, manual or automatic, must have at least one leaf which provides a clear width of not less than 32 inches, measured with the door positioned at an angle of 90 degrees from its closed position. f. The width of any component in the means of egress system shall not be less than the minimum width required by Section 1005. 4. The floor or landing on each side of a door shall be level. Primary entry doors, required exit doors or secondary exterior doors with changes in height between the interior surface or floor level and the exterior surface or floor level shall comply with the following: 1132A.4 a. Exterior landings of impervious construction (e.g., concrete, brick, flagstone) serving primary entry doors AND required exit doors are limited to not more than 1/2 inch ofchange in height between floor surfaces. Changes in level shall comply with Sec. 1131A. b. Exterior landings of pervious construction (e.g., wood decking with spaces) shall be the same level as the interior landing, except that secondary exterior doors may have no more than 1/2 inch of change in height between floor surfaces. Changes in level shall comply with Section 1131A. c. Secondary exterior doors onto decks, patios or balcony surfaces constructed of impervious materials (e.g., concrete, brick, flagstone) may have a maximum change in height from the interior landing of 4 inches. Changes in height greater than 1/2 inch shall be accomplished by means of a ramp complying with Section 1114A or by means of a platform constructed to the level of the floor as illustrated in (Figure 11A-8J). platform of approved materials to raise floor level of balcony; platform required for final inspection d. Secondary exterior doors onto decks, patios or balcony surfaces constructed of impervious materials (e.g., concrete, brick, flagstone) may have a maximum change in height from the interior landing of 1 inch, provided a ramp with a maximum slope of 1:8 is permanently installed. (See Figure 11A-8K). PERMANENTLY INSTALLED RAMP ---- EXTERIOR IMPERVIOUS SURFACE 8" MIN. SECONDARY EXTERIOR DOOR THRESHOLD INTERIOR FLOOR LEVEL e. In buildings containing covered multifamily dwelling units, the floor or landing immediately outside the entry may be sloped up to 1/4 inch per foot (12 inches), in a direction away from the primary entrance of the dwelling unit for drainage. Thresholds at the primary entry and required exit doors shall be no higher than 1/2". Thresholds at secondary exterior doors, including sliding door tracks, shall be no higher than 3/4". Changes in height at interior door thresholds (e.g., floor material changes at door thresholds) shall not exceed 1/2". Thresholds shall comply with the following: 1132A.4.1 a. Thresholds with a change in height of not more than 1/4" may be vertical. b. Thresholds with a change in height between 1/4 inch and 3/4" shall be beveled with a slope no greater than 1 unit vertical in 2 units horizontal (50-percent slope). Maneuvering clearances at interior doors shall provide a minimum length on both sides of the door of at least 42 inches measured at a right angle to the plane of the door in its closed position. 1132A.5.1 Exceptions: a. A 39-inch length is acceptable when a minimum clear opening width of 34 inches is provided. b. The floor or landing on the dwelling unit side of the primary entry door and any required exit door shall have a minimum length of not less than 44 inches. Section 1126A.3 shall apply to maneuvering clearances at the side of the door exposed to common or public use spaces. Kitchens within adaptable dwelling units shall be on an accessible route. 1133A.1 1. Clear floor space at kitchens shall comply with the following 1133A.2 : a) A clear floor space at least 30 inches by 48 inches that allows a parallel approach by a person in a wheelchair shall be provided at the range or cook -top. b) A clear floor space at least 30 inches by 48 inches that allows either a parallel or forward approach shall be provided at the kitchen sink and all other fixtures or appliances including the oven, dishwasher, refrigerator/freezer and trash compactor c) The centerline of the 30 inch by 48 inch clear floor space provided for parallel or forward approach shall be aligned with the centerline of the appliance or fixture. (See Figure 11A-10A). r r ,� 2,_0 MIN ,, 2,-0 MIN. ir Z parallel approach DIM AS REQUIRE RANGE see requirement for functional clear space when door is open DIM AS REQUIRED COOK TOP forward approach allowed when knee & toe space is provided under the cooktop (a) parallel approach 2' 37" CLEAR U.N.O. REFRIGERATOR additional clearance required when awall extends past the face of the appliance clearance required when a wall or cabinet return extends past the face of the appliance I I rfi -�1 II II I II dbr II I L DIM AS REQUIRED WALL OR MICROWAVE OVEN see requirement for functional clear space when door is open REQUIRED D SHWASHER see requirement for functional clear space when door is open 1'-3" 1'-3" MIN. - MIN. forward approach rfi--fib II II I I I rd- 1 L_1_ _I DIM AS, REQUIRED TRASH COMPACTOR see requirement for functional clear space when door is open (b) parallel a forward approach J 33" MIN. U.N.O. KITCHEN SINK removable base cabinets required see figure 33.4 when a garbage disposal is provided, the sink drain shall be located to the rear of the sink so the disposal can be mounted clear of the required knee & toe space. provide knee and toe space aligned with the Toward clear floor space per figure 16.3 work surface area (shown cross -hatched) WORK SURFACE removable base cabinets required see figure 33.4 MIN AS REQUIRED SPECIFIED APPLIANCE functional space required when appliance has a pull out or pull down door functional clear space FHA requires functional space at all appliances with a pull out or pull down door. The clear floor space of adjacent appliances and the 36" wide accessible path through the echen can be combined to provide functional clear floor space At appliances with a pull down door, ether a parallel front approach or parallel side approach using a 9" high toe space under the door when it is pulled down can be used. See figure 33.2 (2) for additional information. .1) drawn 'a. submittal a 92 B6079 1st Plan Check Submittal 2nd Plan Check Submittal 02/05/2019 04/12/2019 revision date (D consultant: 0 ca co - a) E owner: co a REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. cc >-- co cm 01 CO 0 CC 0 CC CC 0 LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 18 Park Avenue, Los Gatos, CA 95030 CBC 11A DIV. IV DWELLING UNIT FEATURES SHEET TITLE SHEET No A047 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:22:50 AM Local File: CAUsers‘rrnarinelarena\Docurnerits\B6079_Composite_2019_R.Marinelarenarvt Consultant File Background Info: NM Ma MN MN CHAPTER 11A DIVISION V B6079 SECTION 1141A ACCESSIBLE SWIMMING POOLS 1141A.1 GENERAL. SWIMMING POOLS IN COMMON USE AREAS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION AND CALIFORNIA BUILDING CODE CHAPTER 31B. 1141A.2 SWIMMING POOL DECK AREAS. SWIMMING POOL DECK AREAS MUST BE ACCESSIBLE, AND A MECHANISM TO ASSIST PERSONS WITH DISABILITIES GAIN ENTRY INTO THE POOL AND EXIT FROM THE POOL SHALL BE PROVIDED. SUCH A MECHANISM MAY CONSIST OF A SWIMMING POOL LIFT DEVICE AS LONG AS THE DEVICE MEETS ALL OF THE FOLLOWING CRITERIA: 1. HAS A SEAT THAT MEETS ALL OF THE FOLLOWING: 1.1 THE SEAT MUST BE RIGID; 1.2. THE SEAT MUST BE NOT LESS THAN 17 INCHES (432 MM) AND NOT MORE THAN 19 INCHES (483 MM), INCLUSIVE OF ANY CUSHIONED S URFACE THAT MIGHT BE PROVIDED, ABOVE THE POOL DECK; 1.3. THE SEAT MUST HAVE TWO ARMRESTS. THE ARMREST ON THE SIDE OF THE SEAT BY WHICH ACCESS IS GAINED SHALL BE EITHER REMOVABLE OR FOLD CLEAR OF THE SEAT; 1.4. THE SEAT MUST HAVE A BACK SUPPORT THAT IS AT LEAST 12 INCHES TALL; AND 1.5. THE SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCE WITH SECTION 1138A.4.4 (see detail 38 this sheet). 2. BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. 3. BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. BE DESIGNED TO HAVE A LIVE -LOAD CAPACITY OF NOT LESS THAN 300 POUNDS. 5. BE POSITIONED SO THAT, IF THE POOL HAS WATER OF DIFFERENT DEPTHS, IT WILL PLACE THE OPERATOR INTO WATER THAT IS AT LEAST 3 FEET (914 MM) DEEP. 6. BE CAPABLE OF LOWERING THE OPERATOR AT LEAST 18 INCHES (457 MM) BELOW THE SURFACE OF THE WATER. SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS 1142A.1 RECEPTACLE HEIGHTS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail 38 this sheet). PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. 3. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. 4. THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 1142A.2 SWITCH AND CONTROL HEIGHTS. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES ( 381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail 38 this sheet). PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A SWITCH OR CONTROL. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. SECTION 1143A SIGNAGE 1143A.1 GENERAL. WHEN SIGNS AND/OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH THIS SECTION. WHEN BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. EXCEPTION: SIGNS NEED NOT BE PROVIDED WITHIN DWELLING UNITS. NOTE: SEE SECTION 1127A.7 (see detail 7 / A3.20) FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES, AND SECTION 1124A (see detail 24 / A3.30) FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO ELEVATORS. 1143A.2 IDENTIFICATION SIGNS. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1143A.1, 1143A.5, 1143A.6 AND 1143A.7. EXCEPTION: EXTERIOR SIGNS THAT ARE NOT LOCATED AT THE DOOR TO THE SPACE THEY SERVE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1143A.6. 1143A.3 DIRECTIONAL AND INFORMATIONAL SIGNS. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1143A.5. 1143A.4 ACCESSIBILITY SIGNS. WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH SECTION 1143A.5. SECTION 1140A ACCESSIBLE TELEPHONES 1140A.1 GENERAL. IF PUBLIC TELEPHONES ARE PROVIDED, THEY SHALL COMPLY WITH THIS SECTION. ON FLOORS WHERE PUBLIC TELEPHONES ARE PROVIDED, AT LEAST ONE TELEPHONE SHALL BE ACCESSIBLE.ON ANY FLOOR WHERE TWO OR MORE BANKS OF MULTIPLE TELEPHONES ARE PROVIDED, AT LEAST ONE TELEPHONE IN EACH BANK SHALL BE ACCESSIBLE. 1140A.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES BY 48 INCHES (762 MM BY THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. THE CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITHSECTION 1138A.1.4. BASES, ENCLOSURES AND FIXED SEATS SHALLNOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WHO USEWHEELCHAIRS. (SEE FIGURE IIA-IIB.)CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PARTOF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 1140A.3 RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. 1140A.4 MOUNTING HEIGHT. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN FIGURE 11A-11B. TELEPHONES MOUNTED DIAGONALLY IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 54 INCHES (1372 MM) ABOVE THE FLOOR. (SEE FIGURE 11A-11B). co ELEVATION (A) PARALLEL APPROACH OPTIONAL rt 13 POST & BASE ELEVATION (B) FORWARD APPROACH FIGURE 11A - 11B TELEPHONES L 30" x 48" MINIMUM CLEAR FLOOR SPACE PLAN PLAN 0 30"x48"MINIMUM CLEAR FLOOR SPACE 1140A.5 ENCLOSURES. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY SHALL COMPLY WITH SECTIONS 1140A.5.1 AND 1140A.5.2. (SEE FIGURE 11A-11B). 1140A.5.1 PARALLEL APPROACH. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAXIMUM. 1140A.5.2 FORWARD APPROACH. WHERE A FORWARD APPROACH IS PROVIDED, THE COUNTER MAY EXTEND BEYOND THE FACE OF THE TELEPHONE 20 INCHES (508 MM) MAXIMUM INTO THE REQUIRED CLEARFLOOR OR GROUND SPACE AND THE ENCLOSURE MAY EXTEND BEYOND THE FACE OF THE TELEPHONE 24 INCHES MAXIMUM. IF AN ADDITIONAL 6 INCHES IN WIDTH OF CLEARFLOOR SPACE IS PROVIDED, CREATING A CLEAR FLOOR SPACE OF 36 INCHES BY 48 INCHES, THE ENCLOSURE MAY EXTEND MORE THAN 24 INCHES BEYOND THE FACE OF THE TELEPHONE. 1140A.6 EQUIPMENT FOR HEARING IMPAIRED PEOPLE. TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP. A REASONABLE NUMBER OF THE PUBLIC TELEPHONES PROVIDED, BUT ALWAYS AT LEAST 454 ONE ON EACH FLOOR OR IN EACH BANK, WHICHEVER IS MORE. IN A BUILDING OR FACILITY, SHALL BE EQUIPPED WITH A VOLUME CONTROL. SUCH TELEPHONES SHALL BE CAPABLE OF A MINIMUM OF 12 DBA AND A MAXIMUM OF 18 DBA ABOVE NORMAL. {F AN AUTOMATIC RESET IS PROVIDED, 18 DBA MAY BE EXCEEDED. PUBLIC TELEPHONES WITH VOLUME CONTROL SHALL BE HEARING AID COMPATIBLE AND SHALL BE IDENTIFIED BY A SIGN CONTAINING A DEPICTION OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES. (SEE FIGURE 11A-11D). FIGURE 11A - 11C FIGURE 11A - 11 D INTERNATIONAL TTY SYMBOL VOLUME CONTROL TELEPHONE FIGURE 11A - 11 E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS 1140A.7 TEXT TELEPHONES. IF A TOTAL OFF FOUR OR MORE PUBLIC PAY TELEPHONES ARE PROVIDED AT THE INTERIOR AND EXTERIOR OF A SITE, AND IF AT LEAST ONE OF THE TOTAL NUMBER PROVIDED IS LOCATED IN AN INTERIOR LOCATION, AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED. 1140A. 7.1 SIGNAGE. TEXT TELEPHONES SHALL BE IDENTIFIED BY THE INTERNATIONAL TTY SYMBOL (SEE FIGURE IIA-IIC). IF A FACILITY HAS A PUBLIC TEXT TELEPHONE, DIRECTIONAL SIGNAGE INDICATING THE LOCATION OF THE NEAREST SUCH TELEPHONE SHALL BE PLACED ADJACENT TO ALL BANKS OF TELEPHONES THAT DO NOT CONTAIN A TEXT TELEPHONE. SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TTY SYMBOL. IF A FACILITY HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE ENTRANCE OR IN A BUILDING DIRECTORY. 1140A.7.2 HEIGHT. WHEN IN USE, THE TOUCH SURFACE OF TTY KEYPADS SHALL BE 34 INCHES (864 MM) MINIMUM ABOVE THE FINISH FLOOR. 1140A.8 CONTROLS. TELEPHONES SHALL HAVE PUSH-BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH SECTION 1138A.4. 1140A.9 CORD LENGTH. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29 INCHES LONG. 1140A.10 TELEPHONE BOOKS. IF TELEPHONE BOOKS ARE PROVIDED, THEY SHALL BE LOCATED IN A POSITION THAT COMPLIES WITH THE REACH RANGES IN SECTION 1138A.3. 1140A.11 SHELF. PUBLIC PAY TELEPHONES REQUIRED TO ACCOMMODATE A PORTABLE TTY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE 6 INCHES MINIMUM VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS TO BE PLACED. 1138A.4 CONTROLS AND OPERATING MECHANISMS. NOTE: SEE ALSO SECTION 1142A (see detail 42 this sheet) FOR RECEPTACLE, SWITCH AND CONTROL INSTALLATION. 1138A.4.1 GENERAL. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OF ACCESSIBLE ELEMENTS SHALL COMPLY WITH THIS SECTION. 1138A.4.2 CLEAR FLOOR SPACE. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1138A.1.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ALL CONTROLS AND OPERATING MECHANISMS. 1138A.4.3 HEIGHT. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES (1219 MM), AND NO LOWER THAN 15 INCHES ( 381 MM), ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, WASHER OR DRYER), CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. CONTROLS AND OPERATING MECHANISMS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. 1138A.4.4 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRIPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS 1139A.1 GENERAL. DRINKING FOUNTAINS AND WATER COOLERS IN COMMON USE AREAS AND/OR SITES SHALL COMPLY WITH THIS SECTION. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE (SEE FIGURE 11A-11A). 18" MIN. MAX. 18" MIN (A) ALCOVE INSTALLATION (B) NON -ALCOVE WING WALL INSTALLATION FIGURE 11A - 1A DRINKING FOUNTAINS 5" MAX. 1139A.2 ACCESSIBLE ROUTE. DRINKING FOUNTAINS AND WATER COOLERS SHALL BE ON AN ACCESSIBLE ROUTE. 1139A.3 DEPTH. DRINKING FOUNTAINS SHALL BE A MINIMUM OF 18 INCHES (457 MM) AND A MAXIMUM OF 19 INCHES (483 MM) IN DEPTH. 1139A.4 CLEAR FLOOR SPACE. DRINKING FOUNTAINS SHALL BE PROVIDED WITH 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) CLEAR FLOOR SPACE, CENTERED ON THE UNIT. THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR A FORWARD APPROACH. 1139A.4.1 KNEE A11D TOE SPACE. DRINKING FOUNTAINS SHALL BE PROVIDED WITH A CLEAR AND UNOBSTRUCTED KNEE AND TOE SPACE. KNEE AND TOE SPACE SHALL COMPLY WITH SECTION 1138A.2. (see detail 38 this sheet) 1139A.5 SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES (381 MM) MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES (127 MM) MAXIMUM FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. SPOUT OUTLETS SHALL BE 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR. 1139A.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES (101.6 MM) HIGH TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHEN SPOUTS ARE LOCATED LESS THAN 3 INCHES (76 MM) FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHEN SPOUTS ARE LOCATED BETWEEN 3 INCHES (76 MM) AND 5 INCHES (127 MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 1139A.7 CONTROLS AND OPERATING MECHANISMS. THE FLOW OF WATER SHALL BE ACTIVATED BY MANUALLY OR ELECTRONICALLY OPERATED CONTROLS. THE MANUALLY OPERATED CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED, LOCATED WITHIN 6 INCHES (152 MM) OF THE FRONT EDGE OF THE FOUNTAIN. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). 1139A.8 LOCATION. DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES, BETWEEN WING WALLS OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE OR OTHERWISE PROTECTED AREA IN WHICH THE DRINKING FOUNTAIN IS LOCATED SHALL NOT BE LESS THAN 32 INCHES (813 MM) IN WIDTH AND 18 INCHES (457 MM) IN DEPTH. WHEN THE DEPTH OF THE PROTECTED AREA WHERE THE DRINKING FOUNTAIN IS LOCATED EXCEEDS 24 INCHES (610 MM), ADDITIONAL MANEUVERING CLEARANCE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1138A.1.4.2 AND FIGURE 11A-1H. WHEN PROVIDED, WING WALLS SHALL PROJECT OUT FROM THE SUPPORTING WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN TO WITHIN 6 INCHES (152.4 MM) VERTICALLY FROM THE FINISH FLOOR. PROTRUDING OBJECTS LOCATED IN ALCOVES OR OTHERWISE POSITIONED SO AS TO LIMIT ENCROACHMENT INTO PEDESTRIAN WAYS ARE PERMITTED TO PROJECT 4 INCHES (101.6 MM) INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. (SEE FIGURE 11A-11A ) (A) SYMBOL PROPORTIONS (B) DISPLAY CONDITIONS FIGURE 11A - 1A INTERNATIONAL ACCESSIBILITY SYMBOL 1138A.1.5 TURN AROUND OBSTRUCTION. WHEN THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTH SHALL BE 42 INCHES (1067 MM) MINIMUM APPROACHING THE TURN, 48 INCHES (1219 MM) MINIMUM AT THE TURN AND 42 INCHES (1067 MM) MINIMUM LEAVING THE TURN. WHEN THE CLEAR WIDTH AT THE TURN IS 60 INCHES (1524 MM) MINIMUM, THE CLEAR WIDTH WHEN APPROACHING AND WHEN LEAVING THE TURN SHALL BE 36 INCHES (914 MM) MINIMUM (SEE FIGURE 11A-1C(b)). WHEN THE ACCESSIBLE ROUTE MAKES A 90 DEGREE TURN AROUND AN ELEMENT WHICH IS MORE THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTH SHALL BE 36 INCHES (914 MM) MINIMUM APPROACHING THE TURN, AT THE TURN AND LEAVING THE TURN (SEE FIGURE 11A-1C (a)). je 36" MIN. jr, 48" OR GREATER jr 36" MIN. jr (A) 90°TURN AROUND OBSTRUCTION 42" MIN. 42" MIN. LESS THAN 48"----/ C• je 36' MIN. jr jr 36" MIN. jr, (B) 180°TURN AROUND OBSTRUCTION FIGURE 11A - 1 C WIDTH OF ACCESSIBLE ROUTE AT TURNS LESS THAN 48" 1138A.2 KNEE AND TOE SPACE. WHEN SPACE BENEATH AN ACCESSIBLE ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE, OR TURNING SPACE, THE SPACE SHALL COMPLY WITH THIS SECTION. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE (SEE FIGURE 11A-9D). 1138A.2.1 KNEE SPACE. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (229 MM) AND 27 INCHES (686 MM) ABOVE THE FINISH FLOOR SHALL BE CONSIDERED KNEE SPACE. THE KNEE SPACE SHALL BE CLEAR AND UNOBSTRUCTED. EXCEPTIONS: FOR LAVATORIES REQUIRED TO BE ACCESSIBLE, THE KNEE SPACE SHALL BE AT LEAST 29 INCHES (737 MM) HIGH AT THE FRONT FACE AND REDUCING TO NOT LESS THAN 27 INCHES (686 MM) AT A POINT 8 INCHES (203.2 MM) BACK FROM THE FRONT EDGE; (SEE FIGURE 11A-9D(C)). 2. FOR LAVATORIES AND SINKS REQUIRED TO BE ACCESSIBLE, THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 1138A.2.1.1 MINIMUM WIDTH. KNEE SPACE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM. 1138A.2.1.2 MAXIMUM DEPTH. KNEE SPACE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR. 1138A.2.1.3 MINIMUM DEPTH. WHEN KNEE SPACE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE SPACE SHALL BE 11 INCHES (279 MM) DEEP MINIMUM AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR, AND 8 INCHES (203 MM) DEEP MINIMUM AT 27 INCHES (686 MM) ABOVE THE FINISH FLOOR, MEASURED FROM THE FRONT EDGE OF THE ELEMENT. EXCEPTIONS: 1. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES MINIMUM UNDER SINKS REQUIRED TO BE ACCESSIBLE. 2. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES MINIMUM UNDER BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE. 1138A.2.1.4 CLEARANCE REDUCTION. BETWEEN 9 INCHES (229 MM) AND 27 INCHES (686 MM) ABOVE THE FINISH FLOOR, THE KNEE SPACE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (25 MM) IN DEPTH FOR EACH 6 INCHES (152 MM) IN HEIGHT. 1138A.2.2 TOE SPACE. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR AND 9 INCHES (229 MM) ABOVE THE FINISH FLOOR SHALL BE CONSIDERED TOE SPACE. 1138A.2.2.1 MINIMUM WIDTH. TOE SPACE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM. 1138A.2.2.2 MAXIMUM DEPTH. TOE SPACE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT. 1138A.2.2.3 MINIMUM DEPTH. WHEN TOE SPACE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE SPACE SHALL EXTEND 17 INCHES (432 MM) MINIMUM UNDER THE ELEMENT, MEASURED FROM THE FRONT EDGE OF THE ELEMENT. EXCEPTIONS: 1. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES MINIMUM UNDER SINKS REQUIRED TO BE ACCESSIBLE. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES MINIMUM UNDER BUILD -IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE. 1138A.2.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE SPACE AT 9 INCHES ABOVE THE FINISH FLOOR SHALL NOT BE CONSIDERED TOE SPACE. 1138A.3 REACH RANGES. 1138A.3.1 FORWARD REACH. UNOBSTRUCTED. WHEN THE CLEAR FLOOR SPACE ALLOWS ONLY FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 INCHES (1219 MM) AND THE MINIMUM LOW FORWARD REACH SHALL BE NO LESS THAN 15 INCHES (381 MM) ABOVE THE FINISH FLOOR (SEE FIGURE 11A-1I(a)). OBSTRUCTED HIGH REACH. WHEN THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM WHEN THE REACH DEPTH IS 20 INCHES (508 MM) MAXIMUM. WHEN THE REACH DEPTH EXCEEDS 20 INCHES (508 MM), BUT IS NOT MORE THAN 25 INCHES (635 MM), THE HIGH FORWARD REACH SHALL BE 44 INCHES (1118 MM) MAXIMUM (SEE FIGURE 11A-1I(b)). 1138A.3.2 SIDE REACH. 1. UNOBSTRUCTED. WHEN A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT, AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM, AND THE LOW SIDE REACH SHALL BE 15 INCHES (381 MM) MINIMUM ABOVE THE FINISH FLOOR. (SEE FIGURES 11A-1J(a) AND 11A-1J(b)) EXCEPTIONS: AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR SPACE AND THE ELEMENT WHEN THE DEPTH OF THE OBSTRUCTION IS 10 INCHES (254 MM) MAXIMUM. BOOKSHELVES SHALL BE PERMITTED TO BE 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR. BOOKSHELVES MAY BE GREATER THAN 54 INCHES (1372 MM) ABOVE THE FINISH FLOOR WHEN AN ATTENDANT IS AVAILABLE TO ASSIST PERSONS WITH DISABILITIES. OBSTRUCTED HIGH REACH. WHEN A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM. WHEN THE REACH DEPTH EXCEEDS 10 INCHES , BUT NO MORE THAN 24 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM. (SEE FIGURE 11A-1J(c)). EXCEPTION: KITCHEN COUNTERTOPS IN DWELLING UNITS, THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR. DIVISION V TABLE OF CONTENTS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A SPACE ALLOWANCES AND REACH RANGES SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS SECTION 1140A ACCESSIBLE TELEPHONES SECTION 1141A ACCESSIBLE SWIMMING POOLS SECTION 1142A ELECTRICAL RECPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE SECTION 1144A THROUGH 1149A RESERVED SECTION 1137A OTHER FEATURES AND FACILITIES 1137A.1 GENERAL. THIS DIVISION SHALL APPLY TO FEATURES AND FACILITIES OF COMMON USE AREAS ON ACCESSIBLE FLOORS OR SITES. NOTE: THE PROVISIONS IN THIS DIVISION ARE NOT APPLICABLE TO DWELLING UNITS, UNLESS OTHERWISE SPECIFIED. SECTION 1138A SPACE ALLOWANCES AND REACH RANGES 1138A.1 SPACE ALLOWANCES. 1138A.1.1 SINGLE WHEELCHAIR PASSAGE WIDTH. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 36 INCHES CONTINUOUSLY. (SEE FIGURE 11A-1E.) SEE SECTION 1113A (see detail 13 / A1.0.1) FOR MINIMUM CLEAR WIDTH OF SIDEWALKS, AND SECTION 1120A (see detail 20 / A3.30) FOR MINIMUM CLEAR WIDTH OF INTERIOR ACCESSIBLE ROUTES. EXCEPTION: 32 INCHES IN WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24 INCHES IN LENGTH. THE SEGMENTS WITH REDUCED WIDTH SHALL BE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG MINIMUM AND 36 INCHES (914 MM) WIDE MINIMUM. 1138A.1.2 WIDTH FOR TWO WHEELCHAIRS PASSING. THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60 INCHES (1524 MM) (SEE FIGURE 11A-1E). AN ACCESSIBLE ROUTE (EXTERIOR AND INTERIOR) WITH A CLEAR WIDTH LESS THAN 60 INCHES (1524 MM) SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET (60 960 MM) MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES (1524 MM) MINIMUM BY 60 INCHES (1524 MM) MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES (1219 MM) MINIMUM BEYOND THE INTERSECTION. (SEE FIGURE 11A-1L.) 1138A.1.3 WHEELCHAIR TURNING SPACE. THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREE TURN SHALL BE A CIRCULAR CLEAR SPACE OF 60 INCHES (1524 MM) DIAMETER MINIMUM (SEE FIGURE 11A-1D (a)); OR A T-SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3.1. THE CIRCULAR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 1138A.2 IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS REQUIRED IN SECTION 1138A.1.5. 1138A.1.3.1 T-SHAPED TURNING SPACE. AT -SHAPED TURNING SPACE SHALL BE WITHIN A 60 INCH (1524 MM) SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES (914 MM) WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION, AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 MM) MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 1138A.2 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. (SEE FIGURE 11A-1D (b)). (A) 60 INCHES DIAMETER SPACE 36" MIN. (B) T-SHAPED SPACE FOR 180 TURN FIGURE 11A - 1D WHEELCHAIR TURNING SPACE 1138A.1.3.2 SURFACES OF TURNING SPACES. TURNING SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3 (see detail 10 / A1.0) OR SECTION 1119A.2 (see detail 19 / A3.30). CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED 1138A.1.4 CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. 1138A.1.4.1 SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM). THE MINIMUM CLEAR FLOOR OR GROUND SPACE MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT (SEE FIGURE 11A-1G). CLEAR FLOOR OR GROUND SPACE MAY BE PART OF THE KNEE AND TOE SPACE REQUIRED UNDER SOME OBJECTS UNLESS OTHERWISE SPECIFIED. 1138A.1.4.2 RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR A PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING: (SEE FIGURE 11A-1H). IF X>24", ADDITIONAL MANEUVERING CLEARANCE OF 6" SHALL BE PROVIDED (A) FORWARD APPROACH IF X>15", ADDITIONAL MANEUVERING CLEARANCE OF 12" SHALL BE PROVIDED (B) PARALLEL APPROACH FIGURE 11A - 1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES (914 MM) WIDE MINIMUM WHEN THE DEPTH EXCEEDS 24 INCHES (610 MM). PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM WHEN THE DEPTH EXCEEDS 15 INCHES (381 MM) 1138A.1.4.3 SURFACES OF WHEELCHAIR SPACES. CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3 (see detail 10 / A1.0) OR SECTION 1119A.2 (see detail 19 / A3.30). CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 1138A.1.4.3.1 GRATINGS. GRATINGS LOCATED IN GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES SHALL BE LIMITED TO SPACES NO GREATER THAN 1/2-INCH (12.7MM) WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAFFIC. -6 job no. a) drawn 0 Q submittal O 1st Plan Check Submittal 0 2nd Plan Check Submittal co 3rd Plan Check Submittal 0 4th Plan Check Submittal 0 0 13 C (0 revision U 0 a) 0) 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date consultant: N L. 0 G D E (0 O 0 0) U owner: L c0 (5 0 a a) a L a a) a) 0 Q. N a) c0 c0 c0 0 c0 a) 45 nL` a 0 L a) .O .) a) c0 c0 Q (1 a) 0) a 0) O C (0 a D SHEET TITLE C REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. cc a)o W PI_ Q Q a " ca ai- cf) 1) Ecm o mrnm PROPERTY W cc LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 CBC 11A DIV.V COMMON EXT. & INT. FEATURES Plot Date: 9/9/2019 9:22:54 AM Local File: C: ;User:t;rrnarinelart n_ai : >vl_:, :ents;L- 6079_.'.ornpv: ite_2019_RMa ir:t>larena.rat Consultant File Background Info: SHEET No A048 4th P.C. SUBMITTAL 09/09/2019 CHAPTER 11A DIVISION V 1143A.5 VISUAL CHARACTERS. SIGNS WITH VISUAL CHARACTERS SHALL COMPLY WITH THIS SECTION. job no. B6079 drawn 1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 2. CHARACTER TYPE. CHARACTERS SHALL BE UPPERCASE, LOWERCASE OR A COMBINATION OF BOTH. CHARACTERS SHALL BECONVENTIONAL IN FORM, AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. PROPORTIONS. CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 4. CHARACTER HEIGHT. VISUAL CHARACTERS SHALL BE SIZED IN ACCORDANCE WITH TABLE 1143A.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER " I ". 5. HEIGHT FROM FINISH FLOOR. VISUAL CHARACTERS SHALL BE 40 INCHES (1016 MM) MINIMUM ABOVE THE FINISH FLOOR. EXCEPTIONS: 1. VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS. 2. FLOOR -LEVEL EXIT SIGNS COMPLYING WITH CHAPTER 10, SECTION 1011.6. 6. STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER " I " SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. 7. CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 9. CHARACTER FORMAT. TEXT SHALL BE IN A HORIZONTAL FORMAT. 1143A.6 RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL COMPLY WITH THIS SECTION. RAISED CHARACTERS AND PICTORIAL SYMBOLS SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 1143A.7. 1. CHARACTER TYPE. RAISED CHARACTERS ON SIGNS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE SANS SERIF UPPERCASE, AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 2. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER " I ". 3. CHARACTER FORMAT. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. 4. PROPORTIONS. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHEN THE WIDTH OF THE UPPERCASE LETTER " O " IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER " I ". 5. STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER " I " SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. 6. CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHEN CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHEN CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH (1.6 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 MM) MINIMUM. 7. LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. LOCATION. WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INCHES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHEN PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. HEIGHT. SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1524 MM) MAXIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. EXCEPTION: TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH THIS SECTION. 10. PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY A TEXT DESCRIPTION LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. THE TEXT DESCRIPTION SHALL COMPLY WITH SECTIONS 1143A.6 AND 1143A.7. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES (152 MM) IN HEIGHT. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 1143A.7 BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. 1143A.7.1 DIMENSIONS AND CAPITALIZATION. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 1143A.7.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. 1143A.7.2 POSITION. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. EXCEPTION: BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3116 INCH (4.8 MM) MINIMUM AND SHALL BE LOCATED DIRECTLY BELOW THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. 1143A.8 SYMBOLS OF ACCESSIBILITY. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH THE FOLLOWING: 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595B. (SEE FIGURE 11A-1A.) 2. INTERNATIONAL SYMBOL OF TTY. (SEE FIGURE 11A-11C; detail 40 this sheet) 3. VOLUME CONTROL TELEPHONES. (SEE FIGURE 11A-11D; detail 40 this sheet) 4. ASSISTIVE LISTENING SYSTEMS. (SEE FIGURE 11A-11E; detail 40 this sheet) 5. CLEANER AIR SYMBOL. (SEE CHAPTER 11B; see detail 3 / A3.57) 6. TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. (SEE SECTION 1127A.7; see detail 7 / A3.20) submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 04/12/2019 06/07/2019 09/09/2019 revision date A A A n n n A consultant: owner: REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. CC �o T Lil 9 Pcr U ca � cf) E m CB <cD" mrnm 0 >- CC w 0 CC CC w 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 >- Q <0_ C') 0 vi 0 C� 0 J N N Y I..L CO CBC 11A DIV.V COMMON EXT. & INT. FEATURES - CONT SHEET TITLE Plot Date: 919/2019 9:22:56 AM Local File: :=:: ;i_leers,rrnarinelar ,r;aiDc r;u;nentstBea 9_Cornpo: it ;_201=9_RMarinelarena.rvt Consultant File Background Info: SHEET No A049 4th P.C. SUBMITTAL 09/09/2019 A. APPLICATION AND ADMINISTRATION job no. a) B6079 CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11B-705 DETECTABLE WARNINGS. 11B-406.5.12 RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL BE 60 INCHES WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH 11B-406.5.3 LANDINGS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE. 11B-406.6 // (a) cut through at island z ax 60" MIN. ) curb rampat island DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT EXTEND 36 INCHES IN THE DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED SIDES. 247.1.2.2, 11B-705.1.2.2 ON PERPENDICULAR CURB RAMPS, DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 TO 8 INCHES FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. 247.1.2.2, 11 B-705.1.2.2 ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. 247.1.2.2, 118-705.1.2.2 ISLANDS OR CUT -THROUGH MEDIANS 96 INCHES OR LONGER IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 36 INCHES MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT -THROUGH, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT - THROUGH MEDIAN, AND SEPARATED BY 24 INCHES MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS. 247.1.2.3, 11B-705.1.2.3 ISLANDS OR CUT -THROUGH MEDIANS THAT ARE LESS THAN 96 INCHES IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 24 INCHES MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT -THROUGH, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT - THROUGH MEDIAN, AND SEPARATED BY 24 INCHES MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS. 247.1.2.3, 11B-705.1.2.3 BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS THAT ARE 36 INCHES IN WIDTH. 247.1.2.4, 11B-705.1.2.4 WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET, DRIVEWAY, OR PARKING FACILITY, SHALL BE SEPARATED BY DETECTABLE WARNINGS, CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS. §202, 247.1.2.5, 11B-705.1.2.5 DETECTABLE WARNINGS PROVIDED TO SEPARATE WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET, DRIVEWAY, OR PARKING FACILITY, SHALL BE 36 INCHES IN WIDTH AND CONTINUOUS AT THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS. §202, 247.1.2.5, 11 B-705.1.2.5 AT REFLECTING POOLS, DETAIL COMPLIANCE WITH THE FOLLOWING: a. EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS, WALLS, WARNING CURBS OR DETECTABLE WARNINGS. 247.1.2.6, 11B-705.1.2.6 b. DETECTABLE EDGES PROVIDED TO PROTECT REFLECTING POOLS SHALL BE 24 TO 36 INCHES IN WIDTH. 247.1.2.6, 11B-705.1.2.6 PROVIDE DETECTABLE WARNING DETAILS SHOWING COMPLIANCE WITH THE FOLLOWING: a. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 TO 0.92 INCHES, A TOP DIAMETER OF 0.45 TO 0.47 INCHES, AND A HEIGHT OF 0.18 TO 0.22 INCHES. 11B-705.1.1.1 b. TRUNCATED DOMES PLACED IN A GRID PATTERN IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER -TO -CENTER SPACING OF 2.3 TO 2.4 INCHES, AND A MINIMUM BASE -TO -BASE SPACING OF 0.65 INCHES, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. 11B-705.1.1.2 c. TRUNCATED DOMES PLACED IN A RADIAL PATTERN IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER -TO -CENTER SPACING OF 1.6 TO 2.4 INCHES, AND A MINIMUM BASE -TO -BASE SPACING OF 0.65 INCHES, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. 11B-705.1.1.2 d. DETECTABLE WARNING SURFACES SHALL VISUALLY CONTRAST LIGHT -ON -DARK OR DARK -ON -LIGHT WITH ADJACENT WALKING SURFACES OR BE SEPARATED FROM ADJACENT SURFACES BY A 1 INCH WIDE BLACK STRIP. MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. 11 B-705.1.1.3 e. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT EXCEPT AT CURB RAMPS, ISLANDS OR CUT -THROUGH MEDIANS. 11B-705.1.1.4 f. DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERAL STANDARD 595C EXCEPT AT CURB RAMPS, ISLANDS OR CUT - THROUGH MEDIANS. 11B-705.1.1.3.1 g DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE APPROVED BY THE DIVISION OF THE STATE ARCHITECT. 11B-705.3 DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES INSTALLED AFTER JANUARY 1, 2001, SHALL BE EVALUATED BY AN INDEPENDENT ENTITY, SELECTED BY THE DIVISION OF THE STATE ARCHITECT, TO CONFIRM COMPLIANCE WITH THE PRESCRIPTIVE AND PERFORMANCE STANDARDS OF TITLE 24. §12-CHAPTERS 12-A AND 12-11B i. INDEPENDENT ENTITIES FOR TESTING OF DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE A NOT -FOR -PROFIT PRODUCT SAFETY TESTING AND CERTIFICATION ORGANIZATION, DEDICATED TO TESTING FOR PUBLIC SAFETY THAT OPERATES FOR THE TESTING, CERTIFICATION N A D QUALITY ASSESSMENT OF PRODUCTS, SYSTEMS AND SERVICES.§12-11B.205, §12-11B.211 INDEPENDENT ENTITIES FOR TESTING OF DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE RECOGNIZED AS HAVING APPROPRIATE EXPERTISE IN DETERMINING WHETHER PRODUCTS COMPLY WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24.§12-11B.205, §12-11B.211 k. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES MUST ENSURE CONSISTENCY AND UNIFORMITY FOR SHAPE, COLOR FASTNESS, CONFORMATION, SOUND -ON -CANE ACOUSTIC QUALITY, RESILIENCE, AND THAT ATTACHMENT WILL NOT DEGRADE SIGNIFICANTLY (10%) FOR AT LEAST FIVE YEARS. §12-11B.209, §12-11B-210 LANDINGS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL ARE NOT PERMITTED. 11B-405.7.1 THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 11 B-405.7.2 TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM. 11B-405.7.2.1 THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM. 11B-405.7.3 BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP RUN. 11 B-405.7.3.1 RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MINIMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. 11B-405.7.4 WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY 11B-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INCHES. DOORS, IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES. 11 B-405.7.5 RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS PER 11B-505 HANDRAILS. 11B-405.8 EDGE PROTECTION COMPLYING WITH 11B-405.9.2 CURB OR BARRIER SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. 11B-405.9 (SEE EXCEPTIONS) A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. 11B-405.9.2 LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 11B-405.10 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS PROVIDE CURB RAMP DETAILS INCLUDING DIMENSIONS, SLOPES, AND DETECTABLE WARNINGS. PERPENDICULAR RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). 11 B-406.2.1 FOR PERPENDICULAR RAMPS, WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. 11 B-406.2 flared sides 1:10 max slope THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN -LINE WITH THE DIRECTION OF SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). 11B-406.3.1 A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE TURNING SPACE IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM (2.083%). 11B-406.3.2 z so 48" MIN. r BLENDED TRANSITION RAMPS HALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%). 11 B-406.4.1 CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 11B-406.5.1 THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED TRANSITIONS, AND TURNING SPACES SHALL BE 48 INCHES MINIMUM. 11B-406.5.2 LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS (PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDING CLEAR LENGTH SHALL BE 48 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING ANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM. 11B-406.5.3 ir AT LEAST AS WIDE AS CURB RAAP. FLOOR OR GROUND SURFACES OF CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH 11B-405.4 FLOOR OR GROUND SURFACES. 11B-406.5.4 CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH 11B-405.10 WET CONDITIONS. 11 B-406.5.5 GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE SURFACE OF RAMP RUNS AND TURNING SPACES. SURFACE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH. 11B-406.5.6 THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 (2.083%) MAXIMUM. 11B-406.5.7 COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. 11B-406.5.8 adjoining surface maximum slope 20 - curb ramp slope THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS. 11B-406.5.9 DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL- DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. 11B-406.5.10 DIRECT CONNECTIONS TO OTHER FACILITIES SHALL PROVIDE AN ACCESSIBLE ROUTE COMPLYING WITH 11B-404 DOORS, DOORWAYS, AND GATES FROM THE POINT OF CONNECTION TO BOARDING PLATFORMS AND ALL TRANSPORTATION SYSTEM ELEMENTS REQUIRED TO BE ACCESSIBLE. ANY ELEMENTS PROVIDED TO FACILITATE FUTURE DIRECT CONNECTIONS SHALL BE ON AN ACCESSIBLE ROUTE CONNECTING BOARDING PLATFORMS AND ALL TRANSPORTATION SYSTEM ELEMENTS REQUIRED TO BE ACCESSIBLE. 11B-206.4.4.2 (SEE EXCEPTION) KEY STATIONS AND EXISTING INTERCITY RAIL STATIONS REQUIRED BY SUBPART C OF 49 CFR PART 37 TO BE ALTERED SHALL HAVE ENTRANCES COMPLYING WITH 11B-404 DOORS, DOORWAYS, AND GATES. 11B-206.4.4.3 EXCEPT SELF-SERVICE STORAGE FACILITIES, ALL ENTRANCES TO EACH TENANCY IN A FACILITY SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 11B-206.4.5 IN RESIDENTIAL DWELLING UNITS, AT LEAST ONE PRIMARY ENTRANCE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. THE PRIMARY ENTRANCE TO A RESIDENTIAL DWELLING UNIT SHALL NOT BE TO A BEDROOM. 11B-206.4.6 WHERE RESTRICTED ENTRANCES ARE PROVIDED TO A BUILDING OR FACILITY, ALL RESTRICTED ENTRANCES TO THE BUILDING OR FACILITY SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 11 B-206.4.7 IF A SERVICE ENTRANCE IS THE ONLY ENTRANCE TO A BUILDING OR TO A TENANCY IN A FACILITY, THAT ENTRANCE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. IN EXISTING BUILDINGS AND FACILITIES, A SERVICE ENTRANCE SHALL NOT BE THE SOLE ACCESSIBLE ENTRANCE UNLESS IT IS THE ONLY ENTRANCE TO A BUILDING OR FACILITY. 11 B-206.4.8 WHERE ENTRANCES USED ONLY BY INMATES OR DETAINEES AND SECURITY PERSONNEL ARE PROVIDED AT JUDICIAL FACILITIES, DETENTION FACILITIES, OR CORRECTIONAL FACILITIES, AT LEAST ONE SUCH ENTRANCE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 11B-206.4.9 WEATHER PROTECTION BY A CANOPY OR ROOF OVERHANG SHALL BE PROVIDED AT A MINIMUM OF ONE ACCESSIBLE ENTRANCE TO LICENSED MEDICAL CARE AND LICENSED LONG-TERM CARE FACILITIES WHERE THE PERIOD OF STAY MAY EXCEED TWENTY- FOUR HOURS. THE AREA OF WEATHER PROTECTION SHALL INCLUDE THE PASSENGER LOADING ZONE COMPLYING WITH 11B-209.3 MEDICAL CARE AND LONG-TERM CARE FACILITIES AND THE ACCESSIBLE ROUTE FROM THE PASSENGER LOADING ZONE TO THE ACCESSIBLE ENTRANCE IT SERVES. 11 B-206.4.10 TECHNICAL REQUIREMENTS FOR ACCESSIBLE ROUTES ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%), DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. 11B-402.2 THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2.083%). 11 B-403.3 EXCEPT AT TURNS OR PASSING SPACES, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES MINIMUM. 11B-403.5.1 THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG MINIMUM AND 36 INCHES WIDE MINIMUM. 11B-403.5.1 EXCEPTION 1 THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44 INCHES MINIMUM.§11B-403.5.1 EXCEPTION 2 THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. 11B-403.5.1 EXCEPTION 3 THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. 11B-403.5.1 EXCEPTION 4 ♦ N) 2' - 0" MAX. z co (N ♦ 4'-0"MIN. 2' - 0" MAX. z (N z ♦ WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE TURN. 11 B-403.5.2 z 2 3' - 6" MIN. X<48j 3' - 6" MIN. r ) 180 degree turn jr 3'-0"MIN. X<48" 3' - 0" MIN. jfL (b) 180 degree turn (exception) FOR PASSING SPACES, AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH 11B-304.3.2 T-SHAPED SPACE WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION. 11 B-403.5.3 WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER THAN 1:20 (5%) THEY SHALL COMPLY WITH HANDRAIL REQUIREMENTS OF 11B-505 HANDRAILS. 11B-403.6 ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 5 FEET IN LENGTH, AT INTERVALS OF 400 FEET MAXIMUM. THE RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM. 11B-403.7 RAMPS PROVIDE RAMP DETAILS, INCLUDING SLOPE, LANDINGS, AND HANDRAILS. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). 11 B-405.2 CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 (2.083%). 11B-405.3 FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. 11B-405.4 THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM. 11B-405.5 THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. 11B-405.6 RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. 11 B-405.7 72" MIN. bottom landing 60" MIN. 60" MIN. ramp run I landing (a) straight ramp run (b) change in direction (c) top landing E z J`- co o"2 60" MIN.Jr z CHANGES IN LEVEL GREATER THAN '/2 INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE. 11 B-303.4 ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. 11 B-303.5 PROTRUDING OBJECTS EXCEPT FOR HANDRAILS, OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND LESS THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE NO MORE THAN 4 INCHES HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS MAY PROTRUDE 4'/2 INCHES MAXIMUM. 118-307.2 4" MAX. C Co AXl FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS NO MORE THAN 12 INCHES MAXIMUM WHEN LOCATED FROM 27 INCHES MINIMUM TO 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11 B-307.3 PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 11B-307.5 LOWEST EDGE OF A SIGN OR OTHER OBSTRUCTION, WHEN MOUNTED BETWEEN POSTS OR PYLONS SEPARATED WITH A CLEAR DISTANCE GREATER THAN 12 INCHES, SHALL BE LESS THAN 27 INCHES OR MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. 11B-307.3 EDGE OF SIGNS OR OTHER OBJECTS, WHEN MOUNTED ON POSTS OR PYLONS WITH THEIR BOTTOM EDGES LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8 OF AN INCH. 11B-307.3.1 ax N X> 1,-o" k; VERTICAL CLEARANCE SHALL BE AT LEAST 80 INCHES HIGH ON CIRCULATION PATHS EXCEPT AT DOOR CLOSERS AND DOOR STOPS, WHICH MAY BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-307.4 C. ACCESSIBLE ROUTES WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE. 11B-206.2.1 (SEE EXCEPTIONS) AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 11B-206.2.2 (SEE EXCEPTION) AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN MULTI -STORY BUILDINGS AND FACILITIES. 11B-206.2.3 (SEE EXCEPTIONS) IN ALTERATIONS AND ADDITIONS, WHERE AN ESCALATOR OR STAIR IS PROVIDED WHERE NONE EXISTED PREVIOUSLY AND MAJOR STRUCTURAL MODIFICATIONS ARE NECESSARY FOR THE INSTALLATION, AN ACCESSIBLE ROUTE SHALL BE PROVIDED BETWEEN THE LEVELS SERVED BY THE ESCALATOR OR STAIR. 1 1 B-206.2.3.1(SEE EXCEPTIONS) IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS ARE REQUIRED BY 11B-206.2.3 MULTI -STORY BUILDINGS AND FACILITIES, AND WHICH EXCEED 10,000 SQUARE FEET ON ANY FLOOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH STAIR AND EACH ESCALATOR. 11B-206.2.3.2 IN EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET ON ANY FLOOR AND IN WHICH ELEVATORS ARE REQUIRED BY 11B-206.2.3MULTI-STORY BUILDINGS AND FACILITIES, WHENEVER A NEWLY CONSTRUCTED MEANS OF VERTICAL ACCESS IS PROVIDED VIA STAIRS OR AN ESCALATOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH NEW STAIR OR ESCALATOR. 11B-206.2.3.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A CIRCULATION PATH. 11 B-206.2.4 (SEE EXCEPTIONS) ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE INTERIOR, REQUIRED ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR: AN ACCESSIBLE ROUTE SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES, EXCEPT AS PERMITTED BY CHAPTER 10. 11B-206.3 SECURITY BARRIERS, INCLUDING BUT NOT LIMITED TO, SECURITY BOLLARDS AND SECURITY CHECK POINTS, SHALL NOT OBSTRUCT A REQUIRED ACCESSIBLE ROUTE OR ACCESSIBLE MEANS OF EGRESS. 11B-206.8 (SEE EXCEPTION) ENTRANCES ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH 11B-206.4 ENTRANCES. ENTRANCE DOORS, DOORWAYS, AND GATES SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH 11B-402 ACCESSIBLE ROUTES; (SEE EXCEPTIONS). 11B-206.4 ALL ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 11B-206.4.1 (SEE EXCEPTION) WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PARKING STRUCTURE TO A BUILDING OR FACILITY ENTRANCE, EACH DIRECT ACCESS TO THE BUILDING OR FACILITY ENTRANCE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 118-206.4.2 WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PEDESTRIAN TUNNEL OR ELEVATED WALKWAY TO A BUILDING OR FACILITY,ALL ENTRANCES TO THE BUILDING OR FACILITY FROM EACH TUNNEL OR WALKWAY SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 11B-206.4.3 IN TRANSPORTATION FACILITIES, WHERE DIFFERENT ENTRANCES SERVE DIFFERENT TRANSPORTATION FIXED ROUTES OR GROUPS OF FIXED ROUTES, ENTRANCES SERVING EACH FIXED ROUTE OR GROUP OF FIXED ROUTES SHALL COMPLY WITH 11 B-404DOORS, DOORWAYS, AND GATES. 11 B-206.4.4.1 (SEE EXCEPTION) ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS AND FACILITIES AND ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH THESE REQUIREMENTS.THESE REQUIREMENTS APPLY TO TEMPORARY AND PERMANENT BUILDINGS AND FACILITIES. 11B-201.1 WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE CONTAINS MORE THAN ONE USE, EACH PORTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT USE. 11 B-201.2 EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION AND SHALL COMPLY WITH 11B-202.4 PATH OF TRAVEL REQUIREMENTS. 11B-202.2 EACH EXISTING ELEMENT OR SPACE THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 2, INCLUDING 11B-202.4 PATH OF TRAVEL REQUIREMENTS UNLESS THE BUILDING OFFICIAL DETERMINES COMPLIANCE WITH APPLICABLE REQUIREMENTS IS TECHNICALLY INFEASIBLE AND THE ALTERATION COMPLIES WITH THE REQUIREMENTS TO THE MAXIMUM EXTENT FEASIBLE OR PROVIDES EQUIVALENT FACILITATION. 11B-202.3 ALTERATIONS ARE TECHNICALLY INFEASIBLE WHEN THEY HAVE LITTLE LIKELIHOOD OF BEING ACCOMPLISHED BECAUSE THE EXISTING STRUCTURAL CONDITIONS REQUIRE THE REMOVAL OR ALTERATION OF A LOAD -BEARING MEMBER THAT IS AN ESSENTIAL PART OF THE STRUCTURAL FRAME, OR BECAUSE OTHER EXISTING PHYSICAL OR SITE CONSTRAINTS PROHIBIT MODIFICATION OR ADDITION OF ELEMENTS, SPACES, OR FEATURES THAT ARE IN FUL L AND STRICT COMPLIANC E WITH THE MINIMUM REQUIREMENTS FOR NEW CONSTRUCTION AND WHICH ARE NECESSARY TO PROVIDE ACCESSIBILITY. 11 B-202 EQUIVALENT FACILITATION EXISTS WHEN DESIGNS, PRODUCTS, OR TECHNOLOGIES, AS ALTERNATIVES TO THOSE PRESCRIBED, RESULT IN SUBSTANTIALLY EQUIVALENT OR GREATER ACCESSIBILITY AND USABILITY. 11B-202 ALTERATIONS SHALL NOT DECREASE OR HAVE THE EFFECT OF DECREASING THE ACCESSIBILITY OF A BUILDING OR FACILITY BELOW THE REQUIREMENTS FOR NEW CONSTRUCTION AT THE TIME OF THE ALTERATION. 11B-202.3.1 IF ALTERATIONS OF SINGLE ELEMENTS, WHEN CONSIDERED TOGETHER, AMOUNT TO AN ALTERATION OF A ROOM OR SPACE IN A BUILDING OR FACILITY, THE ENTIRE ROOM OR SPACE SHALL BE MADE ACCESSIBLE. 11 B-202.3.3 WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE PROVIDED UNLESS OTHERWISE EXEMPT.§11B-202.4 PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY; TOILET AND BATHING FACILITIES SERVING THE AREA; DRINKING FOUNTAINS SERVING THE AREA; PUBLIC TELEPHONES SERVING THE AREA, AND SIGNS. 11 B-202.4 WHEN THE ADJUSTED CONSTRUCTION COST IS LESS THAN OR EQUAL TO THE CURRENT VALUATION THRESHOLD AS DEFINED, THE COST OF COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS LIMITED TO 20 PERCENT OF THE ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE PRECEDING THREE-YEAR PERIOD. 11 B-202.4 ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS DOES NOT INCLUDE THE COST OF ALTERATIONS TO PATH OF TRAVEL ELEMENTS. 11 B-202.4 IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS IN THE FOLLOWING ORDER: (1) AN ACCESSIBLE ENTRANCE; (2) AN ACCESSIBLE ROUTE TO THE ALTERED AREA; (3) AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR ONE ACCESSIBLE UNISEX (SINGLE -USER OR FAMILY) RESTROOM; (4) ACCESSIBLE TELEPHONES; (5) ACCESSIBLE DRINKING FOUNTAINS; AND (6) WHEN POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE AND ALARMS.§ 11 B-202.4 WHEN THE ADJUSTED CONSTRUCTION COST, AS DEFINED, EXCEEDS THE CURRENT VALUATION THRESHOLD ($ ), AS DEFINED, AND THE BUILDING OFFICIAL DETERMINES THE COST OF COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN UNREASONABLE HARDSHIP, AS DEFINED, FULL COMPLIANCE WITH SECTION 11B-202.4 SHALL NOT BE REQUIRED. COMPLIANCE SHALL BE PROVIDED EITHER BY EQUIVALENT FACILITATION OR TO THE GREATEST EXTENT POSSIBLE WITHOUT CREATING AN UNREASONABLE HARDSHIP. 11B-202.4 WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE CURRENT VALUATION THRESHOLD ($_) AND THE BUILDING OFFICIAL DETERMINES THE COST OF FULL COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN UNREASONABLE HARDSHIP, THE COST OF PARTIAL COMPLIANCE MUST EQUAL OR EXCEED 20 PERCENT OF THE ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE PRECEDING THREE YEAR PERIOD. 11B-202.4 WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE CURRENT VALUATION THRESHOLD ($ ) AND THE BUILDING OFFICIAL DETERMINES THE COST OF FULL COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN UNREASONABLE HARDSHIP, THE BUILDING OFFICIAL'S FINDINGS AND DETERMINATION OF UNREASONABLE HARDSHIP MUST BE RATIFIED BY AN APPEALS PROCESS. 11B-202.4 UNREASONABLE HARDSHIP EXISTS WHEN THE SPECIFIC WORK OF THE PROJECT AFFECTED BY THE BUILDING STANDARD IS INFEASIBLE BASED ON THE COST OF PROVIDING ACCESS, COST OF CONSTRUCTION CONTEMPLATED, IMPACT OF PROPOSED IMPROVEMENTS ON FINANCIAL FEASIBILITY OF THE PROJECT, NATURE OF THE ACCESSIBILITY WHICH WOULD BE GAINED OR LOST, NATURE OF THE USE OF THE FACILITY UNDER CONSTRUCTION AND ITS AVAILABILITY TO PERSONS WITH DISABILITIES. 11B-202 ALTERATIONS TO A QUALIFIED HISTORIC BUILDING OR FACILITY SHALL COMPLY WITH CHAPTER 11B UNLESS IT WILL THREATEN OR DESTROY THE HISTORICAL SIGNIFICANCE OR CHARACTER -DEFINING FEATURES OF THE BUILDING OR PROPERTY. IN THOSE CASES, ALTERNATIVE PROVISIONS SHALL BE APPLIED ON AN ITEM -BY -ITEM OR CASE - BY -CASE BASIS WITH SUFFICIENT WRITTEN DOCUMENTATION. 202.5, SHBC 8-602 PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE WORKING CONDITION THOSE FEATURES OF FACILITIES AND EQUIPMENT THAT ARE REQUIRED TO BE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR TEMPORARY INTERRUPTIONS IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE OR REPAIRS SHALL BE PERMITTED. 11B-108 WHERE THE REQUIRED NUMBER OF ELEMENTS OR FACILITIES TO BE PROVIDED IS DETERMINED BY CALCULATIONS OF RATIOS OR PERCENTAGES AND REMAINDERS OR FRACTIONS RESULT, THE NEXT GREATER WHOLE NUMBER OF SUCH ELEMENTS OR FACILITIES SHALL BE PROVIDED. 11B-104.2 WHERE THE DETERMINATION OF THE REQUIRED SIZE OR DIMENSION OF AN ELEMENT OR FACILITY INVOLVES RATIOS OR PERCENTAGES, ROUNDING DOWN FOR VALUES LESS THAN ONE HALF SHALL BE PERMITTED. 11B-104.2 B. BUILDING BLOCKS FLOOR OR GROUND SURFACES FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. 11 B-302.1 CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE INCH MAXIMUM. 11B-302.2 ";7:1741 EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 11B-303 CHANGES IN LEVEL. 11B-302.2 OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN INCH IN DIAMETER. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 11 B-302.3 ez DOMINANT DIRECTION OF TRAVEL ,-1/2" MAX. . . tlii Ett1 4) LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL CHANGES IN LEVEL VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE 'A INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT.CHANGES IN LEVEL GREATER THAN '/4 INCH AND NOT EXCEEDING 'A INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 11 B-303 drawn s 0 a submittal 0) 1st Plan Check Submittal 2nd Plan Check Submittal nn 3rd Plan Check Submittal 0 4th Plan Check Submittal U 0 D C c0 revision a) 0 a) O D a) L. Di consultant: 0 _C 5 c0 0 a✓ owner: L c0 W 0 a L L§ L W a a) a) _c a✓ t_ c0 a 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date A REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU ¥ERITAS NORTH AMERICA, INC a) D 0 0 a a) a) .Q 0 Co to C c0 a U) U a) U 0 E 0 c0 E a) a) -c 0 Q. Q. a) r X a) c0 a) c0 SHEET TITLE c0 Cn SHEET No >- z a 0 v FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 ACCESSIBILITY NOTES - CBC 11B A051 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:23:00 AM Local File: C: Users+rrnarlrtelarer.a\Docasr)erttsiB6079_L.orrlposite_2019_R'Y9arir:elart r.a.rvt Consultant File Background Info: STAIRWAY (Cont.) D. GENERAL SITE & BUILDING ELEMENTS PARKING SPACES -6 job no. a) B6079 THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE IA INCH MAXIMUM. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 1'/4 INCHES MAXIMUM OVER THE TREAD BELOW. 11B-504.5 (SEE EXCEPTION FOR EXISTING BUILDINGS) STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505 HANDRAILS. 11 B-504.6 STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 11B-504.7 FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10, SECTION 1023.9 COMPLYING WITH SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5 SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HIGHT TO IDENTIFY THE FLOOR LEVEL. AT THE EXIT DISCHARGED LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. 11B-504.8 HANDRAILS HANDRAILS PROVIDED ALONG WALKING SURFACES COMPLYING WITH SECTION 11B-403 WALKING SURFACES, REQUIRED AT RAMPS COMPLYING WITH SECTION 11B-405 RAMPS, AND REQUIRED AT STAIRS COMPLYING WITH SECTION 11B-504 STAIRWAYS SHALL COMPLY WITH SECTION 11B-505 HANDRAILS. 11B-505.1 HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. §11B-505.2 (SEE EXCEPTIONS) THE ORIENTATION OF AT LEAST ONE HANDRAIL SHALL BE IN THE DIRECTION OF THE STAIR RUN, PERPENDICULAR TO THE DIRECTION OF THE STAIR NOSING, AND SHALL NOT REDUCE THE MINIMUM REQUIRED WIDTH OF THE STAIR. 11B-505.2.1 HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. 11B-505.3 TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. 11B-505.4 CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1'/2 INCHES MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM DEEP AND 18 INCHES MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL. 11B-505.5 HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1Y2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. 11 B-505.6 HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1V4INCHES MINIMUM AND 2 INCHES MAXIMUM. 11B-505.7.1 HANDRAIL GRIPPING SURFACES WITH A NON -CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6Y4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2Y4 INCHES MAXIMUM. 11B-505.7.2 HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. §11 B-505.8 HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 411B-505.9 HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10 HANDRAIL EXTENSIONS. 11 B-505.10 RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. 11 B-505.10.1 AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 11 B-505.10.2 AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUE WITH A HORIZONTAL EXTENSION OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE. AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MINIMUM AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 11 B-505.10.3 FIRE ALARM SYSTEMS WHERE FIRE ALARM SYSTEMS PROVIDE AUDIBLE ALARM COVERAGE, ALARMS SHALL COMPLY WITH 11B-215 FIRE ALARM SYSTEMS. 11B-215.1 (SEE EXCEPTION) ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS SHALL COMPLY WITH 702 CHAPTER 9, SECTION 907.5.2.3.1.§11B-215.2 WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH CHAPTER 9, SECTION 907.5.2.3.1 EXCEPTION CAN BE INTEGRATED INTO THE ALARM SYSTEM. 11 B-215.3 EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH EITHER OF THE FOLLOWING SCHEMES: §11B-502.6.4 a. THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION 11B-703.7.2.1 ISAIN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THEEND OF THE PARKING SPACE LENGTH. §11B-502.6.4.1 b. THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE AND SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION 11B-703.7.2.1 ISAA MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH IN WHITE OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWERCORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE. §11 B-502.6.4.2 AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON -SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. §11B-502.8 a. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH. §11B-502.8.1 b. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH THE FOLLOWING: §11B-502.8.2 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: OR BY TELEPHONING BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. RELATIONSHIP TO ACCESSIBLE ROUTES PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED. §11B-502.7.1 A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. §11B-502.7.2 PASSENGER LOADING ZONES, DROP-OFF ZONES, AND BUS STOPS PASSENGER DROP-OFF AND LOADING ZONES, EXCEPT THOSE REQUIRED TO COMPLY WITH SECTIONS 11B-209.2.2 AND 11B-209.2.3, SHALL PROVIDE AT LEAST ONE PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION 11B-503 IN EVERY CONTINUOUS 100 LINEAR FEET OF DROP-OFF AND LOADING ZONE SPACE, OR FRACTION THEREOF. 11B-209.2.1 IN BUS LOADING ZONES RESTRICTED TO USE BY DESIGNATED OR SPECIFIED PUBLIC TRANSPORTATION VEHICLES, EACH BUS BAY, BUS STOP, OR OTHER AREA DESIGNATED FOR LIFT OR RAMP DEPLOYMENT SHALL COMPLY WITH SECTION 11B-810.2 BUS BOARDING AND ALIGHTING AREAS. 11B-209.2.2 ON -STREET BUS STOPS SHALL COMPLY WITH SECTION 11B-810.2 BUS BOARDING AND ALIGHTING AREAS TO THE MAXIMUM EXTENT PRACTICABLE. 11B-209.2.3 AT LEAST ONE PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION 11B-503 SHALL BE PROVIDED AT AN ACCESSIBLE ENTRANCE TO LICENSED MEDICAL CARE AND LICENSED LONG-TERM CARE FACILITIES WHERE THE PERIOD OF STAY MAY EXCEED TWENTY-FOUR HOURS. 11B-209.3 PARKING FACILITIES THAT PROVIDE VALET PARKING SERVICES SHALL PROVIDE AT LEAST ONE PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION 11B-503. THE PARKING REQUIREMENTS OF SECTION 11B-208.1 APPLY TO FACILITIES WITH VALET PARKING. 11B-209.4 MECHANICAL ACCESS PARKING GARAGES SHALL PROVIDE AT LEAST ONE PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION 11B-503 AT VEHICLE DROP- OFF AND VEHICLE PICK-UP AREAS. 11B-209.5 PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96 INCHES WIDE MINIMUM AND 20 FEET LONG MINIMUM. 11B-503.2 PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH THE FOLLOWING ADJACENT AND PARALLEL TO THE VEHICLE PULL- UP SPACE. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY. 11B-503.3 a. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MINIMUM. 11B-503.3.1 b. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES THEY SERVE. 11 B-503.3.2 c. ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE. 11B-503.3.3 VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11B-302 FLOOR OR GROUND SURFACES. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 11B-503.4 (SEE EXCEPTION) VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM, AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SHALL PROVIDE A VERTICAL CLEARANCE OF 114 INCHES MINIMUM. 11B-503.5 ELECTRIC VEHICLE CHARGING STATIONS WHERE ELECTRIC VEHICLE CHARGING STATIONS (EVCS) ARE PROVIDED, EVCS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-228.3. WHERE NEW EVCS ARE ADDED TO A FACILITY WITH EXISTING EVCS, THE REQUIREMENTS OF SECTION LLB-812 SHALL APPLY ONLY TO THE NEW EVCS INSTALLED. ALTERATIONS TO EXISTING EVCS SHALLCOMPLY WITH SECTION 11B-228.3. OPERABLE PARTS ON ALL EV CHARGERS SHALL COMPLY WITH SECTION 11B-309.4. EVCS COMPLYING WITH SECTION 11B-812 SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11 B-228.3.2. WHERE EVCS ARE PROVIDED IN MORE THAN ONE FACILITY ON A SITE, THE NUMBER OFEVCS COMPLYING WITH SECTION LLB-228.3.2 PROVIDED ON THE SITE SHALL BE CALCULATED ACCORDING TO THE NUMBER REQUIREDFOR EACH FACILITY.WHERE AN EV CHARGER CAN SIMULTANEOUSLY CHARGE MORETHAN ONE VEHICLE, THE NUMBER OF EV CHARGERS PROVIDEDSHALL BE CONSIDERED EQUIVALENT TO THE NUMBER OF ELECTRICVEHICLES THAT CAN BE SIMULTANEOUSLY CHARGED. EVCS NOT AVAILABLE TO THE GENERAL PUBLIC AND INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-228.3.2. WHERE EVCS ARE PROVIDED FOR PUBLIC USE OR COMMON USE, EVCS COMPLYING WITH SECTION 11B-812 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11 B-228.3.2.1. WHERE NEW EVCS ARE INSTALLED IN FACILITIES WITH EXISTING EVCS, THE "TOTAL NUMBER OFEVCS AT A FACILITY" IN TABLE 11B-228. 3.2.1 SHALL INCLUDE BOTH EXISTING AND NEW EVCS. ALL DRIVE -UP EVCS SHALL COMPLY WITH SECTION 11B-812. STAIRWAY A STAIR IS DEFINED AS A CHANGE IN ELEVATION, CONSISTING OF ONE OR MORE RISERS. CHAPTER 2-202 INTERIOR AND EXTERIOR STAIRS SHALL COMPLY WITH SECTION 11B-504 STAIRWAYS. 11B-210.1 (SEE EXCEPTIONS) ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. TREADS SHALL BE 11 INCHES DEEP MINIMUM. 11B-504.2 (SEE EXCEPTIONS) OPEN RISERS ARE NOT PERMITTED. 11B-504.3 (SEE EXCEPTIONS) STAIR TREADS SHALL COMPLY WITH SECTION 11B-302 FLOOR AND GROUND SURFACES. CHANGES IN LEVEL ARE NOT PERMITTED. 11B-504.4 INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDEPLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH.THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS ATLEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. 11 B-504.4.1 WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE PROVIDED IN NUMBER AND KIND REQUIRED PER SECTION 11B-208 PARKING SPACES. FOR THE PURPOSES OF THIS SECTION, ELECTRIC VEHICLE CHARGING STATIONS ARE NOT PARKING SPACES; SEE SECTION 11B-228. 11B-208.1 PROVIDE ACCESSIBLE PARKING SPACES AS REQUIRED BY TABLE 11B-208.2. SEC. 11B-208.2 (SEE EXCEPTIONS) PROVIDE ACCESSIBLE SPACES FOR EACH PARKING FACILITY (PARKING LOTS AND PARKING STRUCTURES). THE NUMBER OF PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE CALCULATED SEPARATELY FOR EACH PARKING FACILITY; THE REQUIRED NUMBER IS NOT BASED ON THE TOTAL NUMBER OF PARKING SPACES PROVIDED IN ALL OF THE PARKING FACILITIES PROVIDED ON SITE. 11B-208 TEN PERCENT OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE HOSPITAL OUTPATIENT FACILITIES, AND FREE-STANDING BUILDINGS PROVIDING OUTPATIENT CLINICALSERVICES OF A HOSPITAL, SHALL COMPLY WITH SECTION 11B-502 PARKING SPACES. 11B-208.2.1 TWENTY PERCENT OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE REHABILITATION FACILITIES SPECIALIZING IN TREATING CONDITIONS THAT AFFECT MOBILITY AND OUTPATIENT PHYSICAL THERAPY FACILITIES SHALL COMPLY WITH SECTION 11 B-502 PARKING SPACES. 11 B-208.2.2 1. AT RESIDENTIAL FACILITIES SUBJECT TO CHAPTER 11B, COMPLY WITH THE FOLLOWING: a. WHERE AT LEAST ONE PARKING SPACE IS PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT, AT LEAST ONE PARKING SPACE COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTIONS 11B-809.2 THROUGH 11B-809.4. WHERE FEWER THAN ONE PARKING SPACE IS PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT, PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-208.2. 11B-208.2.3.1 b. WHERE THE TOTAL NUMBER OF PARKING SPACES PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT EXCEEDS ONE PARKING SPACE PER RESIDENTIAL DWELLING UNIT, 2 PERCENT, BUT NO FEWER THAN ONE SPACE, OF ALL THE PARKING SPACES NOT COVERED BY SECTION 11 B- 208.2.3.1 PARKING FOR RESIDENTS SHALL COMPLY WITH SECTION 11B-502 PARKING SPACES. 11B-208.2.3.2 c. WHERE PARKING SPACES ARE PROVIDED FOR PERSONS OTHER THAN RESIDENTS, PARKING SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-208.2. SEC. 11 B-208.2.3.3 NOTE: WHEN ASSIGNED PARKING IS PROVIDED DESIGNATED ACCESSIBLE PARKING FOR THE ADAPTABLE RESIDENTIAL DWELLING UNITS SHALL BE PROVIDED ON REQUESTS OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL RANGE OF CHOICES (E.G. OFF- STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE TO OTHER RESIDENTS. ONE IN EVERY SIX OR FRACTION OF SIX PARKING SPACES REQUIRED BY SECTION 11B-208.2 MINIMUM NUMBER, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AISLE 96 INCHES WIDE MINIMUM PLACED ON THE SIDE OPPOSITE THE DRIVER'S SIDE WHEN THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE AND SHALL BE DESIGNATED "VAN ACCESSIBLE". ALL SUCH SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE. 11B-208.2.4, 11B-502, 502.3, & 502.3.3 ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SERVING A PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE (AS NEAR AS PRACTICAL TO AN ACCESSIBLE ENTRANCE). 11B-208.3.1 IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. 11 B-208.3.1 IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING OR FACILITY, ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. 11B-208.3.1 RESIDENTIAL FACILITIES: a. IN RESIDENTIAL FACILITIES CONTAINING RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTIONS 11B- 809.2 THROUGH 11B-809.4, AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV PARKING SPACES PROVIDED IN ACCORDANCE WITH SECTION 11B-208.2.3.1 SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO THE RESIDENTIAL DWELLING UNIT ENTRANCE THEY SERVE. SPACES PROVIDED IN ACCORDANCE WITH SECTION 11B-208.2.3.2 ADDITIONAL PARKING SPACES FOR RESIDENTS SHALL BE DISPERSED THROUGHOUT ALL TYPES OF PARKING PROVIDED FOR THE RESIDENTIAL DWELLING UNITS. 11B-208.3.2 PRIVATE GARAGES ACCESSORY TO RESIDENTIAL DWELLING UNITS SHALL COMPLY WITH SECTION 11B-208.3 LOCATION. PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED TOGETHER. 11 B-208.3.3 c. DETACHED PRIVATE GARAGES ACCESSORY TO RESIDENTIAL DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED BY SECTION 11B-208.3 LOCATION. 11 B-208.3.3.1 d. ATTACHED PRIVATE GARAGES DIRECTLY SERVING A SINGLE RESIDENTIAL DWELLING UNIT SHALL PROVIDE AT LEAST ONE OF THE FOLLOWING OPTIONS: 11 B-208.3.3.2 1. A DOOR LEADING DIRECTLY FROM THE RESIDENTIAL DWELLING UNIT WHICH IMMEDIATELY ENTERS THE GARAGE. 2. AN ACCESSIBLE ROUTE FROM THE RESIDENTIAL DWELLING UNIT TO AN EXTERIOR DOOR ENTERING THE GARAGE. 3. AN ACCESSIBLE ROUTE FROM THE RESIDENTIAL DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE VEHICULAR ENTRANCE AT THE GARAGE. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS. 11B-502.1 (SEE EXCEPTIONS) DIMENSION MINIMUM 18 FOOT LONG CAR AND VAN ACCESSIBLE PARKING SPACE(S) AND ACCESS AISLE(S). 11B-502.2 (SEE EXCEPTIONS) DIMENSION MINIMUM 9 FOOT WIDTH AT ACCESSIBLE CAR PARKING SPACE. 11B-502.2 DIMENSION MINIMUM 12 FOOT WIDE ACCESSIBLE VAN PARKING SPACE WITH MINIMUM 5 FOOT WIDE ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE MINIMUM 9 FEET WIDE WHERE ACCESS AISLE IS 8 FOOT WIDE MINIMUM. 11B-502.2 CAR AND VAN STALL ACCESS AISLE SHALL BE 5 FOOT WIDE MINIMUM AND SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. 11B-502.3 ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. 11 B-502.3.2 ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENTVEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. 11B-502.3.3 ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 11B-502.3.4 PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11B-302 FLOOR OR GROUND SURFACES. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 11 B-502.4 CLEARLY SHOW MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES AT ACCESSIBLE PARKING SPACES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCES AND EXITS. 11B-502.5 SIGNAGE PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION 11B-703.7.2.1 ISA.§11B-502.6, FIGURE 11 B-703.7.2.1 SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE." SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. §11B-502.6 PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES. §11B-502.6.1 ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." §11B-502.6.2 A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLYPOSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. §116-502.6.3 drawn submittal .co c 1st Plan Check Submittal 2nd Plan Check Submittal co 3rd Plan Check Submittal 0 4th Plan Check Submittal c0 0 0 0 C c0 revision U o Revision 2 - 3rd P.C. Submittal 06/07/2019 Q 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date A D consultant: N L 0 0 t0 C C (0 U) 0 a) O owner: c0 permission of said exclusive a) L a) c0 0) c0 115 U) L Q a) C a) U) a) Q a) L U) C c0 Q 0 C c0 U) C CD U a) U) REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, INC. >- z a 0 >-- E-- cc w a 0 CC CC w 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 ACCESSIBILITY NOTES - CBC 11B SHEET TITLE SHEET No A052 4th P.C. SUBMITTAL I 09/09/2019 Plot Date: 9/9/2019 9:23:02 AM Local File: C:iUser: ,rmar;nelarena,Documents\ 607J_0ornpo:;ite_2019_RMarir:elarena.rvt Consultant File Background Info: F. COMMUNICATION ELEMENTS & FEATURES -6 job no. B6079 e. GEOMETRIC SYMBOLS AT ENTRANCES TO TOILET AND BATHING ROOMS SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. 11 B-703.7.2.6 (SEE EXCEPTION) f. AN EQUILATERAL TRIANGLE, 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD, SHALL BE LOCATED AT ENTRANCES TO MEN'S TOILET AND BATHING FACILITIES. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 11B-703.7.2.6.1 (SEE EXCEPTION) g A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER, SHALL BE LOCATED AT ENTRANCES TO WOMEN'S TOILET AND BATHING FACILITIES. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 11B-703.7.2.6.2 (SEE EXCEPTION) h. A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER WITH A 1/4 INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD, SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE CIRCLE AND WITHIN THE 12-INCH DIAMETER, SHALL BE PROVIDED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES. THE VERTICE OF THE TRIANGLE SHALL BE LOCATED 1/4 INCH MAXIMUM FROM THE EDGE OF THE CIRCLE. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 116-703.7.2.6.3 (SEE EXCEPTION) EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. 11B-703.7.2.6.4 POLE -SUPPORTED PEDESTRIAN TRAFFIC -CONTROL BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED HORIZONTAL YELLOW BAND 2 INCHES IN WIDTH ENCIRCLING THE POLE, AND A 1-INCH-WIDE DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR CODING SHALL BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL BUTTONS SHALL BE LOCATED NO HIGHER THAN 48 INCHES ABOVE THE GROUND SURFACE ADJACENT TO THE POLE. 11 B-703.7.2.7 VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING, EXCEPT WHERE VISUAL CHARACTERS COMPLY WITH 11B-703.2 RAISED CHARACTERS AND ARE ACCOMPANIED BY BRAILLE COMPLYING WITH 11B-703.3 BRAILLE, THEY SHALL NOT BE REQUIRED TO COM PLY WITH 11B-703.5.2 THROUGH 11B-703.5.6, 11B-703.5.8 AND 11B-703.5.9: a. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 11 B-703.5.1 CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. 11 B-703.5.2 c. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 11 B-703.5.3 CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 11B-703.5.4 e. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". 11B-703.5.5 (SEE EXCEPTION) TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 40 INCHES (1016 MM) TO LESS THAN OR EQUAL TO 70 INCHES (1778 MM) LESS THAN 72 INCHES (1829 MM) 5/8 INCHES (15 9 MM) 72 INCHES (1829 MM) AND GREATER 5/8 INCH (15.9 MM), PLUS 1/8 INCH (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 72 INCHES (1829 MM) GREATER THAN 70 INCHES (1778 MM) TO LESS THAN OR EQUAL TO 120 INCHES (3048 MM) LESS THAN 180 INCHES (4572 MM) 2 INCHES (51 MM) 180 INCHES (4572 MM) AND GREATER 2 INCHES (51 MM), PLUS 1/8 INCH (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 180 INCHES (4572 MM) GREATER THAN 120 INCHES (3048 MM) LESS THAN 21 FEET (6401 MM) 3 INCHES (76 MM) 21 FEET (6401 MM) AND GREATER 3 INCHES (76 MM), PLUS 1/8 INCH (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 21 FEET (6401 MM) f. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-703.5.6 (SEE EXCEPTIONS) g. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. 11 B-703.5.7 CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. 11B-703.5.8 SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 11B-703.5.9 j. TEXT SHALL BE IN A HORIZONTAL FORMAT. 11B-703.5.10 PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING: a. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 11B-703.6.1 0 FIGURE 703.6. PICTOGRAM FIELD not in pictogram field b. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. 11B-703.6.2 c. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. 11 B-703.6.3 SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. 11B-703.7.1 SYMBOLS SHALL COMPLY WITH THE FOLLOWING: a. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1 ISA. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595B. 11B-703.7.2.1 (SEE EXCEPTION) FIGURE 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH FIGURE 11B-703.7.2.2. 00000 DODO 0 0 0 0 0 FIGURE 703.7.22 INTERNATIONAL TTY SYMBOL c. TELEPHONES WITH A VOLUME CONTROL SHALL BE IDENTIFIED BY A PICTOGRAM OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES ON A SQUARE FIELD SUCH AS SHOWN IN FIGURE 11 B-703.7.2.3. FIGURE 703.7.2.3 VOLUME CONTROL TELEPHONE d. ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH FIGURE 11B-703.7.2.4. FIGURE 703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SIGNS SHALL COMPLY WITH 11B-703 SIGNS. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. 11B-703.1 a. SIGNS AS SPECIFIED IN SECTION 11B-703 SIGNS, OR IN OTHER SECTIONS OF THIS CODE, WHEN INCLUDED IN THE CONSTRUCTION OF NEW BUILDINGS OR FACILITIES, OR WHEN INCLUDED, ALTERED OR REPLACED DUE TO ADDITIONS, ALTERATIONS OR RENOVATIONS TO EXISTING BUILDINGS OR FACILITIES, AND WHEN A PERMIT IS REQUIRED, SHALL COMPLY WITH 11B-703.1.1.1 PLAN REVIEW AND 11 B-703.1.1.2 INSPECTION. 11B-703.1.1 b. PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATING COMPLIANCE WITH THESE REGULATIONS SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR REVIEW AND APPROVAL. 11 B-703.1.1.1 c. SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED AFTER INSTALLATION AND APPROVED BY THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1, DIVISION II, SECTION 111, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION THAT BRAILLE DOTS AND CELLS ARE PROPERLY SPACED AND THE SIZE, PROPORTION AND TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE WITH THESE REGULATIONS. 11B-703.1.1.2 RAISED CHARACTERS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 11B-703.3BRAILLE. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 11B-703.4 INSTALLATION HEIGHT AND LOCATION. 11B-703.2 a. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. 11 B-703.2.1 b. CHARACTERS SHALL BE UPPERCASE. 11 B-703.2.2 c. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 11 B-703.2.3 CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" 11B-703.2.4 e. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". 11B-703.2.5 VOrIBY FIGURE 703.2.5 HEIGHT OF RAISED CHARACTERS f. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. 11B-703.2.6 g CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH MINIMUM. 11B-703.2.7 SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT.703.2.8 i. TEXT SHALL BE IN A HORIZONTAL FORMAT. 11B-703.2.9 BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH 11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. 11B-703.3 a. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. 11 B-703.3.1 TABLE 118-703.3.1 BRAILLE DIMENSIONS MEASUREMENT RANGE MINIMUM IN INCHES MAXIMUM IN INCHES DOT BASE DIAMETER 0.059" (1.5 MM) TO 0.063" (1.6 MM) DISTANCE BETWEEN TWO DOTS IN THE SAME CELLS t 0.100" (2.5 MM) DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 1 0.300" (7.6 MM) DOT HEIGHT 0.025" (0.6 MM) TO 0.037" (0.9MM) DISTANCE BETWEEN TWO CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW 1 395" (10.0 MM) TO 0.400" (10.2 MM) measured center to center distance between corresponding dots h adjacent cells distance between dots in the same" -00 ell --0O distance between corresponding - dots from one cell directly below 00 0p - -00 0p 00 00 oD 007 Oo pp `O 0., o©. distance bebnen dots in the were coo FIGURE 703.3.1 BRAILLE A.EASUREMENT shgle braille call blank cell space between words rased dot no raised dot BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 116-703.3.2 (SEE EXCEPTION) FIGURE 703.32 POSITION OF BRAILLE SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 11B-703.4 INSTALLATION HEIGHT AND LOCATION. 11B-703.4 a. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER LINE OF RAISED CHARACTERS. 11B-703.4.1 (SEE EXCEPTION) FIGURE 703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FLOOR OR GROUND b. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHESMINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE.11B-703.4.2 (SEE EXCEPTION) FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS" IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION) OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002 EDITION). AND CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3. §11B-702.1 SIGNS EXCEPT BUILDING DIRECTORIES, MENUS, SEAT AND ROW DESIGNATIONS IN ASSEMBLY AREAS, OCCUPANT NAMES, BUILDING ADDRESSES, AND COMPANY NAMES AND LOGOS, NEW OR ALTERED SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH 11B-216 SIGNS AND SHALL COMPLY WITH 11B-703 SIGNS. THE ADDITION OF OR REPLACEMENT OF SIGNS SHALL NOT TRIGGER ANY ADDITIONAL PATH OF TRAVEL REQUIREMENTS. 11 B-216.1 IN PARKING FACILITIES, SIGNS PROVIDED SOLELY FOR THE OPERATION OF VEHICLES SHALL NOT BE REQUIRED TO COMPLY WITH 11B-216.2 DESIGNATIONS, 11B-216.3 DIRECTIONAL AND INFORMATIONAL SIGNS, AND 11B-216.6 THROUGH 11B-216.12. TEMPORARY, 7 DAYS OR LESS, SIGNS SHALL NOT BE REQUIRED TO COMPLY WITH 11B-216 SIGNS. IN DETENTION AND CORRECTIONAL FACILITIES, SIGNS NOT LOCATED IN PUBLIC USE AREAS SHALL NOT BE REQUIRED TO COMPLY WITH 11B-216 SIGNS. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL COMPLY WITH 11B-703.1 GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH 11B-703.6 PICTOGRAMS AND SHALL HAVE TEXT DESCRIPTORS COMPLYING WITH 11B-703.2 AND 11B-703.5. §11B-216.2 (SEE EXCEPTION) SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT INTERIOR AND EXTERIOR SPACES AND FACILITIES OF THE SITE SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS. 11 B-216.3 SIGNS FOR MEANS OF EGRESS SHALL COMPLY WITH 11B-216.4 MEANS OF EGRESS: a. SIGNS REQUIRED BY CHAPTER 10, SECTION 1013.4 AT DOORS TO EXIT PASSAGEWAYS, EXIT DISCHARGE, AND EXIT STAIRWAYS SHALL COMPLY WITH 11 B-703.1, 11 B-703.2, 11 B-703.3 AND 11 B-703.5. 11 B-216.4.1 b. SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.11 TO PROVIDE INSTRUCTIONS IN AREAS OF REFUGE SHALL COMPLY WITH SECTION 11B-703.5. SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.9 AT DOORS TO AREAS OF REFUGE AND EXTERIOR AREAS FOR ADDISTED RESCUE SHALL COMPLY WITH SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5 AND INCLUDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. 11B-216.4.2 c. SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.10 TO PROVIDE DIRECTIONS TO ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTION11B-703.5. 11 B-216.4.3 d. SIGNS REQUIRED BY CHAPTER 10, SECTION 1010.1.9.7, ITEM 6.4 AT DOORS WITH DELAYED EGRESS LOCKS SHALL COMPLY WITH SECTIONS 11B-703.1, 11B-703.2, 11 B-703.3 AND 11 B-703.5. 11 B-216.4.4 PARKING SPACES COMPLYING WITH 11B-502 PARKING SPACES SHALL BE IDENTIFIED BY SIGNS COMPLYING WITH 11B-502.6 IDENTIFICATION. 11B-216.5 IN RESIDENTIAL FACILITIES, WHERE PARKING SPACES ARE ASSIGNED TO SPECIFIC RESIDENTIAL DWELLING UNITS, IDENTIFICATION OF ACCESSIBLE PARKING SPACES SHALL NOT BE REQUIRED. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES, COMPLIANT ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5 VISUAL CHARACTERS THAT INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING WITH 11B-404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING WITH 11B-703.7.2.1 ISA, INDICATING THE ACCESSIBLE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE SHALL BE PROVIDED AT JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE REGULAR CIRCULATION PATH. 11B-216.6 (SEE EXCEPTIONS) WHERE EXISTING ELEVATORS DO NOT COMPLY WITH 11B-407 ELEVATORS, COMPLIANT ELEVATORS SHALL BE CLEARLY IDENTIFIED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC ELEVATORS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ELEVATORS POSTED IN THE BUILDING LOBBY ON A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING WITH 11B-703.7.2.1 ISA. 411 B-216.7 DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6 TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. 411 B -216.8 WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. § 11 B-216.8 WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE EXCEPTIONS TO 11B-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH 11B-603 TOILET AND BATHING ROOMSSHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET AND BATHING ROOMS. 11B-216.8 EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA.§1 1 B-216.8 IDENTIFICATION AND DIRECTIONAL SIGNS FOR PUBLIC TTYS SHALL BE PROVIDED IN ACCORDANCE WITH 11B-216.9 TTYS. 4116-216.9 a. PUBLIC TTYS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF TTY COMPLYING WITH 11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY. §11B-216.9.1 b. DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST PUBLIC TTY SHALL BE PROVIDED AT ALL BANKS OF PUBLIC PAY TELEPHONES NOT CONTAINING A PUBLIC TTY. IN ADDITION, WHERE SIGNS PROVIDE DIRECTION TO PUBLIC PAY TELEPHONES, THEY SHALL ALSO PROVIDE DIRECTION TO PUBLIC TTYS. IF A FACILITY HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL SIGNS SHALL BE PROVIDED AT THE ENTRANCE OR IN A BUILDING DIRECTORY. DIRECTIONAL SIGNS SHALL COMPLY WITH 11B-703.5 AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF TTY COMPLYING WITH 11B-703.7.2.2. §11B-216.9.2 EACH ASSEMBLY AREA REQUIRED BY 11B-219 ASSISTIVE LISTENING SYSTEMS TO PROVIDE ASSISTIVE LISTENING SYSTEMS SHALL PROVIDE SIGNS INFORMING PATRONS OF THE AVAILABILITY OF THE ASSISTIVE LISTENING SYSTEM. THE SIGN SHALL INCLUDE WORDING THAT STATES "ASSISTIVE-LISTENING SYSTEM AVAILABLE" AND SHALL BE POSTED IN A PROMINENT PLACE AT OR NEAR THE ASSEMBLY AREA ENTRANCE. ASSISTIVE LISTENING SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH 11B-703.7.2.4 ASSISTIVE LISTENING SYSTEMS. 11B-216.10 (SEE EXCEPTION) WHERE MORE THAN ONE CHECK-OUT AISLE IS PROVIDED, CHECK-OUT AISLES COMPLYING WITH 11B-904.3 CHECK-OUT AISLES SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH 11B-904.3.4 IDENTIFICATION SIGN. WHERE CHECK-OUT AISLES ARE IDENTIFIED BY NUMBERS, LETTERS, OR FUNCTIONS, SIGNS IDENTIFYING CHECK-OUT AISLES COMPLYING WITH 11B-904.3 CHECK-OUT AISLES SHALL BE LOCATED IN THE SAME LOCATION AS THE CHECK-OUT AISLE IDENTIFICATION. 11B-216.11 (SEE EXCEPTION) SIGNS IDENTIFYING THE TYPE OF ACCESS PROVIDED ON AMUSEMENT RIDES SHALL BE PROVIDED AT ENTRIES TO QUEUES AND WAITING LINES. IN ADDITION, WHERE ACCESSIBLE UNLOAD AREAS ALSO SERVE AS ACCESSIBLE LOAD AREAS, SIGNS INDICATING THE LOCATION OF THE ACCESSIBLE LOAD AND UNLOAD AREAS SHALL BE PROVIDED AT ENTRIES TO QUEUES AND WAITING LINES. SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. §11B-216.12 WHERE CLEANER AIR SYMBOLS ARE PROVIDED, THEY SHALL COMPLY WITH 11 B-216.13 .15 drawn 0 Q submittal 1st Plan Check Submittal 0 2nd Plan Check Submittal (0 3rd Plan Check Submittal 5 4th Plan Check Submittal c0 0) La. -C c0 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date 2 consultant: N 0 c0 C C c0 W U 0) o owner: c0 a O L 0 REVIEWED FOR CODE COMPLIANCE 0 DEC 19 2019 D BUREAU VERITAS NORTH AMERICA, INC. 0 -o 0 L na L 0) 0 0 C N 0 C c0 a U 0) U L 0 0 c0 E 0) 0) -c Q. a c X 1-4 c>3 .Q 12 C 0) ACC -ARchi 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 >- z 0 >-- cc F- w a O CC w CC 0 WITHEE MALCOLM ARCHITECTS, LLP 0 M 0 ILO 0 U) 0 rco V V, 0 J a) Co U C c0 a -o SHEET TITLE C ESSIBILITY NOTES - CBC 11B Plot Date: 919/2019 9:23:06 AM Local File: C: ;IJser.;rrnarinelaren:li,L%:>cL:t?:erttsT60"r 9 ':?DiT1pUsite._201 9_R'Ttlarinelar - rye. rvt Consultant File Background Info: MIN cent red on tattle bleeders FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS c0 C 0) SHEET No 0 ui co A053 4th P.C. SUBMITTAL 09/09/2019 COLOR NOTES: 1. COLOR&CONTRAST OF THE IDENTIFICATION -d job no. 0 B6079 1. 1'-0" DIAM. 0 0 1/4" THICK - WHITE 1/4" THICK - BLUE ALL GENDER SYMBOL 1/4" THICK - BLUE WOMEN'S SYMBOL 1/4" THICK - BLUE EQUILATERAL TRIANGLE MEN'S SYMBOL 58" MIN - 60" MAX EQ EQ I 9"" IDENTIFICATION SYMBOLS AND SIGNS SHALL BE PER CBC 11 B-703.7.2.6 AND 2010 ADA STANDARDS, CHAPTER 7. CENTERLINE OF SYMBOL SHALL ALIGN WITH CENTER OF DOOR. REFER TO SIGNAGE CONSULTANTS DRAWINGS FOR SIGN MATERIALS AND REQUIRED COLORS. 4. CENTERLINE OF SIGN SHALL BE 9" FROM THE LATCH SIDE OF DOOR. 5. BRAILLE AND RAISED LETTERING ON SEPARATE SIGN ADJACENT TO THE LATCH SIDE OF THE DOOR. 6. ALL ROOM SIGNAGE TO BE VERIFIED BY OWNER AND SIGNAGE CONSULTANT PRIOR TO FABRICATION ACCESSIBILITY SIGNAGE SCALE: 1/2" = 1'-0" TACTILE EXIT SIGNS (CBC 1013.4AND 1023.8): 1. TACTILE EXIT SIGNS CONFORMING TO CBC 1013.4 SHALL BE PROVIDED AT THE DOOR GIVING ACCESS TO THE STAIRWELL. WHERE A VESTIBULE IS PROVIDED, THE DOOR LEADING INTO THE VESTIBULE SHALL BE PROVIDED WITH A TACTILE SIGN INDICATING "EXIT ROUTE" AND THE DOOR LEADING FROM THE VESTIBULE TO THE STAIRWELL SHALL BE PROVIDE WITH A SIGN INDICATING "EXIT STAIR DOWN". 2. EXIT DOORS LEADING FROM THE STAIRWELL DIRECTLY TO THE EXTERIOR SHALL BE PROVIDED WITH A TACTILE SIGN INDICATING "EXIT". IF AN EXIT PASSAGEWAY IS PROVIDED BETWEEN THE STAIRWELL AND EXTERIOR, THE DOOR LEADING FROM THE STAIRWELL INTO THE ENCLOSURE SHALL BE PROVIDED WITH A SIGN INDICATING "EXIT ROUTE" AND THE DOOR PROVIDING ACCESS TO THE EXTERIOR SHALL BE PROVIDED WITH A SIGN INDICATING "EXIT". 3. TACTILE FLOOR DESIGNATION SIGNS SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL ADJACENT TO THE LATCH SIDE IN ALL ENCLOSED STAIRWAYS IN BUILDING TWO OR MORE STORIES IN HEIGHT. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE - POINTED STAR LOCATED TO THE LEFT OF THE FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. 4. RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A OR CHAPTER 11B, SECTION 11B-703.1, 11B-703.2, 11 B-703.3 AND 11B-703.5. TEXT & BACKGROUND TO HAVE NON - GLARE FINISH & CONTRAST W/ EACH OTHER. C.B.C. 2016 11B-703.5, & 2010 ADA STANDARDS, CHAPTER 7. TYP. BRAILLE TACTILE DOTS PER C.B.C. 2016 11 B-703.3, & 2010 ADA STANDARDS, CHAPTER 7. TYP. VISUAL CHARACTER PER C.B.C. 2016 11B-703.5 & 2010 ADA STANDARDS, CHAPTER 7. TYP. TACTILE EXIT SIGNS AS REQUIRED BY C.B.0 2016 1011.4 CONFORMING TO REQUIREMENTS OF 2016 11B-703. 2010 ADA STANDARDS, CHAPTER 7 TACTILE EXIT SIGN EXIT 1'-4" EXIT STAIR UP "EXIT STAIR DOWN -EXIT ROUTE FOR ADDITIONAL NOTES, SEE SYMBOLS SHALL BE DISTINCTLY DIFFERENT FROM COLOR & CONTRAST OF DOOR. z MEN CHARACTERS AND BRAILLE NOT TO BE LOCATED IN PICTOGRAM FIELD. PICTORIAL SYMBOL PER CBC 11 B-703.6 AND 2010 ADA STANDARDS, CHAPTER 7 CHARACTERS PER CBC 11B-703.2 AND 2010 ADA STANDARDS, CHAPTER 7 BRAILLE SYMBOLS CBC 11 B-703.3 AND 2010 ADA STANDARDS, CHAPTER 7 THIS IMAGE REPRESENTS THE DOOR SYMBOL REQUIRED BY CBC 11B-216.8 TO IDENTIFY AN ALL GENDER/UNISEX SINGLER-USER TOILET FACILITY. SYMBOL MUST COMPLY WITH THE REQUIREMENTS OF CBC 11B-703.7.2.6.3. NO PICTOGRAM, TEXT OR BRAILLE IS REQUIRED ON THE SYMBOL. EXHIBIT A - Door Symbol DESIGNATION SIGNS ARE NOT REQUIRED TO BE PROVIDED, A DESIGNATION SIGN ADJACENT TO THE DOOR MUST COMPLY WITH SCOPING REQUIREMENTS OF CBC 11B-216.2 & TECHNICAL REQUIREMENTS FOR RAISED CHARACTERS CBC 11B-73.2, BRAILLE CBC 11B-703.3, VISUAL CHARACTERS CBC 11-703.5 & REQMTS. FOR INSTALLATION HEIGHT/LOCATION CBC 11B-703.4. NO PICTOGRAM IS REQ'D. THE FOLLOWING SIGNS ILLUSTRATE ACCEPTABLE EXAMPLES FOR DESIGNATION SIGN TEXT: ALL -GENDER RESTROOM RESTROOM EXHIBIT B - Designation sign on wall 485 SIGN REPRESENTATIONAL ONLY -6" x 3/4" UNIT SIGNAGE NOTES: 1. COLOR & CONTRAST OF THE IDENTIFICATION SYMBOLS SHALL BE DISTINCTLY DIFFERENT FROM COLOR & CONTRAST OF DOOR 2. REFER TO SIGNAGE CONSULTANTS DRAWINGS FOR SIGN LOCATIONS AND REQUIRED TEXT. 3. SIGN INSTALLED IN GALVANIZED PANS PROVIDED BY SIGNAGE CONSULTANT SET WITHIN THE CEMENT PLASTER BROWN COAT. 4. REFER TO SIGNAGE CONSULTANTS DRAWINGS FOR SIGN LOCATIONS, REQUIRED TEXT, MATERIALS AND REQUIRED COLORS. 5. PROVIDED SIGNAGE MUST COMPLY WITH CBC SECTION 11B-703 AND 2010 ADA STANDARDS, IN CHAPTER 7 INCLUDING BRAILLE. 6. ALL ROOM SIGNAGE TO BE VERIFIED BY OWNER AND SIGNAGE CONSULTANT PRIOR TO FABRICATION SCALE: 1 /2" = 1'-0" z 2 co EV CHARGING ONLY (19 ADDRESS SIGN AT UNIT SCALE: 1/2" = 1'-0" z_ w 12" MIN STAIR 2 NO ROOF ACCESS EXIT DOWN TO LEVEL 1 P THRU 5 STAIR 1 ROOF ACCESS EXIT 0 in SECONDARY PEEPHOLE UNISEX RESTROOM '+r Ex1 DOOR BELL/ BUZZER I- z I- J_ 0 V PEEPHOLE CENTERED ON DOOR EQLEQ 1' - 0" z 2 U) FOR ADDITIONAL NOTES, SEE DETAIL - "STAIRWELL IDENTIFICATION NUMBER": 1 1/2" HEIGHT x 1/4" STROKE "ROOF ACCESS" OR "NO ROOF ACCESS": 1" HEIGHT x 1/4" STROKE "FLOOR LEVEL DESIGNATION": 5" HEIGHT x 3/4" STROKE --ADA & 11B COMPLIANT HORIZONTAL FORMAT BRAILLE: BRAILLE TO INDICATE FLOOR LEVEL P THRU 5 1. 1" HEIGHT x 1/4" STROKE (INDICATE DIRECTION OF TRAVEL TO AND RANGE OF FLOORS CONNECTED BY STAIRWELL RAISED FIVE POINTED STAR AT EGRESS LEVEL. OUTSIDE DIAMETER TO MATCH HEIGHT OF THE RAISED CHARACTER A SIGN SHALL BE PROVIDED AT EACH FLOOR LANDING IN AN INTERIOR EXIT STAIRWAY AND RAMP CONNECTING MORE THAN THREE STORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE INTERIOR EXIT STAIRWAY AND RAMP AND THE IDENTIFICATION OF THE STAIR OR RAMP. THE SIGNAGE SHALL ALSO STATE THE STORY OF, AND THE DIRECTION TO THE EXIT DISCHARGE AND THE AVAILABILITY OF ROOF ACCESS FROM THE INTERIOR EXIT STAIRWAY AND RAMP FOR THE FIRE DEPARTMENT. THE SIGN SHALL BE LOCATED 5-FEET ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE WHEN THE DOORS ARE IN THE OPEN AND CLOSED POSITIONS. SIGNS SHALL COMPLY WITH ALL REQUIREMENTS CBC 1023.9 AND 11B-703 3. CHARACTERS & SYMBOLS TO CONTRAST WITH BACKGROUND AND TO BE OF NON -GLARE FINISH. STAIRWAY IDENTIFICATION SIGNS - TYPICAL NOTE: SEE DETAIL 8 FOR SIGN HEIGHT SCALE: 1 1/2" = 1'-0" EV CHARGER 12' - 0" MIN. VAN SPACE 9'-0" MIN. STANDARD EV SPACE PARKING 6'-0" jr 5'-0" MIN. STANDARD PARKING SPACES VAN ACCESSIBLE EVCS (identification not required) ACCESS AISLE (14\ POLE SIGNAGE SIGNAGE 18" MINIMUM CLEAR FLOOR SPACE ENTERED ON TACTILE CHARACTERS SHALL BE PROVIDED BEYOND THE ARC OF ANY DOOR SWING. CENTERED ON TACTILE CHARACTERS BASELINE OF RAISED CHARACTERS BASELINE OF / / BRAILLE - - NAG / 1 c) 0 z DOOR REPRESENTATIONAL ONLY 4'-0" MIN SIDEWALK 3'-0" MIN CLEAR 1'-0" MIN oa co 0 I- ti ti FOR ADDITIONAL NOTES, SEE - FACE OF CURB 4'-0" MIN SIDEWALK 3'-0" MIN CLEAR A-- a STREET FACE OF CURB STREET (A) SIDEWALK OBSTRUCTIONS (B) HANDRAIL GUIDE RAIL • w 0 <0 are w� J 6'-0"MIN BOTTOM LANDING (C) GUIDE CURB 1'-0" MIN 5'-0" MIN RAMP RUN (D) RAMP LANDINGS - FIGURE 11B-405.7 N.T.S. LANDING HANDRAIL co co 0 I- v co 5'-0"MIN POLE GUIDE RAIL DETAIL TO SUIT DESIGN GUIDE CURB DETAIL RAMP RUN 0 z 0 z a- QD Ce z 0 O z 0 wz 0< z_ 2 0 NOTE: 1. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 2. IF A RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN HANDRAILS ON BOTH SIDES ARE REQUIRED 3. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48" MINIMUM A. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP AT EACH SIDE 3 1/2" MAX AT THE HANDRAIL HEIGHT 4. THE CLEAR WIDTH OF RAMPS IN RESIDENTIAL USES SERVING AN OCCUPANT LOAD OF FIFTY OR LESS SHALL BE 36" MIN. BETWEEN HANDRAILS 5. THE RISE FOR ANY RAMP RUN SHALL BE 30" MAXIMUM NOTE: 1. RAISED CHARACTERS OR SYMBOLS SHALL CONFORM TO THE FOLLOWING: CBC 11- B-703.2 AND 11 B-703.4 2. RAISED CHARACTER TYPE ON SIGNS SHALL BE RAISED 1/32" MIN. AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH CBC 11B-703.3 3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. CBC 11B-703.6 4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN UPPERCASE LETTER "0" AND UPPERCASE LETTER "I" OF 60% MIN. TO 110% MAX. AND A STROKE WIDTH -TO -HEIGHT RATIO OF THE UPPERCASE LETTER "I" OF 15%. CBC 11B-703.2.3 AND CBC 11B-703.2.6 5. CHARACTERS AND SYMBOLS SHALL HAVE A NON -GLARE FINISH AND SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. CBC 11B-703.5.1 6. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ AND SHALL COMPLY WITH TABLE 11B-703.5.5. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". CBC 11B-703.5.5 7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 3/10" SPACE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. CBC 11B-703.3 6'-0" AT DOUBLE STALLS 4'-0" AT SINGLE STALLS 7 (B PRECAST CONCRETE WHEEL STOP (A) ELEVATION (B) SECTION TOP OF PARKING PAVEMENT 3/4" DIAM x 12" LONG STEEL ANCHOR PIN DRIVEN THROUGH PAVEMENT ON GRADE PRECAST CONC. STOP TOP OF PARKING PAVEMENT INSTALLATION W/ ANCHOR PINS WHEN PARKING PAVEMENT IS CONCRETE, EITHER ON GRADE OR SUSPENDED ABOVE GRADE, ANCHOR BUMPER W/ 5/8" DIAM, 6-1/2" LONG STEEL PINS DRILLED 1-1/2" INTO CONC. AND SET W! EPDXY GLUE INTO CONCRETE AND BUMPER WHEEL STOP DETAIL SCALE: 1" = 1'-0" z U) O • TOP DIAM. OF / 0.45-0.47" 0 1 BASE DIAM. OF ao 0 .�� 0.9-0.92" (A) ELEVATION (ENLARGED) © 0 ti (B) PLAN FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES N co) N 3/4" DIAM. x 12" LONG STEEL ANCHOR PIN DRIVEN THROUGH PAVEMENT ON GRADE �7 DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 2 3 - 2.4 OF FEDERAL STANDARD 595C NOTE: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM 3'-0" WIDE. DETECTABLE WARNINGS (TRUNCATED DOME SURFACE) SCALE: 1/2" = 1'-0" IDENTIFICATION SIGN -` AT NON RESIDENTIAL PARKING WHERE OCCURS SEE PLAN PRECAST CONC WHEEL STOP AT STALLS WHERE OCCURS, SEE SITE PLAN FOR LOCATIONS A054/ / EQ EQ --VAN 8'-0" FOR VAN INTERNATIONAL SYMBOL OF ACCESSIBILITY, 36"x36" MIN. TO INSIDE BORDER. PAINT "NO PARKING" IN 12" MIN. HEIGHT WHITE LETTERS IN THE ACCESS AISLE '-0" MIN // 9'-0" MIN 36" 0 co) PAINTED LETTERS @ "GUEST" SPACES ONLY 7 A054 VERIFY LOCAL ZONING ORD. EQ EQ 6" STALL NUMBERS @ ALL RESIDENTIAL STALLS - OWNER TO VERIFY NUMBERING -4" PAINTED STRIPES/LINES (BLUE AT ACC SPACES AND ACCESS AISLE) c. "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT : OR BY TELEPHONING NOTE: MIN 17"x22" SIZE SIGN WITH 1" HIGH BLOCK LETTERS POST AT ENTRANCES TO OFF STREET PARKING FACILITIES 1/2" RAD. CORNERS TYP 7 INTERNATIONAL SYMBOL OF ACCESSIBILITY 12"x12" *33 POST AT VAN ACCESSIBLE PARKING SPACES VAN -ACCESSIBLE 9"x3" 2C PAINTED BORDER TYP / POST AT VAN ACCESSIBLE PARKING SPACES INTERNATIONAL SYMBOL OF ACCESSIBILITY 9"x9" 12"x12" - 60" A.F.F. WHEN WALL MTD. 2E POST AT ALL ACCESSIBLE PARKING SPACES. i MINIMUM FINE $250.00 2D POST AT ACCESSIBLE PARKING SPACES INTERNATIONAL SYMBOL OF ACCESSIBILITY 7- ACCESSIBLE PARKING 36"x9" (FIELD VERIFY) 1. ALL LETTERS & SYMBOLS SPECIFIED ABOVE SHALL CONSIST OF A REFLECTIVE WHITE FIGURE ON A BLUE BACKGROUND ALL SIGNAGE TO COMPLY WITH ACCESSIBILITY TITLE 24 AND APPLICABLE CODES. 2. SEE DETAIL 6 ON THIS SHEET FOR POSTING HEIGHT. 3. ALL CHARACTERS ARE A PERMANENT PART OF THE SIGN. 4. ALL SIGNS TO HAVE 1/8" RAD. CORNERS MIN. SIGN TYPES SCALE: 3" = 1'-0" z 0 O O_J wz> zH -00 O 0 I= • 4 0(1- --REFLECTIVE PORCELAIN ENAMEL ON STEEL SIGN(S) W/ WHITE LETTERS (1" MIN HEIGHT) AND SYMBOLS ON A DARK BLUE BACKGROUND OR TEXT AND SIZES SEE DETAIL 3 THIS SHEET as 1b 2"x2" GALV. TUBE STEEL POST, PAINTED FINISHED SURFACE CONC. FOOTING PER CIVIL ACCESSIBILITY SIGNAGE SCALE: 1/2" = 1'-0" VERIFY WITH LOCAL MUNICIPAL CODE NOTE: 1. ACCESSIBLE SPACES AND AISLES SHALL BE LEVEL AND ANY SURFACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. 2. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREA, THE BOUNDARY SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE. N 0� wz> = 5zHQ co • z00 • - w c/Q a_w o_ 3� drawn a submittal • 1st Plan Check Submittal 02/05/2019 O 2nd Plan Check Submittal 04/12/2019 @ 3rd Plan Check Submittal 06/07/2019 oc 4th Plan Check Submittal 09/09/2019 0 D C revision date Revision 2 - 3rd P.C. Submittal 06/07/2019 a C 2 A AL -c0 I. t 0 4) O U) O consultant: N L. 0 ct, C C CO n Ui U) U owner: N (ll a (ll a (ll Ull a Ull C REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. CC w ›- >- zo Q0_ Lo G m O0 Oco- >.- F- 0 CC o Wo_ EC 2 O S CL EC CO Q W Y O a u_ WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 ACCESSIBILITY DETAILS SHEET TITLE A054 EV CHARGING STATION LAYOUT SCALE: 1 /4" = 1'-0" Plot Date: 9/9/2019 9:23:11 AM Local File: C.\iJsers\rrnarinelar naiDoc;uments\B60 9_ `omposit{_;_2019_RMarinelar n ,rat Consultant File Background Info: ACCESSIBLE RAMP SCALE: 1/2" = 1-0" ACCESSIBLE PARKING STALLS SCALE: 1/8" = 1'-0" SHEET No 4th P.C. SUBMITTAL 09/09/2019 FUTURE 54" LONG FOLDING GRAB BAR @ SIDE OF W.C. PROVIDE BLOCKING 6" MIN. IN ALL DIRECTIONS FROM SUPPORT LEG CONTACT POINT BLOCKING BETWEEN STUDS TYP. REAR BLOCKING SEE ADJ. DTL. NOTE: BLOCKING AND FUTURE GRAB BAR PER CBC 1134A.7.2. WALL BLOCKING DESIGNED FOR 54" ELCOMA SERIES 97 FLIP -UP GRAB BAR WITH LEG ;- 17"-18" TOILETS WITHOUT SIDEWALL 44" MIN BLOCKING 17"-18" FINISH TO CL WATER CLOSETS CBC 11A: 1134A.7 56" MIIN BLOCKING (---10" MAX TO BLOCKING TOILETS WITH SIDEWALL 26" MIN. TOILET TO BLOCKING ♦ NOTE: 1. GRAB BAR REINFORCEMENT SHALL BE INSTALLED 32" TO 38" ABOVE THE FLOOR AND MIN. 6" NOMINAL IN HEIGHT, U.N.O. 6" NOMINAL HIGH BACKING BETWEEN STUDS - SECURE TO STUDS SUCH THAT INSTALLED FUTURE GRAB BAR IS CAPABLE OF SUPPORTING A 250LB LOAD (MIN) TYPICAL 2. SHADED AREAS OUTLINED IN DASHED LINES REPRESENT GRAB BAR BACKINGS FOR FUTURE INSTALLATION OF GRAB BARS 3. ALL GRAB BARS SHOWN ARE FUTURE ONLY. UNIT BATH FIXTURES (11A ADAPTABLE UNITS PRIMARY BATHROOMS) SCALE: 1/2" = 1'-0" 2x4 FRAMING GYP BD FINISH 2'-1" 2' - 0 3/4" FROM RECEPTACLE FACE PLATE TO EDGE OF COUNTERTOP •}you' �i. ?:{'{x,>rl' �jC:4: HORIZONTAL RECEPTACLE FACE PLATE ASSUMED 3"x5"x.25" 3'-6" TO FINISH FLOOR CO wwo D Q c, OPTION 2 HORIZONTAL OUTLET BOX AT RAISED KITCHEN COUNTER SCALE: 1 1/2" = 1'-0" ♦ F.F. TO TOP BLOCKING FUTURE GRAB BAR REACH RANGE CBC FIGURE 11A-11 ALIGN WITH FRONT EDGE OF TUB J z O� z z 2 a) co 3'-6" TO FINISH FLOOR CONT. 2x4 CONT. 1 x3--7 CORBEL TO MATCH CABINETS 2x4 FRAMING GYP BD FINISH Z0 0 ix 8 0 �L 0 C.) 0 I - NOTE 1. 24" MIN. c_ CONTROL WALL CONTROL 3" MAX TO BLOCKING 3" MAX TO BLOCKING FUTURE 48" MIN GRAB BAR 6" MAX FROM BOTH SIDES F.F. TO TOP BLOCKING ALIGN WITH FRONT EDGE OF TUB 0 wLLJ CC,) 24" MIN. FUTURE GRAB BAR N co z_ 2 a) co 72" MIN ABOVE DRAIN INLET 3 WALL SURRO BACK WALL HEAD WALL BATHTUBS CBC 11A: 1134A.5 GRAB BAR REINFORCEMENT SHALL BE INSTALLED 32" TO 38" ABOVE THE FLOOR AND MIN. 6" NOMINAL IN HEIGHT, U.N.O. 6" NOMINAL HIGH BACKING BETWEEN STUDS - SECURE TO STUDS SUCH THAT INSTALLED FUTURE GRAB BAR IS CAPABLE OF SUPPORTING A 250LB LOAD (MIN) TYPICAL SHADED AREAS OUTLINED IN DASHED LINES REPRESENT GRAB BAR BACKINGS FOR FUTURE INSTALLATION OF GRAB BARS. ALL GRAB BARS SHOWN ARE FUTURE ONLY 2'-1" L. 2' - 0 3/4" MAX. FROM RECEPTACLE FACE PLATE TO EDGE OF COUNTERTOP OPTION 1 HORIZONTAL RECEPTACLE FACE PLATE ASSUMED 3"x5"x.25" 5/8" MOISTER RESISTANT GYP. BD. 1 1/2" f TUB WALL REINFORCEMENT (PREFAB UNIT) SCALE: 3" = 1'-0" 1 1/2" WOOD STUD WALL FIBERGLASS TUB ENCLOSURE 2x14 STRUCT SUPPORT WHERE SHOWN 1-1/4" DIAM. 18 GA. METAL GRAB BAR W/ 3-3/4" DIAM. STAINLESS STEEL FLANGE ATTACH W/ 3-3/8"x3" LONG R.H.W.S. AT WALL PROVIDE SOLID BACKING FOR FUTURE GRAB BAR MOUNTING WOOD STUD WALL - SEE PLAN (DOUBLE AT STUDS NOTCHED FOR LET -IN BACKING) METAL STUD WALL PER PLAN WASHABLE SURFACE OVER DRYWALL SEE FINISH SCHEDULE U.N.O. 1-1/4" DIAM. 18 GA. METAL GRAB BAR W/ 3-3/4" DIAM. STAINLESS STEEL FLANGE ATTACH W/ 3-3/8"x3" LONG R.H.W.S. AT WALL 4x BLOCKING (MIN. 6" NOMINAL HEIGHT REQUIRED. SUGGEST 4x10) PROVIDE 6" WIDE, 16 GA. METAL FLAT STRAP ATTACH TO METAL STUD FLANGE AS REQUIRED 18 METAL STUD WALL NOTE: GRAB BAR AND MOUNTING TO WITHSTAND 250LB-FT IN BENDING SHEAR AND TENSION W/ 1/8" MIN. RADIUS ON ALL EDGES. BAR SHALL NOT ROTATE IN FITTINGS. GRAB BAR SCALE: 3" = 1'-0" ( 1 7 0" MAX HEIGHT FROM F.F r 4- 1'-0" 2'-0 3/4" MAX FROM RECEPTACLE FACE PLATE TO EDGE OF COUNTERTOP 2'-1" Y(oozz v mdz0d 6� Tit 2' - 0" STANDARD SIZE CABINET 24" DEEP KITCHEN BASE CABINET AND COUTERTOP SCALE: 1 1 /2" = 1'-0" 0 (h VERTICAL RECEPTACLE ASSUMED 3"x5"x.25" CABINET DOOR NOTE: DISHWASHER SHOWING DASH FOR REFERENCE ONLY. EXTEND FINISH SURFACE UNDER CABINET I- CD z w J J J z Q z Q U z D O U w O CD J CD O f— O N- IL w • 12 STUD WALL AND GYPSUM BOARD INSIDE FINISH REMOVABLE BOLTS REMOVABLE CABINET WITH INSIDE FACE FINISHED 1x4 BASE WITH FINISHED PLASTIC LAMINATE SURFACE , NOTE: BACK WALL AND SIDES OF CABINETS TO REMAIN IN PLACE SHALL BE PREFINISHED SO THAT SURFACE IS FINISHED WHEN BASE CABINET IS REMOVED. PLAN REMOVABLE 1x4 BASE REMOVABLE CABINET FACE FRAME, FALSE DRAWER AND CABINET DOORS CABINET DOOR HINGES ATTACHED TO REMOVABLE PORTION OF FACE FRAME <' NOTE: BACK WALL AND SIDES OF CABINETS TO REMAIN IN PLACE SHALL BE PREFINISHED SO THAT SURFACE IS FINISHED WHEN BASE CABINET IS REMOVED. KITCHEN FINISHED FLOORING SHALL CONTINUE UNDER REMOVABLE BASE CABINET SO THAT THE FLOOR IS FINISHED ONCE THE BASE CABINET IS REMOVED. SECTION REMOVABLE BASE CABINET WITHIN UNITS SCALE: 1 1/2" = 1'-0" CABINET DOOR REPRESENTATIVE ONLY KITCHEN SINK REMOVABLE BOLTS AND PLASTIC PLUGS TO ALLOW BASE CABINET TO BE REMOVED REMOVABLE CABINET. FRAME BEYOND —CABINET WITH INSIDE: FACE FINISHED REMOVABLE BOTTOM SHELF, 1X4 SUPPORT W/ FINISHED PLASTIC LAMINATE SURFACE'. REPRESENTATIVE ONLY (9-) PER PLAN '/"x3" L-METAL SUPPORT AT COUNTER ENDS AND AT 3'-0" O.C. 27" MIN CLEAR COUNTER 34" F.F. TO TOP OF COUNTER MAX (30" AT COMPUTER WORK STATIONS) SEE FINISH SCHEDULE FOR COUNTERTOP AND BACKSPLASH MATERIAL/FINISH 2x4 AT BACK AND END BOLTED TO WALL. NOTCH AT L-METAL SCALE: 1 1/2" = 1-0" 8) FAUCET AND CONTROLS (ADA/CBC COMPLIANT) LAVATORY SINK (ADA/CBC COMPLIANT) 17" MIN 6" MIN / / / 8" MIN 27" MIN CLEARANCE 29" MIN CLEARANCE 34" F.F. TO TOP OF SINK MAX REQUIRED KNEE AND TOE CLEARANCE (RECOMMENDED BRACKET PROFILE) CONTINUE FINISH FLOORING UNDER CABINET ACCESSIBLE LAVATORY WITH COUNTERTOP AT COMMON AREA SCALE: 1 1/2" = 1'-0" ACCESSIBLE LAVATORY AT COMMON AREA SCALE: 1 1/2" = 1'-0" 34" F.F. TO TOP OF SINK MAX FAUCET AND CONTROLS ADA/CBC COMPLIANT LAVATORY SINK ADA/CBC COMPLIANT REQUIRED KNEE AND TOE CLEARANCE FAUCET & CONTROLS (ADA/CBC COMPLIANT) LAVATORY SINK (ADA/CBC COMPLIANT) LAVATORY REMOVABLE BASE CABINET SCALE: 1 1/2" = 1'-0" OF SINK MAX CABINET DOOR CABINET WITH FINISHED INSIDE FACE REQUIRED KNEE AND TOE CLEARANCE AFTER BASE CABINET REMOVED REMOVABLE BASE CABINET (FINISH WALL, FLOOR, AND SIDES OF ADJACENT CABINETS) CONTINUE FINISH FLOORING UNDER CABINET 4 1/2" 1 P PLAN SECTION 39" MIN 30". J. 4 1/2" EXTEND FINISH SURFACE UNDER CABINET STUD WALL AND GYPSUM BOARD INSIDE FINISH 1'-5" MIN CABINET WITH INSIDE FACE FINISHED DOORS AND TOE KICK SWING OPEN TO ALLOW A 30" CLEAR WIDTH SPACE UNDER CABINETS TOE KICK KITCHEN SINK. FALSE DRAWER PANEL CABINET WITH INSIDE FACE FINISHED. PROVIDE 30" CLEAR BETWEEN TOE KICKS WITH CABINET DOORS FULLY OPEN DRAIN AND GARBAGE DISPOSAL IN BACKSIDE. OF THE SINK CABINET DOOR CODE REQUIRED KNEE SPACE SHOWN HATCHED (30" WIDE MIN.) INTEGRATED TOE KICK WITH DOOR FLOORING INSIDE CABINET AREA REPRESENTATIVE ONLY KITCHEN SINK AND BASE CABINET IN COMMON AREA SCALE: 1 1/2" = 1'-0" I- z D w J Q w Q 0 Q z 6" MIN ♦ ♦ KITCHEN SINK'. FALSE DRAWER PANEL. SIZE TO MATCH OTHER DRAWERS KNEE AND TOE CLEARANCE SPACE SHALL EXTEND 19" MAX INTO THIS KNEE AND TOE CLEARANCE PER CBC: FIG 11A-9D DRAIN AND GARBAGE DISPOSAL IN BACKSIDE OF THE SINK CABINET DOOR CABINET WITH INSIDE FACE FINISHED: REMOVABLE 1x4 AND PLASTIC LAMINATE FINISH SURFACE REMOVABLE BOTTOM SHELF AND 2x4 SUPPORTS EXTEND FINISH. SURFACE UNDER CABINET REMOVABLE 1x4 AND PLASTIC. LAMINATE FINISH SURFACE REMOVABLE BASE CABINET (IN DWELLING UNIT KITCHEN) SCALE: 1 1/2" = 1'-0" GENERAL NOTES: PLUMBING PROTECTION: IN ACCESSIBLE BATHROOM, POWDER ROOM AND KITCHEN, WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND KITCHEN SINK SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND KITCHEN SINK. 2. REMOVABLE BASE CABINETS IN KITCHEN: BASE CABINETS (INCLUDING TOEBOARDS AND SHELVING) DIRECTLY UNDER KITCHEN SINKS AND WORK SURFACES SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE KNEE AND TOE SPACE. THE FINISH FLOOR BENEATH KITCHEN SINKS AND WORK SURFACES SHALL BE EXTENDED TO THE WALL. 3. LAVATORY KNEE AND TOE SPACE: KNEE AND TOE SPACE SHALL BE PROVIDED BY ONE OF THE FOLLOWING: 1. THE SPACE BENEATH THE LAVATORY SHALL BE LEFT CLEAR AND UNOBSTRUCTED; ANY CABINET BENEATH THE LAVATORY SHALL BE REMOVABLE WITHOUT SPECIALIZED THE USE OF KNOWLEDGE OR SPECIALIZED TOOLS; OR 3. DOORS TO THE CABINET BENEATH THE LAVATORY SHALL BE REMOVABLE OR OPENABLE TO PROVIDE THE REQUIRED UNOBSTRUCTED KNEE AND TOE SPACE. A. THE KNEE AND TOE SPACE SHALL BE CENTERED ON THE FIXTURE. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS, LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. FOR KITCHEN SINK AND LAVATORY FAUCET CONTROLS, SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. KITCHEN AND BATHROOM GENERAL NOTES SCALE: 1/2" = 1'-0" U a) 0 0 N L 0 -6 job no. N B6079 drawn Q submittal • 1st Plan Check Submittal O 2nd Plan Check Submittal w 3rd Plan Check Submittal 6 4th Plan Check Submittal 17, 02/05/2019 04/12/2019 06/07/2019 09/09/2019 • revision date g A O consultant: all ideas, designs and plans represented by this drawing are the exclusive property of withee malcolm architects, Ilp and shall not be reproduced in whole or in part without the express prior written permission of said architects, owner: REVIEWED FOR CODE COMPLIANCE BUREAU VERITAS NORTH AMERICA, INC. CC z(1) PI_ < < cf) E (13 cm cs WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 18 Park Avenue, Los Gatos, CA 95030 CBC 11A DIVISION IV - KITCHEN & BATHROOM ACCESSIBILITY SHEET TITLE SHEET No A055 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:23:15 AM Local File: CAUsers‘rmarinelarenaiDocuments\B6079_Composite_2019_,RMarin; 'Vt Consultant File Background Info: SUSTAINABILITY NOTES 1. INSULATION SHALL BE GREEN GUARD CERTIFIED. 2. USE OF MATERIALS FOR ALL CABINETS, COUNTERTOPS AND SHELVING THAT IS FREE OF ADDED FORMALDEHYDE OR FULLY SEALED ON ALL SIX SIDES BY LAMINATES AND/OR A LOW-VOC PRIMER OR SEALANT (150 g/I OR LESS). 3. CARPET WILL CONTAIN RECYCLED CONTENT OR THAT RECYCLED CONTENT AGGREGATE FOR THE ROAD BASE (CLIENT TO DETERMINE). 4. AT MINIMUM THE PROJECT SHALL RECYCLE AND/OR SALVAGE 65% OF NON- HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS. 5. LIMIT OCCUPANTS' EXPOSURE TO INDOOR AIR POLLUTANTS BY MINIMIZING THE TRANSFER OF AIR BETWEEN UNITS BY COMPARTMENTALIZING EACH RESIDENTIAL UNIT TO MINIMIZE LEAKAGE BETWEEN UNITS. MINIMIZE UNCONTROLLED PATHWAYS FOR ENVIRONMENTAL INDOOR AIR POLLUTANTS BETWEEN UNITS BY SEALING PENETRATIONS IN WALLS, CEILINGS, AND FLOORS AND BY SEALING VERTICAL CHASES (INCLUDING UTILITY CHASES, GARBAGE CHUTES, AND ELEVATOR SHAFTS) ADJACENT TO THE UNITS. WEATHER-STRIP ALL DOORS IN THE RESIDENTIAL UNITS LEADING TO COMMON HALLWAYS TO MINIMIZE AIR LEAKAGE INTO THE HALLWAY. WEATHER-STRIP ALL EXTERIOR DOORS AND OPERABLE WINDOWS TO MINIMIZE LEAKAGE FROM OUTDOORS.DEMONSTRATE ACCEPTABLE SEALING OF RESIDENTIAL UNITS BY A BLOWER DOOR TEST. FOLLOW THE PROCEDURE DESCRIBED BY RESNET OR THE ENERGY STAR MULTIFAMILY HIGH RISE PROGRAM TESTING AND VERIFICATION PROTOCOLS, VERSION 1.0, WITH AN ALLOWABLE MAXIMUM LEAKAGE OF 0.23 CFM50 PER SQUARE FOOT (0.07 CMM50 PER SQUARE METER) OF ENCLOSURE (I.E., ALL SURFACES ENCLOSING THE APARTMENT, INCLUDING EXTERIOR AND PARTY WALLS, FLOORS, AND CEILING). COMPLIANCE NOTES PRIOR TO THE FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3 CAL GREEN RESIDENTIAL MANDATORY MEASURES NOTES 4.504.2.4 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: 1. MANUFACTURER'S PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON -SITE PRODUCT CONTAINERS. 4.504.3 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICALEMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD. 4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 4.504.3.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. 2. PRODUCTS COMPLIANT WITH CHPS CRITERIA CERTIFIED UNDER THE UL GREENGUARD GOLD. 3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFC') FLOORSCORE PROGRAM. 4. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION L1, FEBRUARY 2010. 4.504.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5. 4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: 1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS 2. CHAIN OF CUSTODY CERTIFICATIONS 3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION. 4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, AUSTRALIAN AS/NZS 2269 OR EUROPEAN 636 3S STANDARDS. 5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. SECTION 4.505 INTERIOR MOISTURE CONTROL 4.505.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE. 4.505.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY CALIFORNIA BUILDING CODE, CHAPTER 19, OR CONCRETE SLAB ON GRADE FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. 4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4-INCH (101.6 MM) THICK BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE. 2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. 3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET -APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (BUILT-IN). SECTION 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J, - 2011 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D -2014 (RESIDENTIAL DUCT SYSTEMS),ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2014 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS 1 - 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 1. IDENTIFY THE CONSTRUCTION & DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE. 2. SPECIFY IF CONSTRUCTION & DEMOLITION WASTE MATERIALS WILL BE SORTED ON SITE (SOURCE -SEPARATED) OR BULK MIXED (SINGLE STREAM). 3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION & DEMOLITION WASTE MATERIAL WILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION & DEMOLITION WASTE GENERATED. 5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION & DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 4.408.3 WASTE MANAGEMENT COMPANY UTILIZE A WASTE MANAGEMENT COMPANY APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION & DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION & DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 3.4 LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED TWO (2) POUNDS PER SQUARE FOOT OF THE BUILDING AREA, SHALL MEET THE MINIMUM 65-PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 4.408.5 DOCUMENTATION DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1-5, SECTION 4.408.3 OR 4.408.4. SECTION 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HV AC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS. WATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. 7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. SECTION 4.503 FIREPLACES 4.503.1 GENERAL. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. SECTION 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS WHICH MAY ENTER THE SYSTEM. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. SECTION 4.106 SITE DEVELOPMENT 4.106.1 GENERAL PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. 1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. 2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. 4.106.3 GRADING AND PAVING CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. SWALES 2. WATER COLLECTION AND DISPOSAL SYSTEMS 3. FRENCH DRAINS 4. WATER RETENTION GARDENS 5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE EXCEPTION: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH. SECTION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING: 4.303.1.1 WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK -TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK - TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 4303.1.2 URINALS THE EFFECTIVE FLUSH VOLUME OF WALL -MOUNTED URINALS SHALL NOT EXCEED .125 GALLONS PER FLUSH. THE EFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.3 SHOWER HEADS 4.303.1.3.1 SINGLE SHOWER HEADS SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE @ 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 4.303.1.3.2 MULTIPLE SHOWER HEADS WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE @ 80 PSI. OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 4.303.1.4 FAUCETS 4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. 4.303.1.4.3 METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE. 4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF CALIFORNIA PLUMBING CODE SECTION 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. AFTER DECEMBER 1, 2015, NEW RESIDENTIAL DEVELOPMENTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 500 SQUARE FEET SHALL COMPLY WITH ONE OF THE FOLLOWING OPTIONS: NOTES: 1. A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT; OR 2. PROJECTS WITH AGGREGATE LANDSCAPE AREAS LESS THAN 2,500 SQUARE FEET MAY COMPLY WITH THE MWELO'S APPENDIX D PRESCRIPTIVE COMPLIANCE OPTION. 1. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) AND SUPPORTING DOCUMENTS ARE AVAILABLE AT http://www.water.ca.gove/wateruseefficiency/landscapeordinance/ 2. A WATER BUDGET CALCULATOR IS AVAILABLE AT: http://www.water.ca.gove/wateruseefficiency/landscapeordinance/ SECTION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELEC-TRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.408.1 CONSTRUCTION WASTE MANAGEMENT RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. EXCEPTIONS: 1. EXCAVATED SOIL AND LAND -CLEARING DEBRIS. 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. 3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. -6 job no. a) • drawn c Q0 O submittal B6079 • 1st Plan Check Submittal co 2nd Plan Check Submittal w 3rd Plan Check Submittal 0 4th Plan Check Submittal O 0 D C 0 N 0 Q N 0 4- C A N 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date 0 Co Q 0 N co 0) - consultant: N 0 D co C C C Co CO- 0 N O owner: L Ei permission of said 0 a) 0 C D 4) O 0 L a 4) Q 0 C co O O C a U) O N L O c0 0 O CO E a) a) L I 0 Q s O 4) C a) O 4) Q O C Q C SHEET TITLE cO O C SHEET No 0 u) CO 0 REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, MC. cc w >- U)0 v- C a) 45 co nj '^ E co cm co CV M= W >- zo Q G � OU oui 0 � o W � a_ o 6 Lt 2 WCC a3 -Y O oo LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 2016 Cal Green Notes - Residential A061 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:23:17 AM Local File: ::`.User: \rmarinelarena,DocE_:,r,: ntsTr07:9_,'J>mpo:site_2019_I?Marineiarena.rvt Consultant File Background Info: 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF job no. a) • drawn B6079 CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION HCD BSC DSA-SS OSHPD LR HR AA N DEFINITIONS: Department of Housing and Community Development California Building Standards Commission Division of the State Architect, Structural Safety Office of Statewide Health Planning and Development Low Rise High Rise Additions and Alterations New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: On a case -by -case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1. Where there is no commercial power supply. 2. Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or developer by more than $400.00 per unit. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directoryshall P identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. At least one EV space shall be located in common use areas and available for use by all residents. When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on - site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. 4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Notes: 1. The California Department of Transportation adopts and publishes the "Californa Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 13-01. Website: www.dot.ca.gov/trafficops/policy/13-01.pdf 2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research (OPR) published a "Zero -Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http://opr.ca.gov/docs/ZEV Guidebook.pdf. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units)in residential buildings sh all not exceed 0.5gallons per 9 p 9 g minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) LAVATORY FAUCETS (RESIDENTIAL) LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 2.0 GMP @ 80 PSI MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI 0.5 GPM @ 60 PSI KITCHEN FAUCETS METERING FAUCETS WATER CLOSET URINALS 1.8 GPM @ 60 PSI 0.25 GAL/CYCLE 1.28 GAL/CYCLE 0.125 GAL/CYCLE 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsite are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 lbs./sq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 1. 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this [California Green Building Standards] code. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O3/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indication they are certified to meet the emission limts. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on -site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMIT 1,2 (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES 50 50 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOORING ADHESIVES SUBFLOOR ADHESIVES CERAMIC TILE ADHESIVES VCT & ASPHALT TILE ADHESIVES DRYWALL & PANEL ADHESIVES COVE BASE ADHESIVES S S MULTIPURPOSE CONSTRUCTION ADHESIVE STRUCTURAL GLAZING ADHESIVES 60 50 65 50 50 50 70 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING ABS WELDING PLASTIC CEMENT WELDING ADHESIVE PRIMER FOR PLASTIC 490 325 250 550 CONTACT ADHESIVE SPECIAL PURPOSE CONTACT ADHESIVE STRUCTURAL WOOD MEMBER ADHESIVE TOP & TRIM ADHESIVE SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL PLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD) WOOD 80 250 140 250 30 50 50 30 FIBERGLASS 80 IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. DISCLAIMER:THIS DOCUMENT /S PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 0 a submittal rn • 1st Plan Check Submittal 02/05/2019 O 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 5 4th Plan Check Submittal 09/09/2019 0 co U 0 -o C c0 revision U 4) 0 L a a) L o A ct5 N 0 O C date t0 a N O 0 0 4) rn 4) L consultant: N 4- 0 0 c0 C C c0 O 0 .0 D 4) C a) 0 L a a) L. C a - SHEET TITLE c0 C 0) SHEET No cr co 0 0 co REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, IPIC. CC a) CD uJ c o > a, Q QL (1)U E COCD fin N >- z a 0 CC w a 0 CC CC 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 2016 Cal Green Checklist - Residential A062 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:23:19 AM Local File: ,_,: User: ;rrnarin:slat. r.%ai ocr_;;x;..,nts1L ;079_'orrtposit: _2019_RMarinelart r.a.rvt Consultant File Background Info: •s .,r 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGN -OFF 2016 C .Ltk #A:G. :Ei ;BUi1 J ........... ........ ................ RESIDENTIAL Ct i""CkL1 r.e$fth,?"?t/oi Yi%itl ?iiSQ$ i?"}us" ?e ;r'esi f?N:i to in ;d': the 6r geirn BisiFu rt •a atorY. 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TABLE 4.504.2 - SEALANT VOC LIMIT (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) SEALANTS ARCHITECTURAL MARINE DECK NONMEMBRANE ROOF ROADWAY CURRENT VOC LIMIT SINGLE -PLY ROOF MEMBRANE OTHER SEALANT PRIMERS ARCHITECTURAL NON -POROUS POROUS MODIFIED BITUMINOUS MARINE DECK OTHER 250 760 300 250 450 420 250 775 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 500 760 750 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY FLAT COATINGS NON -FLAT COATINGS NONFLAT-HIGH GLOSS COATINGS SPECIALTY COATINGS CURRENT VOC LIMIT 50 100 150 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS BITUMINOUS ROOF PRIMERS BOND BREAKERS CONCRETE CURING COMPOUNDS CONCRETE/MASONRY SEALERS DRIVEWAY SEALERS DRY FOG COATINGS FAUX FINISHING COATINGS FIRE RESISTIVE COATINGS FLOOR COATINGS FORM -RELEASE COMPOUNDS GRAPHIC ARTS COATINGS (SIGN PAINTS) HIGH TEMPERATURE COATINGS INDUSTRIAL MAINTENANCE COATINGS LOW SOLIDS COATINGS1 MAGNESITE CEMENT COATINGS 50 350 350 INSPECTOR SIGN -OFF TABLE 4.504.5 - FORMALDEHYDE LIMITSI MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT HARDWOOD PLYWOOD VENEER CORE HARDWOOD PLYWOOD COMPOSITE CORE PARTICLE BOARD MEDIUM DENSITY FIBERBOARD t THIN MEDIUM DENSITY FIBERBOARD2 CURRENT LIMIT 0.05 0.05 0.09 0.11 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. Scientific Certifications Systems Indoor AdvantageTM Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 45041. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 350 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 100 50 150 350 350 100 250 500 420 250 120 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS RECYCLED COATINGS ROOF COATING RUST PREVENTATIVE COATINGS SHELLACS CLEAR OPAQUE SPECIALTY PRIMERS, SEALERS & UNDERCOATERS STAINS STONE CONSOLIDANTS SWIMMING POOL COATINGS TRAFFIC MARKING COATING TUB & TILE REFINISH COATINGS 350 250 50 1. Product certifications and specifications. 2. Chain of custody certifications 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, etseq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs 250 of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter.E uivalent moisture verification methods maybe approved bythe enforcing PP agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulationproducts which are visiblywet or have a high moisturecontentshall g be replaced or 250 allowed to dryprior to enclosure in wall or floor cavities. Wet -applied insulation products shall PP follow the manufacturers' drying recommendations prior to enclosure. Y 9 730 550 100 250 450 340 100 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. 2. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2 Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. INSPECTOR SIGN -OFF CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. location shown is prohibited. job no. B6079 drawn submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A consultant: owner: S'EVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, INC. CC S O W C Pcr Q L Q U ca 6- (1) � �a ›- CD <cD CO c •L COU-I CD } Z a cc U w a cc d w 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 2016 Cal Green Checklist - Residential SHEET TITLE SHEET No A063 Plot Date: 9/912019 9:23:22 AM Local File: C. • ;Users.,rinarivelare'na\DocumenjslB60-79_Composite_2019_RMarirtelare na rvt Consultant File Background Info: 4th P.C. SUBMITTAL 09/09/2019 CAL GREEN NON-RESIDENTIAL MANDATORY MEASURES NOTES E. TESTING AND ADJUSTING A. PLANNING AND DESIGN job no. 0 B6079 Plot Date: 9/9/2019 9:2:3.24 AM Local File: iiJ..;ers\rrr3ar nelarena,D: ct_:::ants\B60 "9 ompo:pite_ %019_RMarinelarena.rat Consultant File Background Info: g 6. Functional performance testing. Functional performance tests shall demonstrate the correct installation and operation of each component, system and system -to -system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. (5.410.2.4) 7. Documentation and training. A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (OCR), Title 8, Section 5142, and other related regulations. (5.410.2.5) Systems manual. Documentation of the operational aspects of the building shall be completed within the Systems Manual and delivered to the building owner or representative and facilities operator. The Systems Manual shall include the following (5.410.2.5.1): a. Site information, including facility description, history and current requirements b. Site contact information c. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log d. Major systems e. Site equipment inventory and maintenance notes 35 f. A copy of all special inspection verifications required by the enforcing agency or this code Other resources and documentation 9. Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall be documented in the commissioning report and shall include the following (5.410.2.5.2): a. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces) b. Review and demonstration of servicing/preventive maintenance c. Review of the information in the Systems Manual d. Review of the record drawings on the system/equipment 10. Commissioning report. A complete report of commissioning process activities undertaken through the design, construction and reporting recommendations for Postconstruction phases of the building project shall be completed and provided to the owner or representative. (5.410.2.6) 11. A final report for the testing and adjusting of all new systems shall be completed prior to final approval by the field inspector. This report shall be signed by the individual responsible for performing these services. (5.410.4.4) 12. An Operation and Systems Manual shall be provided to the owner or representative and to the field inspector at the time of final inspection. (5.410.4.5) 13. Testing and adjustment is required for all new installation of any of the following systems: A. Heating Ventilating and Air Conditioning System a. Split system heat pump with 7-day programmable thermostat. The HVAC system and components will be tested, adjusted and balanced in accordance with one of the following standards: * TABB's Construction Specification Institute Masterformat (23 05 93 and 15990) * NEBB's Standards for Testing, Adjustment, and Balance of Environmental Syste (7th Edition) * AABC's National Standards for Total System Balance (6th Edition) * ASHRAE's Standard 111-2008 B. Indoor and Outdoor Lighting and Controls 1. The project interior lighting system consist high efficient LED, linear and compact fluorescent lamping with maximum efficacy characteristics ensuring the least amount of energy is consumed with the highest amount of lumen output. The interior and exterior lighting system designs consist of pattern layouts based on the most current Illuminating Engineering Society of North America (IESNA) recommended illumination values for selected areas to ensure no area is excessively illuminated. Interior spaces are primarily controlled via occupancy sensors ensuring maximum energy saving reductions with select day lit areas motion sensor controlled with day -light dimming. The exterior fixtures are control via digital time clock in combination with photocell control sensors. 2. Indoor lighting control testing required for the following: Documented in form LTG-2A a. NA7.6.2 Occupancy sensor acceptance requried in offices 250 sq. ft.,multipurpose rooms 1000 sq. ft., and conference rooms per 131(d) 3. NA7.6.3 Manual daylight control acceptance for dimmers and switches. Outdoor lighting control testing required for the following: Documented in Form OLTG-2A a. NA7.7.2.2 Outdoor photocontrol functional testing, shuts down lights when light is detected (sunrise) and turns them on when light is not present (sunset) C. Water Heating Systems 1. Not applicable, no new water heater in commercial spaces (i.e. gym, retail, leasing office). 2. Not applicable, no new water heater in commercial spaces (i.e. gym, retail, leasing office). D. Landscaping Irrigation Systems 1. The irrigation system is all subsurface irrigation (Rainbird XFD) with the exception of the ground level water treatment planter which will receive efficient spray heads (Toro Precision "0" nozzles). The controller will be smart controller (Rainbird ESP) with weather traction, providing real time data that will adjust the watering accordingly to maximize plant health and minimize water use. 2. The irrigation contractor shall complete the following: - Adjust run times for actual site conditions and micro -climates. Split run- times may be required for varying soil infiltration rates. Verify static pressure prior to commencing work and provide pressure regulators if pressure exceeds design flow. (See Irrigation Calcs., sheet LI.3). Verify 100% coverage at spray heads and sub surface dripperline system. - Sign up weather based -controller and connect controller to ET manager system. Once irrigation contractor has complete their work and adjusted accordingly, the Landscape Architect will review irrigation system prior to final certification of landscape. 14. A final report for the testing and adjusting of all new systems shall be completed prior to final approval by the field inspector. This report shall be signed by the individual responsible for performing these services. (5.410.4.4) 15. An Operation and Systems Manual shall be provided to the owner or representative and to the field inspector at the time of final inspection. (5.410.4.5) F. ENVIRONMENTAL QUALITY "If the HVAC system is used during construction, use return air filters with a MERV of 8. Replace all filters immediately prior to occupancy." (CALGreen 5.504.1.3 2. All duct and other related air distribution component openings shall be covered with tape, plastic, or sheet metal until the final startup of the heating and cooling equipment. (5.504.3) Architectural paints and coatings, adhesives, caulks and sealants shall comply with the Volatile Organic Compound (VOC) limits listed in Table 4.504.1-4.504.3. (5.504.4.1-5.504.3) 4. The VOC Content Verification Checklist, Form GRN 2, shall be completed prior to final inspection approval. The manufacturer's specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to the field inspector for verification. (5.504.4) All new carpet installed in the building interior shall meet the testing and product requirements of one of the following: a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Standard Practice for the Testing of VOC's (Specification 01350) c. NSF/ANSI 140 at the Gold level d. Scientific Certifications Systems Indoor Advantage TM Gold. (5.504.4.4) All new carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. (5.504.4.4.1) New hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as speciied in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 5.504.4.5 (5.504.4.5) The Formaldehyde Emissions Verification Checklist, Form GRN 3, shall be completed prior to final inspection approval. The manufacturer's specifications showing formaldehyde content for all applicable wood products shall be readily available at the job site and be provided to the field inspector for verification." (CALGreen 5.504.4.5.3) 50% of the total area receiving resilient flooring shall comply with one or more of the following: a. VOC emission limits defined in the CHPS High Performance Products Database b. Products compliant with the CHPS criteria certified under the Greenguard Children & Schools program c. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program d. Meet the California Department of Public Health's Specification 01350 (CALGreen 5.504.4.6) 10. An air filter with a Minimum Efficiency Reporting Value (MERV) of 8 or higher shall be installed in the mechanical system for outside and return air prior to occupancy. (5.504.5.3) 11. Designated outdoor smoking area shall be at least 25 feet from an outdoor air intake or operable windows. (5.504.7) 12. The building shall meet or exceed the provisions for mechanical ventilation of Section 1203 of the Los Angeles Building Code. (5.506.1) 13. Buildings that use Demand Control Ventilation shall have CO2 sensors and ventilation controls installed in accordance with the requirements of the current edition of the California Energy Code, CCR, Title 24, Part 6, Section 121(c). (5.506.2) 14. Demising walls and floor -ceiling assemblies separating two tenant spaces shall be identified as sound -rated assemblies. Provide detailing showing a construction achieving an STC of at least 40. (CALGreen 5.507.4.3) 15. Walls and floor -ceiling assemblies separating tenant spaces from public spaces shall be identified as sound -rated assemblies. Provide detailing showing a construction achieving an STC of at least 40. (CALGreen 5.507.4.3) 16. "The HVAC, refrigeration, and fire suppression equipment shall not contain CFC or Halons. (5.508.1) 17. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. (5.503.1) 1. THE OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a. THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4 b. BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11 c. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. (CALGREEN 5.106.8) PROVIDE PARKING SUMMARY TO INDICATE THE NUMBER OF VISITOR PARKING SPACES VS. TENANT PARKING SPACES ALONG WITH THE FOLLOWING PARKING REQU IREMENTS: a. SHOW ON SITE PLAN THE LOCATION AND NUMBER OF ANCHORED BICYCLE RACKS FOR SHORT-TERM PARKING CORRESPONDING TO A MINIMUM OF 5% OF THE TOTAL PROVIDED PARKING STALLS FOR THE BUILDING, WITH A MINIMUM OF ONE TWO -BIKE CAPACITY RACK. SHOW ON SITE PLAN THAT THE PROPOSED ANCHORED BICYCLE RACKS ARE LOCATED NO MORE THAN A WALKING DISTANCE OF 200 FEET FROM THE VISITOR'S ENTRANCE. (5.106.4.1) • SHOW ON SITE PLAN THE LOCATION AND NUMBER OF ANCHORED BICYCLE RACKS FOR LONG-TERM BICYCLE PARKING THAT IS CONVENIENTLY ACCESSED FROM THE STREET. A MINIMUM OF ONE BICYCLE SPACE SHALL BE PROVIDED. ACCEPTABLE PARKING FACILITIES INCLUDE: 1. COVERED, LOCKABLE ENCLOSURE WITH PERMANENTLY ANCHORED RACKS FOR BICYCLE; 2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS AND LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS. (5.106.4.2) c. PROVIDE AND SHOW THE LOCATION OF REQUIRED LOW EMITTING, FUEL - EFFICIENT, AND CARPOOL/VAN POOL VEHICLES PARKING SPACES. THE AMOUNT OF THESE DESIGNATED SPACES SHALL BE BASED ON THE NUMBER OF NEW VEHICULAR SPACES PROVIDED PER TABLE 5.106.5.2 d. PERMANENT MARKING OR A SIGN FOR THE DESIGNATED PARKING SPACE FOR ANY COMBINATION OF LOW -EMITTING, FUEL- EFFICIENT, AND CARPOOL/VAN POOL VEHICLES SHALL BE PROVIDED. SHOW DETAIL OF SUCH SIGN OR MARKING. (5.106.5.2) e. PROVIDE 208/240 V 40 AMP, GROUNDED AC OUTLET(S) IN THE PARKING AREA. THE NUMBER OF OUTLETS SHOULD TOTAL 5% OF THE TOTAL PROVIDED PARKING STALLS. (5.106.5.3.1) B. ENERGY EFFICIENCY 1. "New residential grade equipment and appliances provided and installed shall be ENERGY STAR labeled if ENERGY STAR is applicable to that equipment or appliance." (5.210.1) 2. Show the location of the conduit (1" minimum) termination for future solar use. The termination point shall be located at an area designated for future installation of electrical solar panels. (5.211.4) C. WATER EFFICIENCY AND CONSERVATION 1. "Separate submeters shall be installed in any building or new space within a building that is projected to consume more than 1,000 gal/day." (CALGreen 5.303.2.1) "New plumbing fixtures and fittings shall not exceed the maximum allowable flow rate specified in Table 5.303.2.3." (5.303.2.1) 3. "When a shower is served by more than one showerhead, the combined flow rate of all the showerheads controlled by a single valve shall not exceed the maximum flow rates specified in the maximum allowable flow rate column contained in Table 5.303.2.3 or the shower shall be designed to only allow one showerhead to be in operation at a time. (CALGreen 5.303.3) For landscape areas over 2,500 square feet, provide a water budget that conforms to the Model Water Efficient Landscape Ordinance (MWELO). (5.304.1) 5. "For projects that include landscape work, the Landscape Certification, Form GRN 12, shall be completed prior to final inspection approval." (State Assembly Bill No. 1881, 5.304.1) 6. Building on site with 1,000 square feet or more of cumulative landscape area shall have separate meters or submeters for outdoor potable use. (5.304.2) Building on site with 1,000 square feet or more of cumulative landscape area shall have automatic irrigation controllers that are either weather- or soil moisture -based. Indicate location on plans. (5.304.3) 8. Installed automatic irrigation system controllers are weather- or soil -based controllers. Show location of controller on plans. (5.304.3.1) D. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY Weather protection. Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.1 2. Employ moisture control measures by the following methods. 5.407.2 3. "Automatic landscape irrigators shall be installed in such a way that it doesn't spray on the building." (5.407.2.1) 4. Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind - driven rain to prevent water intrusion into buildings. 5.407.2.2 Notes: A. Use features such as overhangs and recesses, and flashings integrated with a drainage plane. B. Use nonabsorbent floor and wall finishes within at least two feet around and perpendicular to such openings. 5. Construction Waste shall be reduced by 50%. Only a City of Los Angeles certified hauler will be used for hauling of construction waste. (5.408.1) 6. "100% of excavated soil and vegetation resulting from land clearing shall be reused or recycled." (5.408.4) E. TESTING AND ADJUSTING Commissioning. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. Commissioning requirements shall include (5.410.2): A. Owner's or Owner representative's project requirements B. Basis of design C. D. E. F. G. 5.410.2.1Commissioning measures shown in the construction documents Commissioning plan Functional performance testing Documentation and training Commissioning report 2. All building systems and components covered by Title 24, Part 6, as well as process equipment and controls, and renewable energy systems shall be included in the scope of the Commissioning Requirements. Owner's or Owner representative's Project Requirements (OPR). The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following (5.410.2.1) : A. B. C. D. E. F. Environmental and sustainability goals Energy efficiency goals Indoor environmental quality requirements Project program, including facility functions and hours of operation, and need for after hours operation Equipment and systems expectations Building occupant and operation and maintenance (O&M) personnel expectations 4. Basis of Design (BOD). A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project, and updated as necessary during the design and construction phases. The Basis of Design document shall cover the following systems (5.410.2.2): A. B. C. D. E. F. Heating, ventilation, air conditioning (HVAC) systems and controls Indoor lighting system and controls Water heating system Renewable energy systems Landscape irrigation systems Water reuse systems Commissioning plan. Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned and shall be started during the design phase of the building project. The Commissioning Plan shall include the following (5.410.2.3): A. B. C. D. E. General project information Commissioning goals Systems to be commissioned. Plans to test systems and components shall include: 1. An explanation of the original design intent 2. Equipment and systems to be tested, including the extent of tests 3. Functions to be tested 4. Conditions under which the test shall be performed 5. Measurable criteria for acceptable performance Commissioning team information Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning requirements listed in Sections 5.410.2.4 through 5.410.2.6 shall be included � drawn • submittal rn • 1st Plan Check Submittal 2nd Plan Check Submittal (0 3rd Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 0 4th Plan Check Submittal c) U 09/09/2019 0 C • revision date U a) 0 a a) 0 Sr 2 0 t� a a) ' ((II)) l \ A 0 a) co a) consultant: N 0 C t0 U 0 a) owner: rn 0 '(f) a a) a O 4S a O U 0 tti a z U L 0 U a) L a) a 0 L a exclusive (t) a) co 0) t0 L D U a) C a) U a) a a) U C c) a C U) C 0) .0 a) co- U (L) REVIEWED FOR CODE COMPLIAiit. DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. zo >-- < co 0_ SI i(c(31 O 0 oui- >o c"�a 0 cc u) W � J O S cc Q W Y CC co O a To LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 2016 Cal Green Notes - Non -Residential SHEET TITLE SHEET No A064 4th P.C. SUBMITTAL 09/09/2019 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF job no. B6079 CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water -conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 Phased projects. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Tenant improvements. The provisions of this code shall apply only to the initial tenant or occupant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC DSA-SS OSHPD LR HR AA N California Building Standards Commission Division of the State Architect, Structural Safety Office of Statewide Health Planning and Development Low Rise High Rise Additions and Alterations New CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL 5.101.1 Scope The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW -EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962. 2. High -efficiency vehicles, regulated by U.S. EPA, bearing High -Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low - speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero -emission vehicle standards. TENANT -OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work -related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero -emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed projects and additions which disturb less than one acre of land shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. Soil loss BMP that should be considered for each project include, but are not limited to, the following: a. Scheduling construction activity. b. Preservation of natural features, vegetation and soil. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMP acceptable to the enforcing agency. Good housekeeping BMP to manage construction equipment, materials and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. b. c. d. e. f. g Material handling and waste management. Building materials stockpile management. Management of washout areas (concrete, paints, stucco, etc.). Control of vehicle/equipment fueling to contractor's staging area. Vehicle and equipment cleaning performed off site. Spill prevention and control. Other housekeeping BMP acceptable to the enforcing agency. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 5.106.4.1.2 Long-term bicycle parking. For new buildings with 10 or more tenant - occupants or for additions or alterations that add 10 or more tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicle parking spaces being added, with a minimum of one space. Acceptable parking facilities shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two -bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low -emitting, fuel -efficient and carpool/van pool vehicles as follows: TABLE 5.106.5.2 - PARKING TOTAL NUMBER OF PARKING SPACES 0-9 10-25 26-50 51-75 76-100 101-150 151-200 201 AND OVER NUMBER OF REQUIRED SPACES 0 1 3 6 8 11 16 AT LEAST 8% OF TOTAL 5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces. 5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE). When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Energy Commission (CEC) and as follows: 5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following: 1. The type and location of the EVSE. 2. A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit. 3. The raceway shall not be less than trade size 1." 4. The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and listed suitable cabinet, box, enclosure or equivalent. 5. The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40-ampere dedicated branch circuit for the future installation of the EVSE. 5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following: 1. The type and location of the EVSE. 2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and into listed suitable cabinet(s), box(es), enclosure(s) or equivalent. 3. Plan design shall be based upon 40-ampere minimum branch circuits. 4. Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on -site distribution transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage. 5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the future installation of the EVSE. 5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if single or multiple charging space requirements apply for the future installation of EVSE. Exceptions: On a case -by -case basis where the local enforcing agency has determined EV charging and infrastructure is not feasible based upon one or more of the following conditions: Where there is insufficient electrical supply. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. TABLE 5.106.5.3.3 TOTAL NUMBER OF PARKING SPACES 0-9 10-25 26-50 51-75 76-100 101-150 NUMBER OF REQUIRED SPACES 0 1 2 4 5 7 151-200 201 AND OVER 10 6% OF TOTAL1 1. CALCULATIONS FOR SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. 5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2 Designated parking for clean air vehicles. Notes: 1. The California Department of Transportation adopts and publishes the California Manual on Uniform Traffic Control Devices (California MUTCD) to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives number 13-01. www.dot.ca.gov/hq/traffops/policy/13-01.pdf. 2. See Vehicle Code Section 22511 for EV charging spaces signage in off- street parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research published a Zero - Emission Vehicle Community Readiness Guidebook which provides helpful information for local governments, residents and businesses. www.opr.ca.gov/docs/ZEV_Guidebook.pdf. 5.106.8 LIGHT POLLUTION REDUCTION. [N] Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Uplight and Glare (BUG) ratings as defined in IES TM-15-11; and 3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line Luminaire back hemisphere is 1-2 MH from property line Luminaire back hemisphere is 0.5-1 MH from property line Luminaire back hemisphere is less than 0.5 MH from property line MAXIMUM ALLOWABLE UPLIGHT RATING LIGHTING ZONE 1 No Limit B2 B1 LIGHTING ZONE 2 No Limit B3 B2 BO BO For area lighting a UO UO For all other outdoor lighting, including decorative luminaires MAXIMUM ALLOWABLE GLARE RATING 5 Luminaire greater than 2 MH from property line Luminaire front hemisphere is 1-2 MH from property line Luminaire front hemisphere is 0.5-1 MH from property line Luminaire back hemisphere is less than 0.5 MH from property line U1 U2 G1 GO GO GO G2 G1 GO GO LIGHTING ZONE 3 No Limit B4 B3 B1 UO U3 G3 G1 G1 GO LIGHTING ZONE 4 No Limit B4 B3 B2 UO U4 G4 G2 G1 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the California Administrative Code. 2. For ro p pe rty lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met. 4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting". 5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code (DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self -closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter. WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 Uday), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 Us). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 Us). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. Indoor plumbing fixtures must comply with the following: WATER REDUCTION FIXTURE FLOW CHARTS FIXTURE TYPE KITCHEN FAUCETS WASH FOUNTAINS FLOW RATE 1.8 GPM 60 PSI 1.8 GPM / 20 [RIM SPACE (IN.) 60 PSI] METERING FAUCETS METERING FAUCETS FOR WASH FOUNTAINS 0.20 GALLONS/CYCLE 0.20 GALLONS PER CYCLE / 20 [RIM SPACE (IN.) t 60 PSI] WALL -MOUNTED URINALS FLOOR -MOUNTED URINALS WATER CLOSETS (TOILETS) SHOWERHEADS 0.125 GALLONS/FLUSH 0.5 GALLONS/FLUSH 1.28 GALLONS/FLUSH 2.0GPM @80PSI 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterS ense Specification for Tank -Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more thanl.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. a) ▪ drawn r 0 L a .co • 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 g 4th Plan Check Submittal 09/09/2019 0 c0 c0 L c0 submittal revision date A 0 a) rn O a) w consultant: U owner: P 0 U) a a) a) a) 5 c0 a 0 a) REVIEWED FOR CODE COMPLIANCE DEC 19 2019 a) BUREAU VERITAS NORTH AMERICA, INC. -o L. a a) a) Q 0 C Cl) C c0 a fn U a) U L E 0 U t0 E a) a) -c a 0 a a) U X a) s c0 tU sO .Q a) Q) N 2016 Cal Green Checklist - a to c0 a DC SHEET TITLE z >- o_ 0 >-- cc I- W a cc oc a w 0 u_ WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 Non -Residential DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST /S TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Plot Date: 919/2019 9:23:27 AM Local File: :;:iiJsers,rn-larinelar= r?aDocl_:::erlts`,E36079_i:.>>rnpo:pit{ _2019_I~?'a'iarinelarer.a.rvt Consultant File Background Info: 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. t0 fn C 0) v SHEET No -o fn c0 a) t0 A065 4th P.C. SUBMITTAL 09/09/2019 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF INSPECTOR SIGN -OFF a) job no. B6079 SECTION 5.304 OUTDOOR WATER USE 5.304.1 SCOPE. The provisions of Section 5.304, Outdoor Water Use reference the mandatory Model Water Efficiency Landscape Ordinance (MWELO) contained within Chapter 2.7, Division 2, Title 23, California Code of Regulations. 5.304.2 OUTDOOR WATER USE IN LANDSCAPE AREAS EQUAL TO OR GREATER THAN 500 SQUARE FEET. When water is used for outdoor irrigation for new construction projects with an aggregate landscape area equal to or greater than 500 square feet requiring a building or landscape permit, plan check or design review, one of the following shall apply: A local water efficient landscape ordinance that is, based on evidence in the record, at least as effective in conserving water as the updated model ordinance adopted by the Department of Water Resouces (DWR) per Government Code Section 65595(c). 2. The California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations. 5.304.3 OUTDOOR WATER USE IN REHABILITATED LANDSCAPE PROJECTS EQUAL TO OR GREATER THAN 2,500 SQUARE FEET. Rehabilitated landscape project with an aggregate landscape area equal to or greater than 2.500 square feet requiring a building or landscape permit, plan check, or design review shall comply with Section 5.304.2, Item 1 or 2. 5.304.4 OUTDOOR WATER USE IN LANDSCAPE AREAS OF 2,500 SQUARE FEET OR LESS. Any project with an aggregate area of 2,500 square feet of less may comply with the performance requirements of MWELO or conform to the prescriptive compliance measures contained in MWELO's Appendix D. 5.304.5 GRAYWATER OR RAINWATER USE IN LANDSCAPE AREAS. For projects using treated or untreated graywater or rainwater captured on site, any lot or parcet within the project that has less than 2,500 square feet of landscape and meets the lot or parcel's landscape water requirement (Estimate Total Water Use) entirely with treated or untreated graywater or through stored rainwater captured on site is subject only to Appendix D Section (5). Notes: 1. DWR's Model Water Efficient Landscape Ordinance, definitions and supporting documents are available at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/ 2. A water budget calculator is available at the following link: http://waterca.gov/wateruseefficiency/landscapeordinance/ 3. The MWELO prescriptive compliance measure Appendix D may be found at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/ In addition, a copy of MWELO Appendix D may be found in Chapter 8 of this code. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS [DSA-SS]. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resoucres Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of MWELO. 5.304.6.1 Newly constructed landscapes. [DSA-SS] New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. [DSA-SS] Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. 5.304.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 square feet of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and sensors which include the following criteria, and meet manufacturer's recommendations. 5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: 1 Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub -mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner's project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by California Building ng Code Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on -site (source -separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. Demolition waste meeting local ordinance or calculated in consideration of loacl recycleing facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc. ca.gov/LawsRegsPolicies/Regs/upload/OEAR- A REGS_UWR_FinalText.pdf 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off -site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle's web site. 5.410.2 COMMISSIONING. [N] For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. All occupancies other than I -occupancies and L-occupancies shall comply with the California Energy Code as prescribed in California Energy Code Section 120.8. For I -occupancies that are not regulated by OSHPD or for I -occupancies p s and L-occupancies ccupancies that are not regulated by the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Commissioning requirements shall include: 1. Owner's or Owner representative's project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Energy efficiency goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Heating, ventilation, air conditioning (HVAC) systems and controls. 2. Indoor lighting system and controls. 3. Water heating system. 4. Renewable energy systems. Water reuse systems. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system - to -system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. Testing and adjusting of systems shall be required for buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. HVAC systems and controls. 2. Indoor and outdoor lighting and controls. 3. Water heating systems. 4. Renewable energy systems. 5. Landscape irrigation systems. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space - conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (0 & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. 0 & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A -WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A -weighting filter or as computed from sound spectral data to which A -weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320/ Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day -night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I -joists or finger jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY -NIGHT AVERAGE SOUND LEVEL (Ldn). The A -weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive -type vehicle for on -road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off -road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass -based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g 03//g ROC). PRODUCT WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation, or during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may collect in the system. ▪ drawn 0 Q co submittal c 1st Plan Check Submittal 02/05/2019 • 2nd Plan Check Submittal u) ▪ 3rd Plan Check Submittal C 0 O 0 D C O a) 0 Q a) 'C) C L nL\ W 0 04/12/2019 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date A A A A A W C c0 - / \ Q. cup) 0 a) W a) consultant: N 0 5 C C c0 permission of said architects, owner: REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, !;IC. Z <CL Ce) U ui 0 ca C� 0 J N Y LL co FORE PROPERTY CO WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 2016 Cal Green Checklist - Non -Residential SHEET TITLE DISCLAIMER:THIS DOCUMENT /S PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Plot Date: 9/9/2019 9:23:29 AM Local File: C:IUr:Hers„rrr3arivelarenaiDocurnents\B60r'3_ `orrlpo: ite_2019_RMarinelar= na.r,st Consultant File Background Info: SHEET No A066 4th P.C. SUBMITTAL 09/09/2019 ._w 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (INCLUDING JANUARY 1, 2017 ERRATA) - job no. a) B6079 INSPECTOR SIGN -OFF 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) ARCHITECTURAL APPLICATIONS INDOOR CARPET ADHESIVES CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES WOOD FLOORING ADHESIVES RUBBER FLOOR ADHESIVES SUBFLOOR ADHESIVES CERAMIC TILE ADHESIVES CURRENT VOC LIMIT 50 50 VCT & ASPHALT TILE ADHESIVES DRYWALL & PANEL ADHESIVES COVE BASE ADHESIVES MULTIPURPOSE CONSTRUCTION ADHESIVES STRUCTURAL GLAZING ADHESIVES SINGLE -PLY ROOF MEMBRANE ADHESIVES OTHER ADHESIVES NOT SPECIFICALLY LISTED SPECIALTY APPLICATIONS PVC WELDING CPVC WELDING ABS WELDING PLASTIC CEMENT WELDING ADHESIVE PRIMER FOR PLASTIC CONTACT ADHESIVE SPECIAL PURPOSE CONTACT ADHESIVE STRUCTURAL WOOD MEMBER ADHESIVE TOP & TRIM ADHESIVE SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL PLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD) WOOD FIBERGLASS 150 100 60 50 65 50 50 50 70 100 250 50 510 490 325 250 550 80 250 140 250 30 50 50 30 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) SEALANTS ARCHITECTURAL MARINE DECK NONMEMBRANE ROOF ROADWAY SINGLE -PLY ROOF MEMBRANE OTHER SEALANT PRIMERS ARCHITECTURAL NON -POROUS CURRENT VOC LIMIT 250 760 300 250 450 420 250 POROUS 775 MODIFIED BITUMINOUS MARINE DECK OTHER 500 760 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat- High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. INSPECTOR SIGN -OFF TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS NONFLAT COATINGS NONFLAT HIGH GLOSS COATINGS SPECIALTY COATINGS ALUMINUM ROOF COATINGS 50 50 150 100 60 BASEMENT SPECIALTY COATINGS BITUMINOUS ROOF COATINGS BITUMINOUS ROOF PRIMERS BOND BREAKERS CONCRETE CURING COMPOUNDS CONCRETE/MASONRY SEALERS DRIVEWAY SEALERS DRY FOG COATINGS 50 65 50 50 50 70 100 250 FAUX FINISHING COATINGS 50 FIRE RESISTIVE COATINGS FLOOR COATINGS FORM -RELEASE COMPOUNDS GRAPHIC ARTS COATINGS (SIGN PAINTS) HIGH -TEMPERATURE COATINGS 510 490 325 250 INDUSTRIAL MAINTENANCE COATINGS 550 LOW SOLIDS COATINGS1 80 MAGNESITE CEMENT COATINGS MASTIC TEXTURE COATINGS METALLIC PIGMENTED COATINGS MULTICOLOR COATINGS PRETREATMENT WASH PRIMERS PRIMERS, SEALERS, & UNDERCOATERS REACTIVE PENETRATING SEALERS RECYCLED COATINGS ROOF COATINGS 250 140 250 30 50 50 30 RUST PREVENTATIVE COATINGS SHELLACS: CLEAR OPAQUE 80 80 70 100 250 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS STAINS STONE CONSOLIDANTS 50 510 SWIMMING POOL COATINGS TRAFFIC MARKING COATINGS TUB & TILE REFINISH COATINGS WATERPROOFING MEMBRANES WOOD COATINGS WOOD PRESERVATIVES ZINC -RICH PRIMERS 490 325 250 550 80 250 140 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification Field verification of on -site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and product requirements: 1. Carpet and Rug Institute's Green Label Plus Program. 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350). 3. NSF/ANSI 140 at the Gold level or higher; 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant with the Collaborative for High Performance Schools California (CA- CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product Database. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATOM must meet ee the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. INSPECTOR SIGN -OFF TABLE 5.504.4.5 - FORMALDEHYDE LIMITS& MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT HARDWOOD PLYWOOD VENEER CORE HARDWOOD PLYWOOD COMPOSITE CORE PARTICLE BOARD MEDIUM DENSITY FIBERBOARD CURRENT LIMIT 0.05 0.05 0.09 THIN MEDIUM DENSITY FIBERBOARD2 0.11 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified under the Resilient Floor Covering Institute (RFC!) FloorScore program; 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; 3. Compliant with the Collaborative for High Performance Schools California (CA- CHPS) Criteria Interpretation for EQ 7. and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product DataBase; or 4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program). 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: 1. An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow. Existing mechanical equipment. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: Within the 65 CNEL noise contour of an airport. Exceptions: a. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. A. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed -guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Ueq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. INSPECTOR SIGN -OFF Exception: Refrigeration systems containing low -global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (C0/2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double -flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single -flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene 0- ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-reistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing p agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. Other programs acceptable to the enforcing agency. Notes: 6. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 7. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). BSC-CG When required bythe enforcingag ency, ] q the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. .co U a) (5 ^L a) L 0 ctt (r 0 drawn submittal 1st Plan Check Submittal 0 2nd Plan Check Submittal f 3rd Plan Check Submittal 0 4th Plan Check Submittal t0 revision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date a) -0- a) O a) ate) consultant: N 0 4 5 c0 0 c ui 4 0 a) U owner: 7 c� I9 0 Q a) 0 Q x a) a) 5 0 a) 0 a) 0 0 Q a) a) 0 r- n -o (1) c0 Q 0 a) 0 O (0 E O c0 E a) a) 0 a) Q O L Q a) rn 0 X a) a) .0 a) L REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH ANIERICA, INC. 0 M O tf') szn 0 (se;0 111 F-o CC u) W ° J 0 S CC N W -Y CC as 0 a LL 00 >- z a O 0 WITHEE MALCOLM ARCHITECTS, LLP y �V4. R Wlrti i '• /- li > No. C-9049 �l a) rn a) Q a) rn C c0 Q - SHEET TITLE c 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 2016 Cal Green Checklist - Non -Residential Plot Date: 919/20/9 9:23:32 AM Local File: CAiJserslrrnar=:nelarena;Docl-I:~•;:ants;B60 9_Compo: ite_201t.'s_Rtvlarinelarena rvt Consultant File Background Info: c0 0) SHEET No co- 7 a A067 4th P.C. SUBMITTAL 09/09/2019 ENERGY CONSERVATION NOTES SOUND NOTES SECURITY NOTES GENERAL NOTES job no. B6079 NOTES ON THIS PAGE ARE GENERAL MINIMUM REQUEST, MORE STRINGENT REQUIREMENTS MAYBE REQUIRED IN OTHER PORTIONS OF THE CONSTRUCTION DOCUMENTS 1 INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS TITLE 24, PART6 2016 CALIFORNIA ENERGY CODE SUBCHAPTER 2 SECTION 110.8. 2. ANY INSULATION OF THE TYPE AND FORM LISTED IN 2016 CALIFORNIA ENERGY CODE TABLE 110.8A MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE INSULATION COMPLIES WITH THE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 12, CHAPTER 12-13, STANDARDS FOR INSULATING MATERIAL. 2016 CALIFORNIA ENERGY CODE SUBCHAPTER 2 SECTION 110.8. 3. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOP THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATRATION AND EXFILTRATION. 2016 CALIFORNIA ENERGY CODE SUBCHAPTER 2 SECTION 110.7. 4. ANY FENESTRATION PRODUCT AND EXTERIOR DOOR, OTHER THAN FIELD FABRICATED FENESTRATION PRODUCTS AND FIELD -FABRICATED EXTERIOR DOORS, MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED TO THE COMMISION, OR IF AN INDEPENDEDNT CERTIFYING ORGANIZATION APPROVED BY THE COMMISION HAS CERTIFIED, THAT THE PRODUCT COMPLIES WITH ALL OF THE APPLICABLE REQUIREMENTS OF CALIFORNIA ENERGY CODE SECTION 116 ON AIR LEAKAGE, U- FACTOR, SOLAR HEAT GAIN COEFICIENT (SHGC), AND LABELING. FIELD -FABRICATED FENESTRATION AND FIELD FABRICATED EXTERIOR DOORS MAYBE INSTALLED ONLY IF THE COMPLIANCE DOCUMENTATION HAS DEMONSTRATED COMPLIANCE FOR THE INSTALLATION USING U-FACTORS FROM TABLE 116-A AND SOLAR HEAT GAIN COEFICENT (SGHC) VALUES FROM TABLE 116B. FIELD -FABRICATED FENESTRATION AND FIELD -FABRICATED EXTERIOR DOORS SHALL BE CAULKED BETWEEN FENESTRATION PRODUCTS OR EXTERIOR DOOR AND THE BUILDING, AND SHALL BE WEATHERSTRIPPED. BUILDINGS WITH 10,000 OR MORE SQUARE FEET OF VERTICAL GLAZING SHALL HAVE NO MORE THAN 1,000 SQUARE FEET OF FIELD - FABRICATED FENESTRATION. 2016 CALIFORNIA ENERGY CODE SECTION 110.6 ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING SHALL BE PROVIDED WITH BACK DRAFT DAMPERS. 6. CAULK AROUND ALL PLUMBING AND ELECTRICAL PENETRATIONS INTO BUILDING ENVELOPE. 7. CAULK AND SEAL AROUND ALL WINDOWS AND DOOR FRAMES AND BETWEEN WALL SILL PLATES AND FLOORS AND BETWEEN EXTERIOR WALL PANELS. 8. DUCTS AND PLENUMS THAT ARE PORTION OF A HEATING, COOLING OR PRODUCT CONVEYING SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF 2016 CALIFORNIA MECHANICAL CODE CHAPTER 6. 9. INSULATE RECIRCULATING HOT WATER PIPING IN UNHEATED SPACES. 10. GAS FIRED HOUSEHOLD HEATING AND COOLING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH APPLIANCE EFFICIENCY STANDARDS. 11. GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL HAVE AN EFFICACY OF NOT LESS THAN 25 LUMENS/WATTS. 12. THERMOSTATIC ALLY CONTROLLED HEATING OR COOLING SYSTEMS (EXCEPT HEAT PUMPS) SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH CAN BE MANUALLY PROGRAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. 13. CONTINUOUS BURNING GAS PILOTS ARE PROHIBITED. 14. GAS COOKING APPLIANCES EQUIPPED WITH INTERMITTENT IGNITION DEVICE. 15. RECESSED LIGHTING - INSTALLED INCANDESCENT FIXTURES MUST BE TYPE 1C AND COVERED WITH INSULATION. 16. ALL OPERABLE GLASS (EXCEPT FRENCH DOORS) REQUIRED BUG SCREENS ON THE EXTERIOR OPERABLE PORTION ONLY. 17. AC SIZE/MAKE/MODEL SHALL BE VERIFIED BY CONTRACTOR INSTALLER. COMPLY WITH TITLE 24 CALCS. 18. BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE EFFICENCY STANDARDS OR 2016 CALIFORNIA ENERGY CODE SUBCHAPTER 2 SECTION 110.1, SHALL BE POSTED ADJACENT TO THE BUILDING PERMIT(S). CERTIFICATE SHALL INCLUDE THE STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM TO THE APPLIANCE EFFICIENCY STANDARDS AND 2010 CALIFORNIA ENERGY CODE SUBCHAPTER 2 SECTION 110.1 AND THE REQUIREMENTS FOR SUCH DEVICES GIVEN IN THE ENFORCEMENT AGENCY. 19. AFTER INSTALLING WALL, CEILING OR FLOOR INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THE INSTALLATION CONFORMS WITH THE PLANS AND THE REQUIREMENTS OF 2016 CALIFORNIA ENERGY CODE SUBCHAPTER 2 SECTION 110.8. THE CERTIFICATE SHALL ALSO STATE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION AND THE INSTALLED R-VALUE. 2016 CALIFORNIA BUILDING CODE SECTION 719. 20. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES INCLUDING CLOSETS FOR CENTRAL FORCED AIR FURNACES USING OUTSIDE AIR FOR COMBUSTION SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM THE BUILDING ENVELOPE. (SEE NOTE 4) 21. THE BUILDER SHALL PROVIDE THE BUILDING OWNER A LIST OF THE HEATING, COOLING, WATER HEATING AND LIGHTING SYSTEMS AND FEATURES, COMPONENTS AND MECHANICAL DEVICES, CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING, AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. 22. PIPING WHETHER BURIED OR UNBURIED FOR RECIRCULATING SECTIONS OF DOMESTIC HOT WATER SYSTEMS; PIPING FROM THE HEATING SOURCE TO THE STORAGE TANK FOR AN INDIRECT -FIRED DOMESTIC WATER -HEATING SYSTEM; THE FIRST 5 FEET OF HOT AND COLD PIPES FROM THE STORAGE TANK FOR NON RECIRCULATING SYSTEMS; AND COOLING SYSTEM LINES SHALL BE THERMALLYTHERMALLY INSULATED. PIPING STEAM AND HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE ABOVE 15 PSIG SHALL MEET THE REQUIREMENTS IN TABLE 123-A 2016 CALIFORNIA ENERGY CODE. (SEE 2016 CALIFORNIA CODE SUBCHAPTER 7 SECTION 150.J.2) 23. RECIRCULATING HOT WATER PIPING IN ATTICS, GARAGES, CRAWL SPACES OR UNHEATED SPACES OTHER THAN BETWEEN FLOORS OR IN INTERIOR WALLS MUST BE INSULATED IN ACCORDANCE WITH 2016 CALIFORNIA ENERGY CODE SUBCHAPTER 7 SECTION 150J AND TABLE 150-B PIPE INSULATION MINIMUM THICKNESS REQUIREMENTS. 24. SHOWER HEADS. LAVATORY FAUCETS AND SINKS, SHALL MEET THE FLOW RATE REQUIREMENTS OUTLINED IN CALIFORNIA ENERGY COMMISSION-2006 APPLIANCE EFFICIENCY REGULATIONS SECTION 1605 TABLE H-1. SHOWER HEADS. LAVATORY FAUCETS AND SINKS, SHALL MEET THE FLOW RATE REQUIREMENTS OUTLINED IN CALIFORNIA ENERGY COMMISSION-2006 APPLIANCE EFFICIENCY REGULATIONS SECTION 1605 TABLE H-1. CARPETS OR SIMILAR SURFACE MATERIAL WHICH ARE PART OF THE FLOOR CEILING ASSEMBLY MUST BE INSTALLED AND INSPECTED BEFORE THE FINAL INSPECTION IS REQUESTED. AN APPROVED PERMANENT, AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS. 3. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. 4. ALL RIGID CONDUIT, DUCTS. PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED). 5. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. (EXCEPTION: DUCTS SERVING ONLY KITCHEN COOKING FACILITIES, AND BATHROOMS NEED NOT BE LINED). 6. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES WHENEVER A PLUMBING PIPE, OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR CEILING ASSEMBLY FROM WITHIN A WALL. THE INSULATION SHALL BE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCT. 7. COMBUSTION AIR, KITCHEN AND BATHROOM EXHAUST DUCTS WITHIN SOUND SEPARATION ASSEMBLIES SHALL BE WRAPPED WITH TYPE "C" INSULATION PER 2016 CALIFORNIA MECHANICAL CODE. 8. ELECTRICAL REQUIREMENTS. AN OUTLET BOX IS DEFINED AS A BOX USED FOR RECEPTACLES, SWITCHES, SURFACE MOUNTED LIGHTING FIXTURES, JUNCTION POINTS, TELEPHONES, THERMOSTATS, TELEVISION USES, ETC. NO BOX DIMENSION SHALL EXCEED 6". a. ONLY OUTLET BOXES AND A CEILING EXHAUST FAN IN THE BATHROOM ARE PERMITTED IN WALLS AND CEILING OF SOUND RATED CONSTRUCTION. ALL OTHER EQUIPMENT AND DEVICES WHICH INCLUDE RECESSED FIXTURES, PANEL -BOARDS, HEATERS, KITCHEN EXHAUST FAN, SOUND PRODUCING EQUIPMENT, BELLS, INTERCOMS, ETC., SHALL NOT BE INSTALLED IN THESE SOUND RATED WALLS AND CEILINGS UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE STRUCTURAL RESEARCH ENGINEER. b. OUTLET BOXES MAY BE INSTALLED IN THE SOUND RATED WALLS OR CEILING AS FOLLOWS: i. BOXES WHICH PENETRATE THE WALL IN ONE AREA OR OCCUPANCY SHALL NOT BE INSTALLED ON THE SAME STUD OR IN THE SAME SPACE BETWEEN STUDS CONTAINING A BOX WHICH PENETRATES INTO ANOTHER AREA OR OCCUPANCY, I.E. NOT IN THE SAME BAY. ii. THERE SHALL BE ONE SOLID STUD AND 16" BETWEEN OUTLET BOXES. iii. A SOLID FIRE BLOCKING WILL BE CONSIDERED A SOLID STUD IN ORDER TO PLACE ONE BOX ABOVE THE OTHER IN THE SAME BAY c. OUTLET BOXES SHALL HAVE A DEPTH NOT MORE THAN 1-1/2" INCHES, SO AS TO ALLOW THE REQUIRED 2 INCH UNCOMPRESSED INSULATION TO BE INSTALLED IN A STANDARD 2"X4" WALL. ON WALLS OF DEEPER DIMENSIONS, BOXES OF GREATER DEPTHS MAY BE PERMITTED. d. CONDUITS OR RACEWAYS (STUBOUTS) MAY PENETRATE THE SOUND RATED WALLS OR CEILINGS, PROVIDED THE CONDUIT IS COVERED AT THE PENETRATION POINT WITH A PERMANENTLY RESILIENT SEALANT. e. THE REQUIREMENTS FOR OUTLET BOXES INSTALLED FOR TELEVISION, TELEPHONE AND THERMOSTATS (ELECTRICAL AND PNEUMATIC) SHALL BE THE SAME AS FOR RECEPTACLES OR SWITCHES. PLASTER RINGS, OPEN BACK BOXES, OR MOUNTING PLATES SHALL NOT BE PERMITTED. f. WHERE METALLIC RACEWAY MATERIAL (RIGID METAL CONDUIT, STEEL TUBE, AND NONMETALLIC CONDUIT) IS INSTALLED IN SOUND RATED FLOOR -CEILING ASSEMBLIES IT SHALL BE ISOLATED FORM THE FLOOR JOIST WITH A RESILIENT MATERIAL AT THE POINTS OF SUPPORT. AT THE POINT WHERE THE RACEWAY PASSES THROUGH HOLES OR NOTCHES, CARE SHOULD BE TAKEN TO INSURE THAT THE RACEWAY DOES NOT TOUCH THE SURFACE JOISTS. THE RESILIENT MATERIAL USED MAY BE RUBBER, CARPET PADDING, ETC. WHEN RIGID METALLIC RACEWAY IS INSTALLED IN THE FLOOR -CEILING SPACES, THE SPACE SHALL HAVE A MINIMUM OF 2" OF MINERAL INSULATION BELOW. CARE SHOULD BE TAKEN DURING INSTALLATION OF THE RACEWAY TO ALLOW FOR THIS 2" OF NONCOMPRESSED INSULATION BELOW. g. 9. FLOOR -CEILING ASSEMBLIES BETWEEN RESIDENTIAL AREAS AND EQUIPMENT PENTHOUSES (AC UNITS, ETC.) SHALL BE INSTALLED IN ACCORDANCE TO MEET THE SOUND SEPARATION REQUIREMENTS 10. WALL MOUNTED LAVATORIES AND TOILETS ARE NOT PERMITTED ON SOUND RATED PARTITIONS. 11. NOTE USED. 12. AT FIRE AND SOUND -RATED CONDITIONS, USE A FIRE -RATED ACOUSTICAL SEALANT SUCH AS PECORA AC-20 OR USG ACOUSTICAL SEALANT OR EQUAL. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, C.B.C. 2016 SEC. 1008.1.9. THE DEADBOLT LOCK OR LOCKS SHALL BE KEY -OPERATED FROM THE EXTERIOR SIDE OF THE DOOR AND ENGAGED OR DISENGAGED FROM THE INTERIOR SIDE OF THE DOOR BY A DEVICE NOT REQUIRING A KEY, TOOL OR EXCESSIVE FORCE, C.B.C. 2016 SEC. 1008.1.8. 3. SWINGING WOOD DOORS WHICH ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY SHALL BE ONE OF THE FOLLOWING CONSTRUCTIONS OR SHALL BE OF A CONSTRUCTION HAVING EQUIVALENT FORCED ENTRY RESISTANCE: a. SOLID -CORE DOORS NOT LESS THAN 1 3/8 INCHES (35 mm) IN THICKNESS. b. WOOD PANEL TYPE DOOR WITH PANELS OF FABRICATED LUMBER NOT LESS THAN 9/16-INCH, PROVIDED SHAPED PORTIONS OF THE PANELS ARE NOT LESS THAN 1/4-INCH THICK. INDIVIDUAL PANELS SHALL NOT EXCEED 300 SQUARE INCHES IN AREA. STILES AND RAILS SHALL BE OF SOLID LUMBER WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8 INCHES IN THICKNESS AND 3 INCHES IN WIDTH. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS UNLESS SIZED AS REQUIRED HEREIN FOR STILES AND RAILS, EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN TWO INCHES. CARVED AREAS SHALL HAVE A THICKNESS OF NOT LESS THAN 3/8 INCHES. DIMENSIONAL TOLERANCES PUBLISHED IN RECOGNIZED INDUSTRY STANDARDS MAY BE UTILIZED. c. HOLLOW -CORE DOOR OR DOORS LESS THAN 1 3/8 INCHES IN THICKNESS, EITHER OF WHICH ARE COVERED ON THE INSIDE FACE WITH 16-GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCHES MAXIMUM CENTERS AROUND THE PERIMETER. 4. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED EXCEPT ON DOORS NOT REQUIRED FOR EGRESS IN INDIVIDUAL DWELLING UNITS AND SLEEPING UNITS. WHERE A PAIR OF DOORS SERVES A STORAGE OR EQUIPMENT ROOM, MANUALLY OPERATED EDGE- OR SURFACE -MOUNTED BOLTS ARE PERMITTED ON INACTIVE LEAF. CBC 2016 SECTION 1008.1.9.4 5. A SINGLE A SWINGING DOOR THE ACTIVELEAF OF A PAIR OF DOORS AND THE BOTTOM LEAF 0 DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT AND DEADLOCKING LATCH. THE DEAD BOLT AND LATCH MAY BE ACTIVATED BY ONE LOCK OR BY INDIVIDUAL LOCKS. DEADBOLTS SHALL CONTAIN HARDENED INSERTS TO REPEL CUTTING TOOLS. THE LOCKS SHALL BE KEY -OPERATED FROM THE EXTERIOR SIDE OF THE DOOR AND OPENABLE FROM INTERIOR SIDE BY A DEVICE WHICH DOES NOT REQUIRE A KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT TO OPERATE. 6. 7. 8. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT OR DEADBOLTS. DOOR STOPS OF IN SWINGING SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB, JOINED BY RABBET TO THE JAMB. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN DOOR IS CLOSED SHALL HAVE NO REMOVABLE HINGE PINS. IN ADDITION, SUCH HINGES SHALL HAVE JAMB STUDS WHICH PROJECT THROUGH BOTH HINGE LEAVES AND PREVENT REMOVAL OF THE DOOR IF THE PIN IS REMOVED FROM THE HINGE. JAMB STUDS SHALL BE NOT LESS THAN 1/4-INCH-DIAMETER STEEL AND SHALL PROJECT INTO THE DOOR AND JAMB NOT LESS THAN 1/4 INCH. 9. CYLINDER GUARDS SHALL BE INSTALLED ON ALL MORTISE OR RIM -TYPE CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 10. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND HAVE FORCED -ENTRY RESISTANCE LABEL. SLIDING GLASS DOORS USED FOR EMERGENCY EXITING PER SECTION 310.4 OR EXIT REQUIRED BY C.B.C. 2016 SEC. 1008.1.4.3 SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR EXCESSIVE FORCE. 11. METAL OR WOODEN OVERHEAD AND SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MINIMUM 1/92-INCH DIAMETER HARDENED STEEL SHACKLE BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED BY AN ELECTRICAL POWER OPERATION. CYLINDER GUARDS SHALL BE INSTALLED ON ALL MORTISE OR RIM -TYPE CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 12. METAL ACCORDION -GRATE OR GRILLE -TYPE DOORS SHALL BE EQUIPPED WITH METAL GUIDES AT THE TOP AND BOTTOM AND CYLINDER LOCKS OR PADLOCKS HAVING MINIMUM 9/32-INCH HARDENED STEEL SHACKLES WITH HARDENED STEEL HASPS, BOLTED IN PLACE. CYLINDER GUARDS SHALL BE INSTALLED ON ALL MORTISE OR RIM -TYPE CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 13. GLAZED OPENINGS WITHIN 40 INCHES OF THE REQUIRED LOCKING DEVICE OF THE DOOR, WHEN THE DOOR IS IN CLOSED AND LOCKED POSITION AND WHEN THE DOOR IS OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SHALL BE FULLY TEMPERED GLASS CONFORMING TO THE PROVISIONS OF 2010 CBC SECTION 2406 OR APPROVED BURGLARY -RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLES HAVING A PATTERN SUCH THAT THE MAXIMUM DIMENSION OF ANY OPENING DOES NOT EXCEED 2 INCHES. 14. IN GROUP B, F, M, S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN SIX INCHES, BUT LESS THAN 48 INCHES SHALL BE CONSTRUCTED OF FULLY TEMPERED GLASS OR APPROVED BURGLARY -RESISTANT MATERIAL OR SHALL BE PROTECTED BY METAL GRILLES WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. SUCH BARS OR GRILLES SHALL HAVE A PATTERN SUCH THAT AT LEAST ONE DIMENSION OF ANY OPENING SHALL BE NO GREATER THAN 6 INCHES. 15. SLIDING GLASS WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN 2010 CITY OF LOS ANGELES BUILDING CODE SECTION 6717.2 A DEVICE SHALL BE INSTALLED IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT THE RAISING AND REMOVAL OF THE MOVING PANEL FROM THE TRACK WHILE IN A CLOSED OR PARTIALLY OPEN POSITION. 16. OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES WHICH RENDER THE BUILDING AS SECURE AS THE DEVICES REQUIRED BY THIS SECTION. IN GROUP B, F, F. S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS BARS AND/ OR PADLOCKS WITH MINIMUM 9/32-INCH HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. A 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. 3. CONTRACTOR SHALL VERIFY THE SIZES OF ALL WINDOWS AND DOORS. 4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, CITY, COUNTY AND STATE, CURRENTLY ADOPTED. 5. CABINET MAKER TO VERIFY ALL APPLIANCE MODEL NUMBERS AND DIMENSIONS TO INSURE PROPER INSTALLATION. 6. NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES ON WORKING DRAWINGS OR IF WORKING DRAWINGS CONFLICT WITH FIELD WORK BEFORE ANY WORK IS STARTED. 7. CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGES TO OWNER'S PROPERTY AS A RESULT OF NEGLIGENCE. 8. ALL FRAMING DIMENSIONS ARE TO FACE OF STUD (F.O.S.) UNLESS INDICATED OTHERWISE. 9. ALL ELECTRICAL IS TO BE INSTALLED PER THE MOST RECENTLY ADOPTED N.E.C. 10. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL -BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE OR TO AN AREA WHICH IS NOT HABITABLE AND DOES NOT CONTAIN OTHER FUEL -BURNING APPLIANCES. (NOT BENEATH BUILDING OR IN ATTIC AREA.) 11. ALL UTILITIES SHALL BE CONNECTED TO PROVIDE ELECT., WASTE & GAS AND WATER CONNECTIONS TO ALL EQUIPMENT SHOWN WHETHER SAID EQUIPMENT IS IN CONTRACT OR NOT. 12. ALL PIPING SHALL BE CONCEALED AND FIRMLY STRAPPED. ALL CLEANOUTS SHALL BE LOCATED OUTSIDE THE BUILDING WHEREVER POSSIBLE. 13. "NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND" OR, OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF A BUILDING OR GRADING PERMIT. 14. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 15. TEMPORARY PEDESTRIAN PROTECTION IF REQUIRED, SHALL BE PROVIDED AS REQUIRED BY C.B.C. SEC. 3306. 16. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIALS SHALL NOT BE USED IN THIS BUILDING. 17. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR IN BATHROOMS, LAUNDRY ROOMS AND SIMILAR ROOMS, IF REQUIRED OPENABLE WINDOWS ARE NOT PROVIDED. 18. NOT USED. 19. THE LANDSCAPE DESIGNER RESPONSIBLE FOR ANY LANDSCAPING FOR THIS PROJECT SHOULD BE ADVISED TO USE PLANTING AND IRRIGATION TECHNIQUES THAT LEND THEMSELVES TO OPTIMUM CONSERVATION OF WATER RESOURCES. 20. ROOF DRAINAGE WATER FROM A BUILDING SHALL NOT BE PERMITTED TO FLOW OVER PUBLIC PROPERTY, (C.B.C. 2016 SEC. 1503.4) AND SHALL COMPLY WITH THE CALIFORNIA PLUMBING CODE. 21. DRAFT STOP FLOOR CEILING ASSEMBLIES PER CBC 718.3.2 FOR R OCCUPANCIES AND 718.3.3. FOR ALL OTHERS 22. DRAFT STOP ATTICS AND MANSARDS PER CBC 718.4. 23. THIS BUILDING MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM COMPLYING WITH NFPA-13. THE SPRINKLER SYSTEM SHALL BE APPROVED PRIOR TO INSTALLATION. (C.B.C. 903.3.1) 24. ACCESS TO MECHANICAL APPLIANCES IN UNDER -FLOOR AREAS, IN ATTIC SPACES, AND ON ROOFS OR ELEVATED STRUCTURES SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE. (C.B.C. 1209.3) 25. PENETRATIONS IN FIRE -RESISTANCE -RATED WALLS SHALL COMPLY WITH SECTION 714.3. THROUGH PENETRATIONS SHALL COMPLY WITH SECTION 714.3.1.1 OR 714.3.1.2, OR AS NOTED BELOW: (713.3.1) A. STEEL, FERROUS OR COPPER PIPES MAY PENETRATE FIRE RESISTANCE RATED WALLS, PROVIDED THE OPENING IS PROTECTED AS FOLLOWS : (714.3.1 EXCEPTIONS) I. ITEM PENETRATING CONCRETE OR MASONRY WALLS IS A MAXIMUM 6-IN. NOMINAL DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQ. IN., CONCRETE, GROUT OR MORTAR IS PERMITTED WHERE IT IS INSTALLED THE FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE -RESISTANCE RATING; OR II. WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263. B. PENETRATIONS SHALL BE FIRE -STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE -RESISTANCE -RATING OF THE WALL PENETRATED. (714.3.1.2) C. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE PERMITTED PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE - RESISTANCE -RATED ASSEMBLIES, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 1/8-IN. UNLESS LISTED OTHERWISE. ADDITIONALLY, OUTLET BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY THE HORIZONTAL DISTANCE SPECIFIED IN THE LISTING OF THE BOXES.(714.3.2 EX. #2) D. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR OPENINGS LARGER THAN THOSE MENTIONED ABOVE, THEY MUST BE QUALIFIED BY TESTS IN ACCORDANCE WITH SECTION 703.2. 26. PENETRATIONS OF FIRE -RESISTANCE -RATED HORIZONTAL ASSEMBLIES SHALL COMPLY WITH SECTION 714.4. THROUGH PENETRATIONS SHALL COMPLY WITH SECTION 714.4.1.1.1 OR 714.4.1.1.2, OR AS NOTED BELOW: (713.4.1.1) A. STEEL, FERROUS OR COPPER CONDUITS MAY PENETRATE A SINGLE FIRE - RESISTANCE -RATED FLOOR ASSEMBLY WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E119 OR UL 263. (714.4.1.1.EX#1) B. PENETRATIONS SHALL BE FIRE -STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING AND T RATING OF NOT LESS THAN 1-HR. BUT NOT LESS THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. (714.4.1.1.2) 27. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX < 25, AND A SMOKE DEVELOPED INDEX < 50. (MC 602.2) 28. REQUIRED FIRE -RATED CORRIDORS (INCLUDING THE SPACE ABOVE THE NON -RATED DROPPED CEILING) SHALL NOT BE USED AS A RETURN AIR PLENUM. (MC 602.1) 29. PENETRATIONS INTO AND OPENINGS THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT VENTILATION OR PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL BE NO PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS AND RAMPS. EXCEPTION: MEMBRANE PENETRATIONS SHALL BE PERMITTED ON THE OUTSIDE OF T HE INTERIOR EXIT STAIRWAY AND RAMP. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714.3.2. 30. PER 717.5, FIRE DAMPERS, SMOKE DAMPERS AND COMBINATION FIRE/SMOKE DAMPERS SHALL BE PROVIDED AT THE LOCATIONS PRESCRIBED IN SECTIONS 717.5.1 THROUGH 717.5.7 AND 717.6. WHERE AN ASSEMBLY IS REQUIRED TO HAVE BOTH FIRE DAMPERS AND SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS OR A FIRE DAMPER AND A SMOKE DAMPER SHALL BE REQUIRED. LOCATIONS SHALL INCLUDE BUT NOT LIMITED TO DUCTS AND AIR TRANSFER OPENINGS THAT PENETRATE FIRE WALLS, FIRE BARRIES, FIRE PARTITIONS, SHAFT ENCLOSURES AND CORRIDORS. N ▪ drawn 0 L a submittal CO c 1st Plan Check Submittal O 2nd Plan Check Submittal can 3rd Plan Check Submittal 0 4th Plan Check Submittal U 0 C c0 U 0 a 4) r L 0 4- C N L 0 Cl) C c0 N 0 N any unauthorized r O C c0 a architects, 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A A A n consultant: REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, ICIC. CC w F- >- U)0 L as a) E MMCO CD W C 0) W z c, co o_ O V� Uu)-- 0 >- HO W � J cc 2 0 S (13 0 W Y WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 GENERAL CONSTRUCTION/MATERIAL SPECIFICATIONS SHEET TITLE Plot Date: 9/9/2019 9:23:34 AM Local File: C:,iU..;.ar:4+rrnarinelarenalD=.>cu;rients\B6 r'_ :7mpo tite_2019_RMa ir,E>la er,:a.rvt Consultant File Background Info: SHEET No A071 4th P.C. SUBMITTAL 09/09/2019 job no. B6079 drawn LEED v4 Multifamily Midrise Thermal Enclosure Checklist This document is based off of the ENERGY,STARterelfted Hornee, Version 3./ /1 (Rev. 8) Rater Field Checklist Prefect teams may elect to use that document, and 'complete sections 1:3;2 and 4. Consult that document for further clarification, including numerous footnote that provide details and alternative compliance paths. Therertta •• :: : .. • • • ammo* eit4r*W41.04404on . „ ......... . ... Mtret tiarietet 'WA D L2, banter is ....... Ceimcs At intf#:*"iitepiriorifsartOttar-- ineigelienin UlnaZor1 3 NOW 6tizerittai int*oxi in atia.Zortaa: . 1.3 Al insulcn achieve RESNETelefiriedrirede I feetalletion, r OflOOOWO • 2,1 Dropeed ceilingettits below urreenditioned.atties„ and all other ceilings ah,“,-; at iritendr;449440.44rz ...14000.4„fir 0 48 I ) .incrinialn;ZOneg Li Li al Walls behind showers, tubs, staircases. and fireplaces 2,.3 Attie knee Walle and ekylig?rit'shaft walls Li Li Li U 0 2.4 Waits adloining porch roofs.ergarages Li Li 2.5 Dovele-walls and all other exterior walls 0 Li Li 'ieltiiitrineleferfidat.14flr instatn in at 1inate zones nd itOVer ont,or,drimiied space alSO atinteribi horinintalStiiat5 '10 att.:040ra Mae* , • isgmsisstii 2.6 Floors abovegarages, floors above unconditioned basements et- crawl,: -21 All other floors adjoining uncetxklarted space (e.g., ern / band joiste at exterior waif or at porch roof) 0 Li ci Li y".:"11- • .00411iouid Art.***11' tfie 4.1 Deets. flues, ehafts, plo fl.t$pinu. wiring. exhaust fans; & other perietratiene o uric,.>ratiwned 4040' seated. with blocking flashing as neErdel. :4,2 Recessed lighting fixtures adieteritto unconditioned space I CAT labeled and gasketed Also, if in insulated ceiling without attic above, exteriorsurface of fixture insulated to ":2t R-10 in CZ 4-8, 43 Above -grade sill plates adjacent to conditioned space sealed to foundation Of sue -floor. Gasket also placed beneath above -grade sill plate if resting atop oonicrete I masonry & areacent to epee, space .4.4 Continuous top plate or blocking ls at tip& walls atecilieing unconditioned space. and sealed 0 ii 4,6 Drywall sealed to lop plate atallitheeriditkined attic I wattles using cautk: feeMedryWeil adhesive (but not other tethetruction adhesives), or egieletaterit Material, Either apply sealant direptly between drywall atid top plate or to the seam between the two from the attic above. ci .4,6 Rougb opening around windows & exterior doors seated ni CD Lii 0 4,7 Walls that separate attached garages troth occupiable space sealed end. also, en an barrier metalled :twat sealed al jkxy cavities aligned with these walls r. Li 0 . . 4,8 In multifamily buildings, the gap between the common wall leg, the drywall shaft waill and the .c.structural fremieg hi:41408n units sealed at all exterics boundaries .4..c1 Doors adjeoeitto unconditioned space attiria,.garages, basements) or ambient conditions made substantially air -tight with weatherstripping or equivalent gasket • 4,10 Alec access pipets, drop -clown stairs: & whole -house fans eutilpoed with durable a R-10 cover that is gasketed (i.e, lanteatillosd). Fart covers eitherilnetialleri on house side or mechank,ally operated: 0 p fel 0 Li ENERGY STAR Certified Homes, Version 3 (Rev. 07) Water Management System Builder Checklist 1' 2 Home Address City. Stale: Zip Code; Water -Managed SadFoi :!4.00.01.00i 1 I Patio slabs porch slabs, walks, and eriveweyS sloped e 0.25 in. Per ft. away from hob-4 to edge of surface or 10 ft„ whichever is less. I 2 Back-011 has been tamped and final grade eloped e 0 5 in. per ft. away from home fora le ft. See l'-ootrtOtepr alternatives. '3 0 1 Capillary break beneath all slabs teas, slab on grade, basement slab) except cierwispecer slabs using either: polyethylene sheeting, lapped 8,12 in, or 1 in. extruded polystyreneinSulation with taped iornts. 1 4 Capillary break at all crawispaite floors using? 6 mil polyeteyteneelieeting, lapped & installed using one of iae following opt • 1.4.1 Placed beneath a concrete slab: OR, 0 reet 1_4 2 Lapped up each wall or pier and fastened with furring Strips or equivalent OR, 0 1.4.3 Secured in the ground at the Perimeter los'-eg stakes, 1.5 Exterior siorface of below -grade walls of basements & unvented' craiMspaces finished as follows; • Par poured concrete, masonry, 415, Insulated concrete forms, finish with darrip-proohng coating. b) For wood framed wails. finish with polyethylene and adhesive or other equivalent waterproofing. Li U. 0 0 1:6 Class 1vapor retarder not installed on interior side of air permeatele insulation in ext. below-gractewalke El 1 7 Sump pump covers mechanically attached Witlefieli gasket seal orequivulent. Eli 1 8 Drain the installed at the exterior side of footings ref barrerneel arklerawlepaee wails, with the lop &the iriri tile pipe below the bottom of the concrete Other crawlspiptillinor Drain tile surrounded with in of Ye to %le. washed or clean gravel and wittigreirel layer fully with fabric cloth. Drain tile level tir sloped tO discharge to outside grade (daef tea:steep pump. 4*.4.41fteetiAtall Assernb 2',1 Flashing at bottom of exterior walls with weep holes included for masonry veneer and weep screecifor stucco cladding systems, or equivalent drainage system 2 2 Fully sealed eontinuoes drainage plane behind exterior cladding that laps over flashing in Item 2 1 and male:eat:ail penetrations. Additional borirebreek drainage plane layer provided behind eit stucco and non-structural masonry cladding Wall assemblies, 2,3 Window and door openings hilly flashed,' Li Li ci 0 Li er. 3.1 Step and kick -out flashing at all roof -waif intersections.. extending a 4" on wail surface above ros.li deck • and integrated shingle-sryle with drainage plane above; boot dollar flashing at all roof penetrations. Is 3.2 Per homesthat don't have a slab -on -grade foundation and do have expansive or collapsible soils, gutters downspouts provided that empty to leteralpiping that discharges water on sicoinglinal grade 5ft, from foundation. or to underground catchment system not connected to the foundation drain :systen't that' discharges water a 10 ft from foundation See Footnote for atternetiVes.& exemptions " 3,3 See -sealing bitominous mei-Mee:tie or it quitialisint at all valleys & rabf.deck penetrations, ci Li ClLi 0 3,4 in 2009 1ECC Climate Zones 5 & higher Self-seal:ng bituminous membrane or equivalent over sheathino• at eaves front tita4)1100,0 ti7e,r.O0 line to 2 ft, up roof deck from the interior plane of the exterior will, 4` L,1 . . . 4. I Wall-to-wall carpet notinstallect within 2 15 ft. of toilets i tubs, and showers. 4.2 Cement board er aquieakant mpistuterr-isistifint backing material installed on all walls behind tub and shower eriplostires colettebsed.of tile ci panel assemblies with caked Paper4aced backetboard snail not bused. ffi 4.3 In teermeiteriid etiolates, Mae 1 vapor retarderenot instailed on the interior side:a:air permeable insulation in above -grade viralttt,. except at shower and tub wails ' .4.4 Beedirig materials with visiblesigns of water damage or mold not installed or allowed tory/lain, '' 0 0 0 4,5 Framing members & insulation products havinghigh moisture content nor enclosed (e.g„ with drywall) 17 0 0 0 0 1.3 0 Li 0 0 Li ci ci • „ . Builder Elr:PioYe6: mmirKwenyeer,r,eeeeeeeeeeeeee, ..... eereeereeeo,eeeeee....... Builder Signature: Dale: Seeder has compterraigolicWitet;k11,-,.r r-ycer;i' fcc trcrnc 0-,c,--ked en the Rater Verifiod column {it any)' Rater Signature: . . Date: . Notes; 1. The specifieetioes in this Chaeldist are desietoedto help improve moisture control in Pew homes competed with hones built to miternben code, tioweVer, these feettpreSalerrie cannot revert all moisture problems For example, leaky pipes or ewerfloering sinks or baths tan lead to moisture issues and negatively impact lluiPerfertnance of this Check:list's specified features. Efieotrim t.ar tiernet pertained staling /1'01i2013 Revised 6101,f2013 Fele 16 ef ire ENERGY STAR Certified Homes, Version 3 (Rev. 07) Water Management System Builder Checklist 1' 2 2, upon completion, the builder shall return the Checklist to the Rater tor review. .Ntematively. at the discretion of the builder and Rater. the Rater may verify any item on this Checklist:1. When t4i.a Occur*. the Retie shell check the 'erex, of the verified tterns "th the Rater Verified totem.. The Rater is only responsible for ensuring that the builder hes completed the Builder Checklist in. it entirety and for verifying the items that are Checked in the Rater Verified column (if any). The Refer is not responsible for assessing The accuracy of the field verifications for items in this. Checklist that are riot checked in the Rater Verified column, 1ee:earl:01e the builder's exclusive responsibility toonsurethe design and installation comply with the Chectdist. Swales or drains designed to Carty water from foundation are permitted -to be provided as an alterneeye to the slope requirements for Any home, and shall he providee for a home weeeeSteleiche limit space to 'left than 10 ft Also teMpiblj f bark fill IS not required if either:. proper drainage can be achieved using noil-siettling compact soils, as determined bee ceir tified hydrologist,. soil scientist or -engineer: OR. the builder has scheduled a-tite visit to previde iMttI and final grading after settileglide .iaceierrett te.g- after thefirat rainy season). 4. Not required in Dry tS climates as shown in 2009 IECC Figure 301.1 and Table 301.1. 5. Not requited for raised pier foundations s.,.ritfl ino walls To earn the ENERGY STAR, EPA recetrimende but does net require, that radon - resistant features be included in homes built irt•EPA Radon Zones 1, 2 & 3. For more information, see. wee') era doviigiforprairviiis 6 For•an existing eiaie(e..g„ in a home undergoing a gut rehabilitation), in lieu of a capillary break beneath the eletee ere-einem* arid sealed Class- I or Class 11 Vapor Retarder tper Footnote ft) is pen'nitted to be installed on top of the eritire„elati.in. such cases, up to 10% of the slab solace is permitted to be exempted from this. requirement-(e.g., for sill plates). In addition, for oxisdhg.stabi ih occupiable seam the Vapor Retarder snail be. or shall be protected by, a durable flour surface. if Class I Vapor Retardairtare installed. they shalt opt be installed on the interior side of air permeable insulation or materials proneto moisture damage. 7. Interior eierfaee of existing below -grade wall re.g . in a home undergoing a gut rehab.) listed in Item 1.5a is permitted to be finished by, • Installing a continuous and sealed drainage plane, capillary break, Class I Vapor Reterderiper Footnote 8) and air harrier that terminates into a four.eiation drainage yStern es specified in Rent 1.8; OR • If a drain tile is not required as specified in Footnote 9. adhering a capillary break end Claes I Vapor Retarder (per Footnote 6) directlp to the wall with the edges tapedisealed to mace it COrttillUOU5,. Note that "to alternative compliance option is provided for existing belevegrecie wood -tied walls in Item 1,5b. 8, The 2009 RC defines Class I vapor retarders as a material or assembly with a rating of. 0,1 perm, are defined using the' desiccant method with Procedure A of ASTM E 98. The follower materials are-WO:catty rated at s: 0.1 perm and therefore shall riot be used on the interior side of air permeable insul-ation in above -grade exterior watistrevieirmeeimid climates or belowiradeextenor walls 'in any climate; rubber membranes, polyethylene film, glass. aluminum foil, sheet metal, foil -faced ins-ulating 'sheathings. and foileaped rittn-insulating sheathings; These materials can he used an the rfitefil3f side of wails if air permeable itrAtiefinfl ls not present log„ foileaoed rigid foam board adjacent to a below -grade concrete foundation wall is permitted). Note that this, list is not comprehensive arid other materials with a perm rating S 0 1 also shall not be used. Also, if manufacturer epecific,atioris for a SpeOffiC product indicate a perm rating above 0.1, then the material may be used, even if it is in this list; Also note that open -cell and dosed -cell foam generally have peon ratings above thin limit and may be used unless manufacturerspeoffinations indioatee perm retina 0 1 Several exemptions to these requirements apply: • Class I vapor retarders; such as ceramic the. may be used at shower and tub walls; • Class I vapor retarders, such as mirrors, may be used if mounted with clips or ether spacers that allow air to drculate behind them. .9:: Alternatively, either a drain tile that is pre -strapped with a fabric liter or a Composite FOurfriat*rt Drainage System (C,F0,9) that has been evaluated by 1CC-ES per AC 243 are permitted to be used to. meet this Item. Note that the CF DS must include a sod strip drain et another ICC-ES evaluated pen -aster drainage system to be eligible for tisa...lri an existing home (e.g. in a home uneergeirig a..gat.r.ehab4.a drain tile installed only on the interior side of the footings is perrnitted, Addifiereally, a drain the is not required when a certified hydrologistsolt stiOntist, Orefigineer has determined that a crawispace foundation,: of. ari existing basement foundation (e.g., in a'horneeihdergeieg, a gut rehaiel is installed fit Group I Soils i3O well -drained ground or sane-g(avel mixture soils), as defined by 2089 RC 1'ableR405.1. 10. These Items riot required for existing structural masonry walls {e,g„. Ma home undergoing a gut rehabilitation). Note this exemption doss riot extend to existing wall assemblies with masonry veneers, Ali: Any of the following systems may be used: a monolithic weather -resistant barrier the., house wrapeshingledet horizontal joittla arid seated or taped at all joints, weather resistant sheathings to g., faced rigid insulation) fully taped at all ``kik*liotnts; lapped shingle -style betiding paper or felts; or other 'ate resistive barrier recognized by iCC-ES or other accredited agency IL Apply pan flashing over the rough sill framing. Inclusive of the corners of the sill framing: side flashing:that extends over pan flashing; and tap hashing that extends over side flashing or equivalent detals for struelurar masonry.Wells. 13. Intersecting wait siding shall terminate 1 in. above the roof or higher, per manufacturer's recOrrirrieedistione„ Continuoute flaihing.shall be installed in place of step flashing for metal and rubber membrane roofs. 14. The asse-ssment at whether the ant is expansive or collapsible shall be eorripkiteetty..a tertifieri.elytholagiet, It* scientist, arartgleeer. AS an alternative, e roof design permitted to be used that deposits rainwater to 4 oracki,444:40*: bid viittra waterproof liner arld.alaterel drain Pipe that tilWs discharge requ:remorits *Item 3,2. As another akerriettere, a ratiweiter herveeting..syeterri is pormltted'to be used that drains overflow to meet discharge requirements per Item 3.2. 15, in addition to cement board, materials that have been evaluated by ICC-ES per AC 115 may else be used to meet this requirement Monolithic tub and shower enclosures (e,g„ fiberglass with no seams) are exempt from this beeking,material requirement unless required by the manufacturer. Paper.laced bac:kerb:oat may only be used behind monolithic erettpeures at waterproof membranes that have be -en evaluated by ICC-ES per AC-115. and then only tilt meets Asmirnolci-resistant standardS.A$13403213 or ASTN1 0632e, ir mold is present: effort Octuid be made to remove all visible signS.Of mold leg by damp Afiveloithor4ter 00. datetoent), If removal method's are not effective then the material shalt be re,placed. However, stam-s that remain after darrip.wipe. are aeceptable. Lurneer with "sap stain fungi" is exemptfrem this Item aslortg as the tenter IS.EaftfC:i raiiy intact. 17. Far WeteaPplied ifi<33-dal%Dn, fallow reeliedecturees drying recommendations, EPA recommends thariumber rocristere contentbe s 18%. Effective tor hornespemstted slarting8/01141013 Revised 610.11201:3 Page 16 of 16 LEED ED÷C: MultifaMity miorise v4 - LEED v4 920 Bayswater Scorecard Location:. 920 Bayswater, Burlingame, Catitorrea 94010, Mk re :;::::Integrative Pietas* •'. ettefeeteate Verified t IPc integrative Process 2012 Preliminary Y 16 of is LTp Fiondclau, Avoidance' ' Nrformance Path LTc Ptescrtptive Path Lic 1,,Tc LTc Ltc LEED for Neighborhood Development Site Selection Compact Development Community Resources Access to Transit Required 0 015 7 08 3 °fa Sot 2 of 2 \fettled 7 3 2 Sustalaii Comtuction Activity Pollution Prevention lu invasive Plants SSc Sac SSG Heat island Reduction Rainwater Management Nontoxic Pest Control 1 of 2 0015 2 of 2 Water Efficiency Pratiteinanir Y 50112 Verified 0 WEp Water Metering Pwtinsaflce Path WEc Total Water Use Pmscripthte Path WEc vvEc Indoor Water Use Outdoor Water Use Received 0 of 12 3 of 6 2014 Not Vented Energy and Atmosphere.ie..: . Preliminary Y it1-15 di 37' Minimum Fnergy Pe:lien-lance Enna' Metering Eilucmtion nt too Homeowner Tenant or OvildIng Manager Required Rt,r{usep Redonso EAc EAc EAc Annual Energy Use Efficient Hot Water Distribution System Advanced Utility Tracking Bright Green Strategies 15,6 of 30 0 C(5 1 02 Materials arid ReSOurcerkii: Preffintrady Y ofR ' Verified .. MRp MRp MRc MRc MRc SOP Sr:1p EQp ECip Flop Sop EOp Certified Tropical Wood Durability Management Durability Management Verification Environmentally Preferable Products Construction Waste Management vememion Combustion Venting. Garage Pollutant Protection Radon Resistant Construction An Fileinig Environmentai Dompartrnerrbakatiett Required Required 1 of I 0.5 of 2013 rtkitft111:::(3 Required Required Requited Required Required Required Not Verified Nut Verified EQc EQc EQc EQc EQc EQc EQc EQc Entranced Ventilation Contaminant control Balancing of Heating and Cooling Distribution Systems Enhanced Compartmentalization Combustion Venting Enhanced Garage Pollutant Protection Low -Emitting Products No Environmental Tobacco Smoke 1 at 3 0012 Oaf 3 0013 2012 loft 3013 loft 2 innovation . . ra;e8mlnary 'Y t sif 6 INp INc Preliminary Rating Required INc Innovation LEED Accredited Professional 0 of 5 loll Ventled Regional Priority Pratt/100qt Y 004 RPc Regional Priority 0 of Point Fleets The project earned at lease 8 points total in Location and Transportation and Energy and Atmosphere The project earned at least 3 points in Water Efficiency The project earned at least 3 points in indoor Environmental Quality Yes No Yes Verified 2ft Certification Thresholds Certified 40-49, Silver 6,0-69, Gold 60-79. Platinum 80-110 aright Green Strategies Page 1 Page 2 submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 04/1 2/2019 06/07/2019 09/09/2019 revision date consultant: owner: I.EVIEWED FOP CODE COMPLIANCE DEC 19 2019 flUREA U VERITAS NORTH AMERICA, INC. CC (I) CD UJcD c <a)> < < c)(15 (I) (1) al 0) ,40.cac " CO CD" ca 0 FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 LEED checklist SHEET TITLE Plot Date: 9/9/2019 9:23:37 AM Local File' CAUsersirrnarinelarena\Documenta\86079_COrnposife_2019_RMarinelarena.rvt Consultant File Background Info: SHEET No A081 4th P.C. SUBMITTAL 09/09/2019 STC 28 Vdk<4 STC 44* STC 34 ttli = STC 48* = L.LJSTC38* = STC 40* NOTES: 1. STC RATINGS ARE FOR THE COMPLETE ASSEMBLY (E.G., GLASS, FRAME, AND OPEWLE SECTIONS) BASED ON TEST REPORTS FROM AN NVLAP-ACCREDITED LAB 2. STC RATINGS WITH AN * SHOWN, ASSUME STAGGERED -STUD EXTERIOR WALL CONSTRUCTION 426 BAYSWATER RESIDENCES CODE—REQU1RED STC RATINGS FOR WINDOWS AND EXTERIOR DOORS (FLOOR 4) 1*'& ,,adass, i.Vaa .47 ••• , t a, aa aaa • v••••• thaw, a asaa, •t" cm:mac-D.) - •is t)***.1 tAtS.rfts t„.1 o*rere* *41.1, XCX4ii 8f40.4: c.$3' DyE•xc IA& C3 Vows ft Kir* OW raa. raaaa eaaaalaaaaa ;a:ad...wawa. ,>. Ws*, gig: at P4,..ze• tv Sts4a14., MOW, S'A•31.1 PA 1.9•04*),,, EEE.:We Nkt**, Ky.. x6. 514,4w X* MAthrwn. X.Y.41,X fiCi&lo X SXWC 1*.E* • • •• ,t-t,.:52£i*t14 17 April 2019 Mark Pilarczyk fore Green Development, LLC 20 5, Santa Cruz Avenue, #300 Los Gatos, CA 95030 Email; mollarcayk@foreproperty.com 201 ce; 044*LES M SALTER A5Fy‘.)Clivrm FlA Ar.;00.5-riCAL. 3NPAMATION ONLY FIGURE 4 Safari4 18-afaiS Subject: 920 Bayswater Residentes, Burlingame, CA Review of Drawings for Code Compliance Saltei Project: 18-0516 Dear Mark: NfiS/VCS 0416,19 M. Salter t rad:. : Sk.tnor Straw. tfonme. CA 4.41‘14 I 4 415.397445.4 We reviewed the project drawings to show conformance with applicable building code requirements. We have found the ;Inject documents to be in compliance. This letter 5ummarizes our analysis, CRITERIA The 2016 State of California Building Code Supplement (Title 24, Part 2, Val, Section 1207) has several reattirements for sound isolation at mild -family housing padjects: 1. Party walls must ailileve a minimum STC' rating of 50. 2. Party floor -ceiling assemblies must achieve a minimum STC ratting ot 50. 3. Party floor -ceiling assemblies must achieve a minimum rtca rating of 50. 4. Walls separating residences from corridors or other public spaces need to achieve a minimum STC rating of 50. S. Dwelling Unit entry doors should be tight fitting to the frame and sill. 6. interior rioise levels attributable to exterior sources must riot exceed DNL 1 45 dB in any habit MOM.. a a f,otsnd Transmission Oads)- A singie-nonter rating defined in ASTM Meet quantifies the airborne sound insulating poshwrnartcg of a partitton under laborWtoty conditions. focreasing STC ratngs correspond to improved airborne $ocind insulation, IIC (Inspect Insulation Casa) - A single -number rating defined in ASYM E442 that quantifies the impact sound insulating porformance of a floor Wing a4,sernUly tifICIfttr 1Z7bC1rittt)fy wrdtioi Ttlt5 ft-late* kt fool jall•generoted noise mducdon. Increasing !IC I ailtsys correspond to smproved impact mind insttiotson, ONL. Cdev-tietst Average Sound Level) - A descriptor for a '24-hour A-weqhied average no eves. DNL ccountfor the increased .atou \t/ sesisidvity frietiple to noise during the lighturne tows. Ol& penaltxs soun4 lets lay 10 og during dle hoots front to Pat to7 AM. Rit practical purposes, the MIL and CTIEL. are interchangeabie. DNL is sometimes written es ravaantar paaideacas Review of drawings for Code Com:Want* i2 Apt tl aoi9 Page 2 COMPLIANCE REVIEW We reviewed the 2nd Plan Check dravviags dated 12 Apriii 2019 and found that they are in compliance with Code. The followlnia items identify the locations in the project documents where each Code item is addressed, 1. The party wall assent* is shown on Sheet A813 as Detail 2. This assembly consists of an ulated staggetd-sttici waif with tnree total layers of gypsum board. This assembly achieves an sit rating of at least 50, per Section 1,2,3.5.4.3 of the Office of Noise Control Handbook. 2. The party floor-celiing assembly Is Shown on Sheet A812 as Detail 1. This assembly consists of an insulated joist system with 1-1/2-inch of gypsum concrete on a plywood subfloor. Below the joists, two layers of gypsurn board will be installed on resilient channels. This assealibta achieves an STC rating of at least 50, per Test 10103.09 from the Maxxon website. 3- At carpeted areas, the DC rating of the floor system will be at least 50. At areas with hard -surfaced flooring, there will be an acoustical underlayment beneath the gypsum concrete, as shown in Detail 1 on Sheet AB12,. This unde.dayment will be equal to 1/4-irich thick Accusti-Mat 1/4,This assembly achieves an liC rating of at least 50, per Test 10109,18 from the Maxxon website. 4. The corridor wail assembly is shown on Sheet A813 as Detail 3, TIVS Consists Of an insulated staggered -stud wail with three total layers of gypsum board. This assembly achieves an STC rating of at least SO, per Section 1.2.3.5.4.3 of the Office of Noise Control Handbook, 5, The unit entry doors from public interior corridors are to receive gaskets. Specification Section 08 71 00 notes that Croup Ul will be the unit entry doors. This section indicates that Pernko S-88 gaskets will be used at the head and jamb and the Persko 411 automatic drop bottom will be used at the door bottom. Tills meets the Code f tquirement to be tight-ntting to the frame and sill. 6. Our 16 April 2019 environmental noise study recommended windows with SIC ratings up to STC 48. This information is shown correctly on Sheet A09t la some locations, an upgraded exterior wall is needed (indicated in the noise -study figures with an asterisk). This staggered -stud wall is shown in Details 6 and 10 on Sheet A831. This concludes our building code -compliance review for the 920 Myswater Residences project in Burangame. Please contact us with any questions. Sincerely, CHARLES M. SALTER ASSOCIATES Valerie Smith, Pt Senior Associate 011111111111111111111117 Ciaarias Ai', Softer ra, St. ads rai at a gieaarearft MOM" lardaaNftraaaea.aya Wei 14.44 Z;;W.6.4 • 4 I 1 I 1 = SIC 28 = STC 34 = STC 38* STC 40* = STC 44* = STC 48* NOTES: 1. STC RATINGS ARE FOR THE COMPLETE ASSEMBLY (E.G., GLASS, FRAME, AND OPERABLE SECTIONS) BASED ON TEST REPORTS FROM AN NVLAP-ACCREDITED LAB 2. STC RATINGS WITH AN * SHOWN, ASSUME STAGGERED -STUD EX TERIOR WALL CONSTRUCTION Ct 2.019- CHAALE'S ALTER A SOflf, r••10 cop ACOtiST041._ C.;311,:e 920 BAYSWATER RESIDENCES MINIMUM CODE—REQU1RED STC RATINGS FOR WINDOWS AND EXTERIOR DOORS (FLOORS 2 AND 3) fc5:•//a..S147 , • . /Z.>. 51211 = STC 28 V-7\7 = STC 44 * STC 34 sm STC 48* STC 38* 1-71 STC 40* NOTES t. STC RATINGS ARE FOR THE COMPLETE ASSEMBLY (E.G., GLASS, FRAME. AND OPERABLE SECTIONS) BASED ON TEST REPORTS FROM AN NVLAP-ACCREDITED LAB 2. STC RATINGS WITH AN * SHOWN, ASSUME STAGGERED -STUD EXTERIOR WALL CONSTRUCTION 920 BAYSWATER RESIDENCES MINIMUM CODE —REQUIRED STC RATINGS FOR WINDOWS AND EXTERIOR DOORS (FLOOR I) /.: aia 920 BAYSWATER RESIDENCES MEASUREMENT LOCATIONS AND MEASURED NOISE LEVELS FIGURE 3 # aisiarvaaa !..7; t5 2019 etiARLES U. SALTER ASSCCIATES,..PIC. fOR ACOLISTMAL EOM dtlft)RMAIRM ONLY FIGURE 2 Sone4 te,s-0615 2015 431A*1E5 M. SALTER Ft0 At -CAMEO& Dr'...44 iNfl.,..RMA 70N <NIA NS/WS 134 16 FIGURE I Sol a 1.8-dela Vt•st',g asadXakei . tt, Itttt,... • •-• Set n ;•-'•-•":0 "•E't 'Et E 4,••• 1 <At, 16 April 2019 Mark PilarC7vir. Fore Green Development, LLC 20 S. Santa Cruz Avenue, 4300 Los, Gatos, CA 95030 Email: mpilarczykdiforeproperty.com Sublect: 920 Bayswater Reskience$ Environmental Noise Study Salter Projekt: 18-0615 Dear mark: awaifaisisiiaa CHd.M Salter A'.5.SOCiATES •-••4<.: t i• a a We have prepared an environmerital noise study for the prOjeCt. The putpOte of the study is to determine the noise environment at the proposed site, compare the measured data with applicable Oc;anoards, and recommend mitigation measures as necessary. This report summarizes the results, PROJECT CRITERIA State of California Building Code The California Building Code requires that the indoor noise ieve l in residential units of multifamily dwellings not exceed DNL 45 d8g, CAL.Greieft Section 5.507,4 of the CALGreen -code requires mitigating exterior noise at commercial spaces where sound levels regularly exceed 65 dB. We have assumed this could apply at residential amenity spaces. If the exterior noise level regularly exceeds 65 a48, then the building envelope rust have wail and roof -ceiling assemblies designed to provide an interior noise environment not exceeding an L11)3 of SO cl$ in occupied areas during hours of operation, We .3S.Stehed that the itout a of operation for the amenity spaces would be from 7 am to 8 pm and used the loudest L(h) during that period as the basis of desian. It should he confirmed with the Qty that this criterion will be applied to the amenity spaces. DM, Mayght Average Sound Level).- A &matter fora 244iour A -weighted average noise Mir accounts far the Increased accaisci.ai 5irlfiir_svity of people to noise during the nighttifne hour. Mt. penalizes sound ley& by 10 do during the hours from le Pm' to 7 AM. E�r practical ovrposes., the ala. aria Care usuatly interchangeable, DU ts somehmes Written as 1_„.in aa (Oetihef) A unit that descsibes the otograude of a sound with etto a reference sound level near the thrt5hOk1 of heanng. Decibels ate b,„3:ied on a loganthrrac nale and therefore cannot be added anti - The equwaient s sa0 IVwelghted sound lava taat, to a stated period of time, would conrein the seine atotibt,c 'energy as tho Wm -varying sound levei durirsgtfw -Arne period. 920 Etayswategr ResKiences Environmental Noise Study lfi Aonl 2019 Page 2 City Noise Standards The City of Burlingame's Noise Elementrequires that the indoor noise level in residential units of all new residential dwellings not exceed Dlid. 45 dB with windows dosed, which is consistent with the State standard. NOISE ENVIRONMENT The project is a four-story multi -family residential building in the City of Burlingame, at the corner of Bayswater Avenue and Myrtle Road. The project :site is located near Caltrain railroad tracks, and the noise environment is dominated by train noise. 1 o quantify the existing noise environment at the project site, we conducted long-term noise measurements between 30 and 6 December 2018. We placed three noise monitors at a height of 12 feet above grade.. Figure I summarizes the measurement locations and measured noise levels. Based on our measured data, we calculated the expected DNL and La(h) at the various facades and elevations. We did not receive projected future traffic volumes for the roadways, so we have added sla to the measured noise levels to account for future traffic increases. ANALYSIS AND RECOMMENDATIONS Using the project floor plans and elevations we received on 28 November 2018, we calculated the window and extr-_srior door STC 6 ratings needed to meet the project criteria. We used the following a,ssumptkins: • Bedrooms wiH be carpeted and other residentiei rooms will have hard floor finisnes • Where indicated with an asterisk (') on the attached figures, the exterior wall consists of an insulated staggered -Stud aSsembly with two layers of gypsum board on the interior, and cement plaster on one laver of plywood on the exterior • Our calculations do not include a safety factor Figures 2 thru 4 show the STC ratings needed to meet the City and State criteria. Due to the bloat nature of the train and its horn, the acoustical test reports for the project windows will need to be reviewed and compared to the noise spectrum measured atthe site. The recommended STC ratings are for full window assemblies (glass and frame) rather than just the glass itself. Tested sound -rated assemblies should be used. For reference, typical one -Inch 4 silty akiliNanle r.o,se Eiernerst of tire -General Mara 1975 The California partment of Tra54$31MtatiOrt es5umes a traffic volume Ind -ease of three -percent per year, Which corresponds to a 1 dE increase IN Disk. over a ten-year period, • STC (Sound Trawnls5ron Class) - A single-reonber rating defined tn ASTh E90 that quantifies the airborne sound instilebng nfAlbrieultste of a paztitAir, u, is WbOtattitY COtzditions. Incoluing SIC ratings toff:Vend eta improved airborne Wog insulation. TX3 Rzycwxter Res•rrent-0,; 16 April 0)19 ' Sctiter rflow,r4ertai Not away Pttoe 3 glazing assemblies (two 1/4aricti thick loans with 1/2-inch airspace) athletic a, STC rating of 32+ Where STC ratings above 33 are required, at least one pane will need to be laminated. Where residential windows need to be closed to achieve an iridoot DM_ of 45 dB, an alternative method of supplying fresh air (e.g., mechanical ventilation) should be provided. 'This applies to all project residences. This issue should be discussed. with the project mechanical engineer, This CorldlICiPS our envircamiental noise study for the 920 Bayswater Residences project If you have any questions, please give its a call, Sincerely, CHARLES M. SALTER ASSOCIATES Nathan Sistek Consultant Enclosure Valerie Smith, PE Senior Associate • • • • 'ftsemni•:. &Alter -6 job no. B6079 1)- drawn 0 a L 1st Plan Check Submittal 02/05/2019 O 2nd Plan Check Submittal 04/12/2019 _c 3rd Plan Check Submittal 06/07/2019 E 4th Plan Check Submittal 09/09/2019 a) a) submittal revision date L (1J 0 c (‘1 co '46 co@ • consultant: N (16 c c (16 cri a.) Zo owner: (T1 96 0 "w(7) 0_ _c 0 a c 0 0 _c a) 0 -0 0 a ,0 0)c (0 _C -0 E CO a CD 0 )) 0 all ideas, designs and plans represented by this drawing are the exclusive property of withee malcolm REVIEWED FOR CODE COMPLIANr DEC 1 9 2019 BUREAU VERITAS NORTH AMERICA, INC. FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 ACOUSTICAL REPORT SHEET TITLE SHEET No A091 4th P.C. SUBMITTAL 09/09/2019 Plot Date • 9/9/2019 9:23:40 AM Local File: 0 \Lisers\rrnarinelarenalDocurnents‘B6079_Cornposite_2019_RMarinelarena rvt Consultant File Background Info BAYSWATER AVE. MMU ZONE Lu 0 N co 188'-51/2" UNDERGROUND TRANSFORMER & VAULT PROPOSED GAS METER • • • • • I • • • • • • • • • • •.�^ 1010i i' LANE/ e�pPEj 2 II0'-0" Y FRONT SETBACK .00 0 •N UNDERGROUND TRANSFORMER & VAULT EXISTING 2 STORY APARTMENT BLDG. FRONT SETBACK PROPERTY LINE 100.02' ±100'-0" • 20' - 0" REAR SETBACK 4101,•.. EXIT STAIR 01 BASEMENT P2 TO ROOF LEVEL MYRTLE RD. 306' - 8 1/2" DOUBLE CHECK DETECTOR ASSEMBLY AT GRADE . ssssss..�.s..�.ss �.r. .s.ss.cssss•.�. PROPERTY LINE 238.33' PROPERTY LINE 238.34' 11'-8" )G 15 EXIT STAIR 03 BASEMENT P2 TO ROOF LEVEL 1.ss111,110sss-4111111ss��ss.sMI..•1so..a s.• a 7..e.•s.s.- ss• 11MINOss•.IM•..sIIIIMMI rg-0" • ir EXISTING 3 STORY APARTMENT BLDG. ± 218.34' LOBBY EXISTING 1 LEVEL CARPOT 1 20' - 0" SETBACK LLOCK BOX TO INCLUDE MASTER I KEY TO THE METER ROOM, A 1 MASTER KEY FOB AND A GARAGE i DOOR OPENER. I VERIFY EXACT LOCATION WITH OWNER AND PG&E EXIT STAIR 06 BASEMENT P1 TO GROUND LEVEL EXISTING 2 STORY APARTMENT BLDG. OVERALL SITE PLAN G15) 0) ♦ EXISTING ADJACENT ON SITE PARKING EXISTING ADJACENT 1 STORY COMMERCIAL BUILDING EXISTING 1 LEVEL GARAGE EXISTING 1 STORY APARTMENT BLDG. SCALE: 1116"=1'-0" 0 8' 16' 32' 48' SITE PLAN LEGEND SITE PLAN NOTES -411111••••••11111110- ACCESSIBLE FH • EXISTING FIRE HYDRANT TRUCK FIRE DEPARTMENT HOSE PULL RADIUS FOR 35' LADDER -FOLDED TO 17' ACCESSIBLE PATH OF TRAVEL NOTES: 1. ADJOINING PUBLIC AND PRIVATE DURING CONSTRUCTION, REMODELING PROVIDED FOR FOOTINGS, FOUNDATIONS, MADE TO CONTROL WATER DEMOLITION ACTIVITIES. THE MADE SHALL PROVIDE WRITTEN ADVISING THEM THAT THE EXCAVATION BUILDINGS SHOULD BE PROTECTED 2. ANY OBSTRUCTION THAT OVERHANGS 80 INCHES ABOVE THE WALKING OBSTRUCTION. EXCEPTION: BE 78" MIN ABOE THE FINISH 3 CONSTRUCTION IN THE PUBLIC PROPERTY LINES OR INTO THE DEPARTMENT 4. PEDESTRAINS SHALL BE PROTECTED DEMOLITION ACTIVITIES AS REQUIRED 5.CONTRACTOR TO COMPLY PROVIDING A WRITTEN NOTICE THEM WHEN EXCAVATION DEEPER AND LOCATED LESS THAN EXCAVATION AND THAT THE ADJOINING BUILDINGS SHALL BE DELIVERED NOT LESS DATE OF EXCAVATION. (CA CIVIL THE FIRE PROTECTION UNDERGROUND THE BURLINGAME BUILDING SPRINKLER SYSTEM AND FIRE CENTRAL COUNTY FIRE DEPARTMENT HAS BEEN SUBMITTED AND APPROVED 7. APPROVED EMERGENCY RADIO THROUGHOUT THE BUILDING. ACCOMMODATE REQUIRED RADIO RESPONDER RADIO SYSTEM OBTAINED THROUGH THE CENTRAL PROPERTY SHALL BE PROTECTED FROM DAMAGE AND DEMOLITION WORK. PROTECTION MUST BE WALLS AND ROOFS. PROVISIONS SHALL BE RUNOFF AND EROSION DURING CONSTRUCTION OR PERSON MAKING OR CAUSING AN EXCAVATION TO BE NOTICE TO THE OWNERS OF ADJOINING BUILDINGS IS TO BE MADE AND THAT THE ADJOINING A PEDESTRIAN WAY SHALL BE A MINIMUM OF SURFACE AS MEASURED FROM THE BOTTOM OF THE DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITED TO FLOOR OR GROUND RIGHT OF WAY AND PROJECTION BEYOND THE ALLEYS SHALL COMPLY WITH CENTRAL COUNTY FIRE DURING CONSTRUCTION, REMODELING AND BY CENTRAL COUNTY FIRE DEPARTMENT 11. STRUCTURES AND OUTDOOR STORAGE UNDERNEATH HIGH VOLTAGE TRANSMISSION LINES (66 KILOVOLTS OR GREATER) SHALL COMPLY WITH FIRE CODE 316.6 AND CENTRAL COUNTY FIRE DEPARTMENT. ANY PROPOSED CONSTRUCTION OR LAND USE WITHIN 100 FEET OF THE DRIP LINE OF HIGH VOLTAGE TRANSMISSION LINES SHALL BE SUBJECT TO REVIEW BY THE FIRE MARSHAL. �\ 20. A FIRE SAFETY AND EMERGENCY EVACUATION PLAN SHALL BE PREPARED AND MAINTAINED FOR THE OCCUPANCIES SPECIFIED IN FIRE CODE 404 .2 AS REQUIRED BY FIRE CODE 404.1. SUBMIT FIRE SAFETY AND EMERGENCY EVACUATION PLANS TO THE REGIONAL FIRE PREVENTION INSPECTION OFFICE FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY 21. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE SECTION 903.3 AS REQUIRED FOR THE USES SPECIFIED IN BUILDING CODE CHAPTER 4, BUILDING AREA INCREASE ALLOWANCES SPECIFIED IN BUILDING CODE SECTIONS 506 AND 507 AND THE OCCUPANCY GROUPS SPECIFIED IN BUILDING CODE SECTION 903.2. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901 2 ENSURE PROPER DRAINAGE IN ACCORDANCE WITH THE CITY OF BURLINGAME ENGINEERING STANDARDS IS AVAILABLE FOR THE SPRINKLER MAIN DRAIN AND INSPECTOR TEST. THIS ITEMS MAY DRAIN DIRECTLY TO LANDSCAPE OR IN THE SEWER WITH AN AIR GAP. 22. PROVIDE AN APPROVED STANDPIPE SYSTEM IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN NFPA 14 AND BUILDING CODE & FIRE CODE SECTION 905 AS REQUIRED FOR THE USES AND OCCUPANCY GROUPS SPECIFIED IN BUILDING CODE CHAPTER 4 PLUS BUILDING CODE & FIRE CODE SECTION 905.3. STANDPIPES SHALL BE LOCATED ACCORDING TO THE PROVISIONS SPECIFIED IN BUILDING CODE & FIRE CODE SECTIONS 905 .3 & 905.4 FOR CLASS I STANDPIPES, 905 .5 FOR CLASS II STANDPIPES AND 905.6 FOR CLASS ILL STANDPIPES. STANDPIPE SYSTEM PLANS SHALL BE SUBMITTED TO THE CENTRAL COUNTY FIRE DEPARTMENT PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901.2. 23. EACH STANDPIPE SHALL BE EQUIPPED WITH AN APPROVED 2 1/2 INCH OUTLET NOT LESS THAN 2 FEET NOR MORE THAN 4 FEET ABOVE THE FINISHED FLOOR. STANDPIPE OUTLETS LOCATED IN STAIRWAY ENCLOSURES OR SMOKEPROOF ENCLOSURES SHALL BE LOCATED ON THE MAIN STAIR LANDING AND SO LOCATED THAT THE DOOR SWING DOES NOT INTERFERE WITH THE USE OF THE OUTLET. NO POINT WITHIN A NON- SPRINKLERED BUILDING REQUIRING STANDPIPES SHALL BE MORE THAN 130 FEET TRAVEL DISTANCE FROM A STANDPIPE OUTLET CONNECTION. FIRE CODE 905.2.1.3 24. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED IN ALL OCCUPANCY GROUPS AND AT SUCH LOCATIONS AS REQUIRED BY FIRE CODE 906 AND CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1, CHAPTER 3 25. PROVIDE AN APPROVED MANUAL FIRE ALARM OR AUTOMATIC SMOKE DETECTION SYSTEM IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN FIRE CODE 907 AS REQUIRED FOR THE USES SPECIFIED IN BUILDING CODE CHAPTER 4 PLUS THE OCCUPANCY GROUPS AND USES SPECIFIED IN FIRE CODE 907 2 THROUGH 907.2.29. FIRE ALARM AND SMOKE DETECTION PLANS SHALL BE SUBMITTED TO THE FIRE ALARM PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901.2 26. IN THE EVENT OF POWER SUPPLY FAILURE AN EMERGENCY ELECTRICAL SYSTEM SHALL ILLUMINATE THE MEANS OF EGRESS SYSTEM FOR A DURATION OF NOT LESS 90 MINUTES IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE 1006.3 & 1006.3.1 27. DOORS IN THE MEANS OF EGRESS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT AS SET FORTH IN BUILDING CODE 1008.1.9 28. APPROVED EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AS REQUIRED BY BUILDING CODE 1011.1; AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AS REQUIRED BY SECTION 1011.3 IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN SECTIONS 1011 5 AND 1011.6. NOTE: ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION. 29. VISUAL SCREEN BARRIERS OR OTHER OBSTRUCTIONS SHALL NOT BE INSTALLED ON THE ROOF OF ANY BUILDING IN SUCH A MANNER AS TO OBSTRUCT FIREFIGHTER ACCESS OR EGRESS IN THE EVENT OF FIRE OR OTHER EMERGENCY . PARAPETS SHALL NOT EXCEED 48 INCHES FROM THE TOP OF THE PARAPET TO THE ROOF SURFACE ON MORE THAN TWO SIDES. FIRE CODE 504.5 30. FIRE DEPARTMENT VEHICULAR FIRE LANE SHALL ACCOMODATE A MINIMUM WEIGHT OF 55,000 LBS. 31. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO FIRE 150' 12. THE AREA OF FIRE FIGHTING OPERATIONS, AS DETERMINED BY THE FIRE CODE OFFICIAL, SHALL NOT BE LOCATED UNDERNEATH HIGH VOLTAGE TRANSMISSION LINES. FIRE CODE 503.2.9 13. FIRE APPARATUS ACCESS ROADS AND STRUCTURES LOCATED NEAR HIGH -VOLTAGE TRANSMISSION LINES SHALL BE POSTED WITH APPROVED SIGNS STATING CAUTION OVERHEAD HIGH -VOLTAGE TRANSMISSION LINES AS REQUIRED BY FIRE CODE 503.3 1. SPECIFIC SIGN LOCATIONS SHALL BE DETERMINED BY THE FIRE INSPECTOR. 14. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS , AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED IN ACCORDANCE WITH MULTI -TENANT BUILDINGS SECTION 18.08.015 SECTION 501.2 BURLINGAME MUNICIPAL CODE. 15. AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRE CODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR. 16. THE REQUIRED FIRE FLOW FOR A SINGLE PRIVATE ON -SITE FIRE HYDRANT AT THIS LOCATION IS 1625 GPM AT 20 PSI RESIDUAL PRESSURE. IF MORE THAN ONE ON -SITE FIRE HYDRANT IS REQUIRED, THE ON -SITE FIRE FLOW SHALL BE THE SAME AS REQUIRED FOR PUBLIC FIRE HYDRANTS IN ACCORDANCE WITH APPENDIX TABLE B105.1. FIRE CODE C106 17. ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2-1/2", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH CENTRAL COUNTY FIRE DEPARTMENT 18. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO BEGINNING CONSTRUCTION. FIRE CODE 501.4 19. A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM IN ACCORDANCE WITH FIRE CODE 907.5 AND BUILDING CODE 907.5 SHALL BE IN GROUP R1 AND R-2 OCCUPANCIES AS REQUIRED BY FIRE CODE 907.2.8.1 AND BUILDING CODE 907.2.8.1 FOR GROUP R-1 OCCUPANCIES ; FIRE CODE 907.2.9.1 OR BUILDING CODE 907.2.9.1 FOR GROUP R-2 OCCUPANCIES. FIRE ALARM PLANS SHALL BE SUBMITTED TO THE FIRE ALARM PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. b - TURNING A.D.A. PATH OF TRAVEL 1. TRAVEL RAMP 2%. WITH 2. DEVELOPMENT RAMPS", 3. 4. 5. I NO ABRUPT CHANGES SHOWN. SLOPE IS PROVIDED CROSS WHERE PROVIDED, HANDRAILS AND EDGE SEE ADDITIONAL NOTES & ACCESSIBLE "RAMPS (INTERIOR SEE CIVIL DOCUMENTS ALL SIDWALKS ALONG (SEE CIVIL) INSPECTOR6. TO VERIFY KNOX BOX TRUNCATED DOME. I I I - - - - IN ELEVATIONS ALONG PATH OF IN DIRECTION OF TRAVEL SHALL NOT EXCEED 5% UNLESS A -SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED RAMPS SHALL COMPLY WITH CBC/ADA AND SHALL BE PROVIDED PROTECTION AS REQUIRED BY CBC ON SHEET A040, INCLUDING BUT NOT LIMITED TO "SITE ROUTE OF TRAVEL", "WALKS AND SIDEWALKS", "CURB AND EXTERIOR)", AND "HAZARDS ON ACCESSIBLE ROUTES" FOR GRADES AND SLOPES ACC. ROUTE SHALL BE 48" WIDE MIN. IN CLEAR WIDTH ACCESSIBLE ROUTE �� WITH PROTECTION OF ADJOINING PROPERTY BY TO THE OWNERS OF ADJOINING BUILDINGS ADVISING THAN FOUNDATION OF THE ADJOINING BUILDING DEPTH TO THE PROPERTY LINE IS TO BE MADE SHOULD BE PROTECTED. SAID NOTIFICATION THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING CODE SECTION 832,3307.1) �- SHALL BE SUBMITTED AND APPROVED BY DEPARTMENT PRIOR TO INSTALLATION THE FIRE STANDPIPE SYSTEM WILL NOT BE APPROVED BY THE UNTIL THE FIRE PROTECTION UNDERGROUND BY THE BURLINGAME BUILDING DEPARTMENT. COMMUNICATION CAPABILITY IS REQUIRED IF BUILDING CONSTRUCTION/LAYOUT CANNOT COMMUNICATION STRENGTH, AN EMERGENCY IS REQUIRED THROUGHOUT PERMIT REQUIRED TO BE COUNTY FIRE DEPT. PRIOR TO INSTALLATION. EXCEED THREE DAYS. NO WORK ON SUNDAYS AND HOLIDAYS HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110. MONDAY THROUGH FRIDAY: 8AM TO 7PM SATURDAYS: 9AM TO 6PM FIRE FLOW CALCULATION SEE DETAIL )6/A054) FIRE LADDER STAGE AREA UP TOTHIRD RESCUE FLOOR LOT LINES �� IMAGINARY THE REQUIRED FIRE FLOW FOR FIRE HYDRANTS AT THESE LOCATION IS 1625 GPM MIN., AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF 2 HOUR OVER AND PROPERTY LINES /2\ - - ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 507.3 AND APPENDIX B. TYPE OF CONSTRUCTION PER THE BUILDING CODE TYPE VA ▪ job no. a) ▪ drawn B6079 submittal 0 4th Plan Check Submittal 5th Plan Check Submittal U 0 • 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 09/09/2019 10/22/2019 U a) 0 a Revision 2 - 3rd P.C. Submittal 06/07/2019 a) 0 4- O • revision date C (0 L a) L 0 c (0 a a) a) 0 a) co a) L • consultant: N 0 C U a) U owner: rtL�( c O W nL` a) L a Cn a a) a) a a) 0 a) ID a a) c0 U U L c0 t0 L a 0 L a) X a) a) (0 c0 Q a) a) 0 CO t0 - SHEET TITLE (0 co C N a) 0 Cl) a) 0 Revision 1 - 2nd P.C. Submittal 04/12/2019 A >- z f EVIE' WED FOR CODE COMPLIANCE DEC 19 2019 a' BUREAU VERITAS NORM AMERICA, INC. 0 U >- F- cc LU a cc CC a w 0 tL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 O M O 0 tic 0 U) 0 -J a) 3- Co OVERALL SITE PLAN SHEET No A100 5th P.C. SUBMITTAL 10/22/2019 Plot Date 10/2112019 3 26:14 PM Local File C il- ser:4;7 rrlarinelafena\D<>t;t-;W; er.ts060 9 C rrlaao:i=.f 201'✓- R'tilariraeiaren_a rvt BAYSWATER AVE. FA) 188'-51/2" PROPOSED GAS METER FH• . r L_ PROPERTY LINE 161.78' f EXISTING 2 STORY APARTMENT BLDG. PROPERTY LINE 100.02' ±100'-0" MYRTLE RD. 306' - 8 1/2" EXIT STAIR 02 1ST FLOOR TO ROOF LEVEL EXIT STAIR 01 BASEMENT P2 TO ROOF LEVEL EXISTING 3 STORY APARTMENT BLDG. EXISTING 2 STORY APARTMENT BLDG. DOUBLE CHECK DETECTOR ASSEMBLY AT GRADE PROPERTY LINE 238.34' EXISTING 1 LEVEL GARAGE EXISTING 3 STORY APARTMENT BLDG. ± 218.34' EXIT STAIR 03 BASEMENT P2 TO ROOF LEVEL FH EXISTING 1 LEVEL CARPOT LOCK BOX TO INCLUDE MASTER KEY TO THE METER ROOM, A MASTER KEY FOB AND A GARAGE DOOR OPENER. VERIFY EXACT LOCATION WITH OWNER AND PG&E PROPERTY LINE 150.04' EXIT STAIR 06 BASEMENT P1 TO GROUND LEVEL EXISTING 2 STORY APARTMENT BLDG. FIRE DEPARTMENT ACCESS PLAN EXISTING ADJACENT ON SITE PARKING EXISTING ADJACENT 1 STORY COMMERCIAL BUILDING EXISTING 1 LEVEL GARAGE EXI STING 1 STORY APARTMENT BLDG. SCALE: 1/16"=1-0" 0 8' 16' 32' 48' SITE PLAN LEGEND SITE PLAN NOTES FH * EXISTING FIRE HYDRANT 1. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK. PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, WALLS AND ROOFS. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE PROTECTED 2 ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITED TO BE 78" MIN ABOE THE FINISH FLOOR OR GROUND 3 CONSTRUCTION IN THE PUBLIC RIGHT OF WAY AND PROJECTION BEYOND THE PROPERTY LINES OR INTO THE ALLEYS SHALL COMPLY WITH CENTRAL COUNTY FIRE DEPARTMENT 4. PEDESTRAINS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY CENTRAL COUNTY FIRE DEPARTMENT 5.CONTRACTOR TO COMPLY WITH PROTECTION OF ADJOINING PROPERTY BY PROVIDING A WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM WHEN EXCAVATION DEEPER THAN FOUNDATION OF THE ADJOINING BUILDING AND LOCATED LESS THAN EXCAVATION DEPTH TO THE PROPERTY LINE IS TO BE MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE OF EXCAVATION. (CA CIVIL CODE SECTION 832,3307.1) 6 KNOX BOX TRUNCATED DOME. SEE DETAIL E6/A0544] FIRE RESCUE LADDER STAGE AREA UP I IL I TO THIRD FLOOR __ _ __ - - - - IMAGINARY LOT LINES THE REQUIRED FIRE FLOW FOR FIRE HYDRANTS AT THESE LOCATION IS 1625 GPM MIN., AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF 2 HOUR OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 507.3 AND APPENDIX B. TYPE OF CONSTRUCTION PER THE BUILDING CODE: TYPE VA PROPERTY LINES -d job no. a) :Q drawn -c B6079 o Q submittal co c 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 5 4th Plan Check Submittal 09/09/2019 0 5th Plan Check Submittal 10/22/2019 O O c revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A A A A A consultant: owner: REVIEWED FOR CODE COMPLIANCL DEC 192019 UUREAU VERITAS NORTH AMERICA, INC. CC a) O wcPcr Q (1) U ca � m cm Q •L LLI O) co >- zo Qri O o o cr; 0 HO cico W 3 O S cc a) Wir o a' LL o0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 FIRE DEPARTMENT ACCESS PLAN SHEET TITLE SHEET No Al 00-F 5th P.C. SUBMITTAL 10/22/2019 Plot Date 10/2 ,/2019 3 28:10 PM Local File ._, iLiser: rnarineiarena,,✓?>r .irnents`,L 60 9_Com;};;sE e_2019_I?Mar€nela: Ana rit Consultant File Background Info COMPOSITE BUILDING PLAN NOTES job no. B6079 A321 i 1 '\A321 v M OPENING FCIR P2 MAKE-UP AlI(z ABOVE i+ G1 ) 88' - 9 3/8" +/- Gy3 OVERALL BASEMENT P2 FLOOR PLAN 6 A321/ 9) SEE (T/A200b SEE (71JA200a G10 I I 306' - 8 1/2" i i i \A321 4 i A321% (YY) r"rl S -111=1TI__ I I�1 11-1 I IIII_-i 1-1 I II-=1' 1=1 1 1__ I I-1 I-1 -i 11=11 EI 11=111=111=11-1111 1=1 11. 111111=1 1-11 -I 11=111=1:1=1 i t=111-1TT1 I Imo; 1-TI=1 _-ABOVE FOR P2 MAKE-UP AIR /GDI (G D 9 (G� NOTE: PARKING STALLS WITH "RESIDENT" LABEL DO NOT NEED TO BE STRIPPED 1. COMPOSITE BUILDING PLANS ARE PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, AND OVERALL BUILDING DIMENSIONS, AND BUILDING COMPONENTS NOT OTHERWISE SHOWN ON ENLARGED PLANS, ETC. REFER TO ENLARGED PLANS FOR INFORMATION NOT HEREON SHOWN. INFORMATION AT ENLARGED PLANS TAKES PRECEDENT OVER INFORMATION HEREWITH SHOWN. WHEN CONFLICTS EXIST OR INFORMATION IS UNCLEAR CONSULT WITH ARCHITECT BEFORE PROCEEDING. DIMENSIONS SHOWN UNLESS OTHERWISE NOTED OR INDICATED ARE TO THE FACE OF STUD. 3. ALL EXTERIOR WALLS TO RECEIVE SHEATING. ALIGN EDGE OF SHEETING WITH EDGE OF CONCRETE SLABNVALL BELOW 4. REFER TO SHEET ! A811 1 A812 OR TYPICAL FLOOR AND WALL ACOUSTIC ISOLATION REQUIREMENTS. 5. REFER TO E/A022)SHEET FOR BUILDING CODE EXITING, OCCUPANT LOAD AND TRAVEL DISTANCE CODE COMPLIANCE INFORMATION. 6. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGN, LOCATIONS, TYPE AND CIRCUITING FOR EXIT SIGNS REQUIRED PER C.B.C. SECTION 1011 AND CODE SUB -SECTIONS THEREIN. 7. REFER TO ELECTRICAL PLANS FOR ALL FOOT-CANDLE DISTRIBUTION PLANS FOR LIGHT LEVEL COMPLIANCE WITH C.B.C. SECTION 1006.2 SECTION 1006.4. 8. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDED AND ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS (1011.2 -1011.5.3). 9. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND CHAPETER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX) 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. (1006.1 & 1006.2) 11. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MIN. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRED TO HAVE TWO OR MORE MEANS OF EGRESS. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 12. EMERGENCY LIGHTING SHALL BE PROVIDED AT EXTERIOR LANDINGS OF EXIT DISCHARGE DOORWAYS FOR BUILDINGS REQUIRED TO HAVE MORE THAN ONE EXIT. SECTION 1006.3 13. PROVIDE FIRE/SMOKE DAMPERS AT DUCT PENETRATIONS OF 1-HOUR CORRIDOR WALLS 14. WALL, FLOOR, AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9 15. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804 16. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY WITH THE PROVISIONS OF CBC 806 17. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION 718.2 IN THE FOLLOWING LOCATIONS: A. FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS VERTICALLY AT THE CEILING/FLOOR LEVELS & HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS B/W CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & B/W CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1009.9.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20' IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING 18. ALL LOCATIONS OF GRADE LEVEL PARKING (OTHER THAN VEHICULAR RAMP) SHALL NOT BE SLOPED MORE THAN 1/4" PER FOOT. 19. ELEVATOR BUILDINGS WILL PROVIDE ACCESSIBILITY FOR THE DISABLED TO AND THROUGH ALL COMMON AREAS OF THE BUILDING, ACCESS TO ALL UNITS, AND ACCESS WITHIN UNITS PER C.B.C. 11B. ELEVATORS TO COMPLY WITH CAB AND INSTALLATION REQUIREMENTS OF C.B.C. 11B-407. 20. WALKWAYS, BALCONIES, CORRIDORS, EXIT SHALL NOT HAVE A CROSS SLOPE (SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL) MORE THAN 2% 21. LEVEL LANDINGS (SLOPE LESS THAN 2% IN ANY DIRECTION) MUST BE PROVIDED ON BOTH SIDES OF ALL DOORS PER CBC. THRESHOLD TOTAL CHANGE IN LEVEL SHALL NOT EXCEED 1/2" HEIGHT OF FLOOR LEVEL CHANGE INCLUDING HEIGHT OF THRESHOLD PLATE (NOTE THAT 1/2" LEVEL CHANGE MUST BE TAPERED 1/4" AT A TIME AS REQ'D PER CBC) 22. PROJECTIONS FROM WALLS LESS THAN 80" ABOVE FINISHED FLOOR SHALL NOT PROJECT MORE THAN 4" FROM THE WALL SURFACE OR MUST HAVE FLOOR LEVEL BARRIER S 27" MIN. HIGH MEETING CBC CAIN REQUIREMENTS. 23. PARKING GARAGES SHALL HAVE AN UNOBSTRUCTED HEADROOM CLEARANCE OF NOT LESS THAN 7' ABOVE FINISHED FLOOR (EXCLUDING THE FIRST 4.5' ABOVE HOOD OF PARKING STALL WHERE CLR HEIGHT IS ALLOWED TO BE LOWER PER MUNICIPAL CODE). SEE DETAIL (5/A8g 24. ALL ENTRANCES AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESS TO ACCESSIBLE PARKING STALLS 25. PROVIDE AN APPROVED FIRE ALARM SYSTEM PER NFPA 13 OR 13R AND CFC 907.2.9, SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. 26 FLOOR AND WALL FINISH AROUND AND WITHIN 2' PERPENDICULAR TO ALL PRIMARY NON-RESIDENTIAL ENTRIES SHALL OF NONABSORBENT MATERIAL (STUCCO, TILE, EXPOSED CONCRETE, OR OTHER APPROVED NONABSORBENT MATERIAL) 27. FOR BLDG. HEIGHT AND AREA INFO SEE (1 A053) 28. FOR ASSEMBLIES, FIRE RATINGS, AND EXITING DIAGRAMS SEE -I A022 1 A810 THRU El A818) 29. FOR ACOUSTICAL DETAILS AND INFO SEE DETAILS ON SHEET E I A811 30. FOR CBC 11A ACCESSIBILITY GENERAL NOTES WITHIN ADAPTABLE UNIT SEE: 31. FOR CBC 11B ACCESSIBILITY GENERAL NOTES WITHIN MOBILITY UNITS AND COMMON AREAS SEE NOTES SERIES STARTING ON 32. FOR ACCESSIBILITY GENERAL SIGNAGE SEE U ( / A053'I 33. FOR BUILDING PROTECTION FROM VEHICLES REFER TO DETAILS: 34. FOR CONCRETE JOINT DETAILS SEE: 35. FOR FIRE RATED PENETRATIONS, SEE SHEETS: / A8104THROUGH(-/ A810- & DETAILS 36. FOR 1 & 2 HOUR TYPICAL WALL INTERSECTION DETAILS SEE 0-21A811 14/A811 &(I416 COMPOSITE BUILDING PLAN LEGEND 1A1 L201 j 10 I t1/2„ DS-1 DS-2 BOXED NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS INTENDED TO BE THE LEGAL ADDRESS. INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INSTALL PER 11/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ILLUMINATED EXIT SIGN - SEE ELECT. DWGS. EXIT SIGNS SHALL BE ILLUMINATED IN ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. OCCUPANT LOAD SIGN. SIGN SHALL BE OF APPROVED LEGIBLE DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT CLASS I STANDPIPE WITH OUTLET AT EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL (SEE FIRE DRAWINGS) INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS INDICATES DOWNSPOUT TO DISCHARGE TO PLANTER INDICATES DOWNSPOUT THRU PODIUM SLAB, PAVERS OR GRADE INDICATES A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143A FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal revision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 n A A A consultant: owner: REVIEWED FOR CODE COMPLIANCE DEC 19 2019 UREAU VERITAS NORTH AMERICA, I1:ii`. CC a) CD L1J c a, a? U ct3 ai- cf) E CO O) W >- z a 0 >- >- H cc a 0 CC cC 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL BASEMENT P2 FLOOR PLAN SHEET TITLE A101 Plot Date: 9/9/2019 10:02 34 AM Local File:C.\iiserstrrnarineiarena\Docu:m:e.nts\B6O79_0ornpo°site_2019_RMarinelarena.rvt SCALE: 1/16"=1'-0" 0 8' 16' 32' 48' STEEL GRATING / VENTILATION SHAFT OPENING - SEE SHEET A866 FOR VENTILATION SHAFT SECTIONS & DETAILS - - - - - IMAGINARY LOT LINES - ---- ------ PROPERTY LINES SHEET No 4th P.C. SUBMITTAL 09/09/2019 ~ -= .� .� .� ~w - � ^�x�M���x��U��� BUILDING U UKU U�U�K»� PLAN �Ux������ COMPOSITE �8��K�~K ��~�U U �~ ��K�KU K �UU���� �=8 ��kU�� NOTES U �~�-� ����"�"" ����" " �� ����"����""~��� " �� ""~ "~�� " ���� job TJ . 0 � '-'- ^� OD � ` � � CV) � ` CP � ~ nPEwwmF RiP1 V � , r�_--_�� � i ~ 1(l13' ELECT/MPOE RM. 20'0" � � � � = 3) i �4) TURNAROUND 1S1� 'AREA �����UU ������������U����U�� OVERALL ��U��-��-�_ BASEMENT K- � FLOOR PLAN � � RESIDENT ou vSITOR 26 GEE SEE a' RESIDENT RESIDENT ----- ---- _ 61 ou . . . .. . . ... .... MECH EX�AUS SHAFT FOR ABOVE OPENING ABOVE AIR :'2.O96RAMP DOWN <-2.0% RAMP DOWN ` BIo,oLE ......... REPAIR ' OPENING ABOVE FOR p1MAKE-UP AIR | >3 � U DOUBLE CHECK DETECTOR xssEmac/ ADE wALuasAw :ABOVE X. �°,°,°, ,`.°,=, BOILER RM. | STORAGE -------'~�718i2O ELEV. EQUIP. RM � � |NVERTERFRQOM ` V � � , � � � , � � � , � � � � , � _ - � � � � CGM NOTE: PARKING STALLS WITH "RESI[lENT"LABEL [][] NOT NEE[) TO BE STRIPPED t COMPOSITE BUILDING PLANS ARE PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, AND OVERALL BUILDING DIMENSIONS, AND BUILDING COMPONENTS NOT OTHERWISE SHOWN ON ENLARGED PLANS, ETC. REFER TDENLARGED PLANS FOR INFORMATION NOT HEREON SHOWN. INFORMATION AT ENLARGED PLANS TAKES PRECEDENT OVER INFORMATION HEREWITH SHOWN. WHEN CONFLICTS EXIST OR INFORMATION IS UNCLEAR CONSULT WITH ARCHITECT BEFORE PROCEEDING. l DIMENSIONS SHOWN UNLESS OTHERWISE NOTED ORINDICATED ARE TOTHE FACE OFSTUD. 3. ALL EXTERIOR WALLS TO RECEIVE SHEATING. ALIGN EDGE OF SHEETING WITH EDGE OF CONCRETE GLABMALLBELOVV 4. REFER TOSHEET -/AM1 '/A8i2 ORTYPICAL FLOOR AND WALL ACOUSTIC ISOLATION REQUIREMENTS. S REFER TO A02� SHEET FOR BUILDING CODE EXITING, OCCUPANT LOAD AND TRAVEL DISTANCE CODE COMPLIANCE INFORMATION. G. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGN, LOCATIONS, TYPE AND CIRCUITING FOR EXIT SIGNS REQUIRED PER C.B.0 SECTION 1O11AND CODE SUB -SECTIONS THEREIN. 7. REFER TO ELECTRICAL PLANS FOR ALL FOOT-CANDLE DISTRIBUTION PLANS FOR LIGHT LEVEL COMPLIANCE WITH C.B.C.SECTION 1OO8.2SECTION 1OO8.4. K EXIT SIGNS SHALL BE INTERNALLY OREXTERNALLY ILLUMINATED ATALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDED AND ILLUMINATION OF NOT LESS THAN 0OMIN. |NCASE OFPRIMARY POWER LOSS (1O112 1011.5.3). 9. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND CHAPETER 27. EXTERNALLY ILLUMINATEDEXIT SIGNS SHALLCOMPLYWITH THE GRAPHICSAND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 10116.3 RESPECTIVELY. WHEN THE FACE OF AN EXITSIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX) 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BYTHE MEANS OFEGRESS |8OCCUPIED. THE MEANS OFEGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. (1006.1 & 1006.2) 11. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES, ELECTRICAL SUPPLY. KVTHE EVENT OFPOWER SUPPLY FAILURE, ANEMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MIN. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRED TO HAVE TWO 0RMORE MEANS OFEGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE TWO ORMORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. INTERIOR EXIT DISCHARGE ELEMENTS, AGPERMITTED |NSECTION 10271.|NBUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS |NBUILDINGS REQUIRED TOHAVE TWO ORMORE EXITS. 12. EMERGENCY LIGHTING SHALL BE PROVIDED AT EXTERIOR LANDINGS OF EXIT DISCHARGE DOORWAYS FOR BUILDINGS REQUIRED TDHAVE MORE THAN ONE EXIT. GECT|ON1OO83 13. PROVIDE FIRE/SMOKE DAMPERS ATDUCT PENETRATIONS OF1'HOURCORRIDOR WALLS 14. WALL, FLOOR, AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9 15. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804 18. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY WITH THE PROVISIONS OFCBC806 17 FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION 71828NTHE FOLLOWING LOCATIONS: A. FURRED SPACES & PARALLEL ROWS OFSTUDS ORSTAGGERED STUDS VERTICALLY ATTHE CEILING/FLOOR LEVELS & HORIZONTALLY ATINTERVALS NOT EXCEEDING 1OFEET. B AT ALL INTERCONNECTIONS BM CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & BM CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1O08.8.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20'IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING 18. ALL LOCATIONS OFGRADE LEVEL PARKING (OTHER THAN VEHICULAR RAMP)SHALL NOT BE SLOPED MORE THAN 1/4" PER FOOT. 19. ELEVATOR BUILDINGS WILL PROVIDE ACCESSIBILITY FOR THE DISABLED TO AND THROUGH ALL COMMON AREAS OFTHE BUILDING, ACCESS TOALL UNITS, AND ACCESS WITHIN UNITS PERC.B.C.11B. ELEVATORS TO COMPLY WITH CAB AND INSTALLATION REQUIREMENTS OF C.B.C. 1113-407. 20. WALKWAYS, BALCONIES, CORRIDORS, EXIT SHALL NOT HAVE A CROSS SLOPE (SLOPE PERPENDICULAR TOTHE DIRECTION DFTRAVEL) MORE THAN 2& 21. LEVEL LANDINGS (SLOPE LESS THAN 2&KNANY DIRECTION) MUST BEPROVIDED ONBOTH SIDES 0FALL DOORS PER CBC. THRESHOLD TOTAL CHANGE IN LEVEL SHALL NOT EXCEED 1/21, HEIGHT OF FLOOR LEVEL CHANGE INCLUDING HEIGHT OF THRESHOLD PLATE (NOTE THAT 112" LEVEL CHANGE MUST BE TAPERED 1/4'ATATIME ASREO'DPER CBC) 22. PROJECTIONS FROM WALLS LESS THAN 80" ABOVE FINISHED FLOOR SHALL NOT PROJECT MORE THAN 4" FROM THE WALL SURFACE OR MUST HAVE FLOOR LEVEL BARRIER S 27" MIN. HIGH MEETING CBC CAIN REQUIREMENTS. Zl PARKING GARAGES SHALL HAVE ANUNOBSTRUCTED HEADROOM CLEARANCE OFNOT LESS THAN 7 ABOVE FINISHED FLOOR (EXCLUDING THE FIRST 45ABOVE HOOD OF PARKING STALL WHERE CLR HEIGHT |SALLOWED TOBELOWER PER MUNICIPAL CODB.SEE DETAIL 24. ALL ENTRANCES AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESS TO ACCESSIBLE PARKING STALLS 25. PROVIDE ANAPPROVED FIRE ALARM SYSTEM PER NFPA13OR13RAND CFCQO7l9, SUBMIT PLANS FOR APPROVAL PRIOR TOINSTALLATION. 26 FLOOR AND WALL FINISH AROUND AND WITHIN 2'PERPENDICULAR TO ALL PRIMARY NON-RESIDENTIAL ENTRIES SHALL OF NONABSORBENT MATERIAL (STUCCO, TILE, EXPOSED CONCRETE, OR OTHER APPROVED NONAB8ORBENTMATERIAL) 27 FOR BLDG. HEIGHT AND AREA INFO SEE' L/A053\ 28. FOR ASSEMBLIES, FIRE RATINGS, AND EXITING DIAGRAMS SEE' '/AO32 '/A810-' THRU/-/A818l 29. FOR ACOUSTICAL DETAILS AND INFO SEE DETAILS ONSHEET' A811l 30. FOR CBC11AACCESSIBILITY GENERAL NOTES WITHIN ADAPTABLE UNIT SEE: 31. FOR CBC11BACCESSIBILITY GENERAL NOTES WITHIN MOBILITY UNITS AND COMMON AREAS SEE NOTES SERIES STARTING ON' 32. FOR ACCESSIBILITY GENERAL S|QNAGESEE /l\ 33. FOR BUILDING PROTECTION FROM VEHICLES REFER TODETAILS: 34. FOR CONCRETE JOINT DETAILS SEE: 35 FOR FIRE RATED PENETRATIONS, SEE /A@ /A0i0�&DETAILS 36 FOR 1&2HOUR TYPICAL WALL INTERSECTION DETAILS SEEfVK8_11) & A053) �~�x-�����»-���U~�~�~ BUILDING �U AUU K��U�8»�� PLAN �U LEGEND COMPOSITE �8��U�~K ���U U �� ��K 8UU U �UU��K� ��U ��kU�� U �~���~U��U 0 �����"�"" ��,��" " �� ����"����""���� " ��" ""° ����.��"��"°�� A_ 201 BOXED NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OFLOCATION DURING CONSTRUCTION. CONTRACTOR TDPROVIDE THIS NUMBER AFFIXED AND MAINTAINED ATEACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OFCONSTRUCTION. THIS NUMBER |G INTENDED TOBETHE LEGAL ADDRESS. INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER RDMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INSTALL PER 1A18-1-1) BB CABINET OR EQUALWITH 2A,IOB,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC9O6FOR LIGHT HAZARD AREAS 75MAX.TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ILLUMINATED EXIT SIGN ' SEE ELECT. DWGS.EXIT SIGNS SHALL BEILLUMINATED KN ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. OCCUPANT LOAD SIGN. SIGN SHALL BEOFAPPROVED LEGIBLE DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT CLASS | STANDPIPE WITH OUTLET ATEACH FLOOR LANDING AND ONROOF. OUTLET SHALL BENOLESS THAN ZANDNOMORE THAN 4�ABOVE FINISHED FLOOR LEVEL (SEE FIRE DRAWINGS) INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS INDICATES DOWNSPOUT 0DISCHARGE TO PLANTER INDICATES DOWNSPOUT THRUPODIUM SLAB, PAVERS OR GRADE � � INDICATES AMINIMUM VERTICAL CLEARANCE OFDFEET 2INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OFTHE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143AFOR CHARACTER HEIGHT SHALL BEINSTALLED ATTRANSITIONS FROM THE 8FEET 2INCH CEILING TOLOWER CEILING HEIGHTS |NVEHICULAR PASSAGEWAYS |NTHE SAME PARKING LEVEL. � drawn L.. submittal CL (0 1St Plan Check Submittal � 2nd Plan Check Submittal | -F_ W 3[d Plan Check Submittal 4th Plan Check Submittal � c M ^� revision � 0 � � FOR CODE '"~,^~"^~=^°~,°vw�===^====~ DEC1 8 �O�� ��* �" �w^� FORE PROPERTY W I T H E E M A L C O L M ARCHITECTS, LLP 2251 West 190th Street Torrance, C890504 t. 31(].217.8885 f.31[}.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL ������������� w~����~����u�~�~ BASEMENT �- n FLOOR PLAN ���~������ Plot Date: 9/9/201810.O242AM: Local File: C:\Uoem\nnuhnelare 19_RMaineia'eou,wf SCALE:1/16"=1�y O 81 16' 321 48' STEEL GRATING / VENTILATION SHAFT OPENING SEE SHEET A866 FOR VENTILATION SHAFT SECTIONS & DETAILS --'''--' IMAGINARY LOT LINES PROPERTY LINES ������ P.C.N N�~�N��NN~�~ 0 ��N�N �°~��.��o��N~�)N��NN N 0 ���0 09/09/201 9 slab plan notes job no. B6079 drawn (RA `T`kL7, l RB.2 (R B.7 Z71- M Ch N °? N- N N Nkt- ♦ ♦ 1' 31'-6" 7'-0" 1' 1' 31'-6" • 51 18'-41 /8" DS-2 1'-71 /2" 28'-01 /4" G1/7 1' 16'-2 1/2" 21'-11 1/2" 2'-5 3M" OVERALL FIRST FLOOR SLAB PLAN SCALE 1/16" = 1'-0" 8'-101/2"� ,( 4'-4 3!4" SEE 1/A21Ob SEE 1/A210a I 12'-61 /2" 11'-4" 12'-61 /2" 11'-4" 6'-0" 1' 1' 9 5/8"'-8 7/8' 94'-7 3/4" 3'-10 7/8" 9'-4 7/8" 8'-71/2" ' 3'-11 1/8" e 22'-21 /2" WA. ,-DS-2 R7 3 i i i R9 GA 1 RA RR (R B.3 'RC) JiCt 4-3 9 M (F 12 9'-4 7/8" 22'-21/2" iI? 9 CD DS-2 as-2' '----- DS-2 (R15 7'-3 3/8" ‘12'-1 1/2"-- 22'-2" 1/2" F- w 0 0 0 ri DS-2 DS-21 \G15 O DS-2 • 1'-5" • DS-2 69 1-5" N 0 DS-2 E3 N R15 G15 SECOND FLOOR - GARAGE ENTRY SLAB PLAN SCALE 1/16" = 1'-0" (R1 (V) (GAI RA' N— N— �RM SCALE: 1116"=1'-0" 1 CONCRETE SLAB AND WALL OPENINGS AND SLEEVES TO BE VERIFIED AND COORDINATED WITH STRUCTURAL ENGINEER 2 SEE STRUCTURAL PLANS FOR SLAB INFORMATION 3 SEE CIVIL FOR SITE INFORMATION 4 SEE LANDSCAPE PLANS FOR COURTYARD AND PLANTER INFORMATION slab plan legend r // 0" CONCRETE SLAB DEPRESSION, SEE STRUCTURAL AND CIVIL PLANS SLAB DEPRESSION AT COURTYARD/ BALCONIES 5 1/2" STRUCTURAL SLAB STEP (SLOPE STRUCTURAL SLAB TO EDGE/DRAINS AS INDICATED SEE LANDSCAPE FOR COURTYARD SLOPES) SLAB DEPRESSION AT NORTH BLDG ENTRANCE (ELEV- 28 8') 1' - 4" SLAB STEP SLAB DEPRESSION AT TILE FLOOR 1/2" CONCRETE SLAB DEPRESSION AND SLOPE 1/4" MAX TO DRAIN 0" CONCRETE SLAB DEPRESSION, SLOPE TO DRAIN - SEE STRUCTURAL AND CIVIL PLANS SLAB ON GRADE - SEE LANDSCAPE PLAN FOR MORE INFORMATION BRICK PAVER - SEE LANDSCAPE PLAN FOR MORE INFORMATION INDICATES SLAB CHANGE OF ELEVATION, SEE CIVIL PLANS (symbol may not be shown in all locations to avoid cluttering drawing) SLOPE TO DRAIN DS-2 ; INDICATES DOWNSPOUT THRU PODIUM SLAB, PAVERS OR GRADE Q submittal other than 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 5th Plan Check Submittal revision 04/12/2019 06/07/2019 09/09/2019 10/22/2019 date consultant: owner: REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, INC. CC a) CD LJJC o Q � U ca� m Q L CIO OD W FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL FIRST FLOOR SLAB PLAN & SECOND FLOOR GARAGE ENTRY SLAB PLAN SHEET TITLE SHEET No A110 5th P.C. SUBMITTAL 10/22/2019 Plot Date 10121/2019 3 29 00 PM Local File C iiJ_ser°.t;rnarinelar,?nalDocurr;t_nts\B6079_Comix. it _2019_PMarinC?Iar a rvt Consultant File Background Info 0 8' 16' 32' 48' ����U�����U�� BUILDING PLAN ������ COMPOSITE �U��U�°� ���K U �~ ��K 8KU U �UU���� �°U ��kU�� NOTES U �~��� .~ ~~ .~.. ~~ �~ . . �~ �~ �~ . ~~�- . . ~ .=' " ~�" = ~ " ° ~�. " �~�~ ` C14 _ (D _ � ' � ^ / 1 ~~ - -- -- %� m* S,/ - ~= ' r- �� � /m`#1 ^ i � OVERALL FIRST FLOOR PLAN � 8 ~ ° ' , ! ^ OS-2/ � DS-2| � K , - ^ �nc�n-1� »�_� � . .`` ^ '` DS'V� , �S0y'r H��] COU.YAkD � OS- ' - � ........ S ���-3 � i / ----^ S-2/| COMMUNITY RM. z" � GEECI8Q11bSEE ._~ .GYM I .� l ' � 00 ~ ' "°"~x"�, ~~ ~` � ~�'----~--~1 - ����� r`� -/-`'�' _ __________ � � � � 3O3-1^ � \ / } [IDS ' ^ OS-2 � � ` \ \ ` � -------- '" CLq. SIGN } LOBBY `x\ ` / ' � f' HEIGHT LIMIT � � � � �nS-1� _____.____ ____ /- / 14' 4^ � ' ROLL UP DOOR --- ` DS-2' /i.DS-2 � - 1. COMPOSITE BUILDING PLANS ARE PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, AND OVERALL BUILDING DIMENSIONS, AND BUILDING COMPONENTS NOT OTHERWISE SHOWN ON ENLARGED PLANS, ETC. REFER TOENLARGED PLANS FOR INFORMATION NOT HEREON SHOWN. INFORMATION AT ENLARGED PLANS TAKES PRECEDENT OVER INFORMATION HEREWITH SHOWN. WHEN CONFLICTS EXIST OR INFORMATION IS UNCLEAR CONSULT WITH ARCHITECT BEFORE PROCEEDING. 2. DIMENSIONS SHOWN UNLESS OTHERWISE NOTED OR INDICATED ARE TO THE FACE OF STUD. 3. ALL EXTERIOR WALLS TO RECEIVE SHEATING. ALIGN EDGE OF SHEETING WITH EDGE OF CONCRETE SLAB8NALLBEU3VV 4. REFER TOSHEET '/AO11 4A812 ORTYPICAL FLOOR AND WALL ACOUSTIC ISOLATION REQUIREMENTS. 5. REFER TO A022) SHEET FOR BUILDING CODE EXITING, OCCUPANT LOAD AND TRAVEL DISTANCE CODE COMPLIANCE INFORMATION. 6. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGN, LOCATIONS, TYPE AND CIRCUITING FOR EXIT SIGNS REQUIRED PER C.BC.SECTION 1O11AND CODE SUB -SECTIONS THEREIN. 7. REFER TO ELECTRICAL PLANS FOR ALL FOOT-CANDLE DISTRIBUTION PLANS FOR LIGHT LEVEL COMPLIANCE WITH C.B.C.SECTION 1OO6.2SECTION 1OO6.4. & EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDED AND ILLUMINATION OF NOT LESS THAN 8OMIN. |NCASE OFPRIMARY POWER LOSS (1O11.2 1011.5.3). 9. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND CHAPETER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS iO11.81AND 1U11.6.3RESPECTIVELY. WHEN THE FACE OFANEXITG|GN|8ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX) 10. THE MEANS 0FEGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BEILLUMINATED ATALL TIMES THE BUILDING SPACE SERVED 8YTHE MEANS DFEGRESS GOCCUPIED. THE MEANS OFEGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. (1006.1 & 1006.2) 11, THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BEPROVIDED BY THE PREMISES, ELECTRICAL SUPPLY. IN THE EVENT OFPOWER SUPPLY FAILURE, ANEMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MIN. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT 0RANON-SITE GENERATOR. THE INSTALLATION 0FTHEEMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRED TO HAVE TWO ORMORE MEANS OFEGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE TWO ORMORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. INTERIOR EXIT DISCHARGE ELEMENTS, ASPERMITTED |NSECTION 1O271.|NBUILDINGS REQUIRED TOHAVE TWO 0RMORE EXITS. EXTERIOR LANDINGS, ASREQUIRED BYSECTION 100&1.6,FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 12 EMERGENCY LIGHTING SHALL BE PROVIDED AT EXTERIOR LANDINGS OF EXIT DISCHARGE DOORWAYS FOR BUILDINGS REQUIRED TOHAVE MORE THAN ONE EXIT. SECTION 1000.3 13. PROVIDE FIRE/SMOKE DAMPERS AT DUCT PENETRATIONS OF I -HOUR CORRIDOR WALLS 14. WALL, FLOOR, AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9 15. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804 16. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY WITH THE PROVISIONS OFCBC8OG 17. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION 71&2KVTHE FOLLOWING LOCATIONS: A. FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS VERTICALLY AT THE CEILING/FLOOR LEVELS & HORIZONTALLY ATINTERVALS NOT EXCEEDING 1OFEET. B. AT ALL INTERCONNECTIONS B/W CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & BAN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1OU9.8.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20'IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING 18. ALL LOCATIONS OF GRADE LEVEL PARKING (OTHER THAN VEHICULAR RAMP) SHALL NOT BE SLOPED MORE THAN 1/4" PER FOOT. 19. ELEVATOR BUILDINGS WILL PROVIDE ACCESSIBILITY FOR THE DISABLED TO AND THROUGH ALL COMMON AREAS OF THE BUILDING, ACCESS TO ALL UNITS, AND ACCESS WITHIN UNITS PER C.B.C. 1 1B. ELEVATORS TO COMPLY WITH CAB AND INSTALLATION REQUIREMENTS OF C.B.C. 118-407. 20. WALKWAYS, BALCONIES, CORRIDORS, EXIT SHALL NOT HAVE A CROSS SLOPE (SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL) MORE THAN 2% 21. LEVEL LANDINGS (SLOPE LESS THAN 2%KVANY DIRECTION) MUST BEPROVIDED ONBOTH SIDES DFALL DOORS PER CBC. THRESHOLD TOTAL CHANGE IN LEVEL SHALL NOT EXCEED 1/21, HEIGHT OF FLOOR LEVEL CHANGE INCLUDING HEIGHT OF THRESHOLD PLATE (NOTE THAT 1/2'LEVEL CHANGE MUST BE TAPERED 1/4'ATATIME ASREODPER CBC) 22. PROJECTIONS FROM WALLS LESS THAN 0TABOVE FINISHED FLOOR SHALL NOT PROJECT MORE THAN 4" FROM THE WALL SURFACE OR MUST HAVE FLOOR LEVEL BARRIER S 27" MIN. HIGH MEETING CBC CAIN REQUIREMENTS. %l PARKING GARAGES SHALL HAVE ANUNOBSTRUCTED HEADROOM CLEARANCE OFNOT LESS THAN 71 ABOVE FINISHED FLOOR (EXCLUDING THE FIRST 4.5'ABOVE HOOD OF PARKING STALL WHERE CLR HEIGHT IS ALLOWED TO BE LOWER PER MUNICIPAL CODE). SEE DETAIL r 8 24. ALL ENTRANCES AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESS TO ACCESSIBLE PARKING STALLS 25. PROVIDE ANAPPROVED FIRE ALARM SYSTEM PER NRPA 13OR13R AND CFCQ��9, SUBMIT PLANS FOR APPROVAL PRIOR TOINSTALLATION. 26. FLOOR AND WALL FINISH AROUND AND WITHIN 2'PERPENDICULARTOALL PRIMARY NON-RESIDENTIAL ENTRIES SHALL OF NONABSORBENT MATERIAL (STUCCO, TILE, EXPOSED CONCRETE, OR OTHER APPROVED NONABSORBENT MATERIAL) 27. FORBLD8 HEIGHT AND AREA INFO SEE* (/AD5}) 2� FDRAGGEMBUES.FURERAT�GG.ANDB0�NGD�GRAM8GBE--'/A022 '/AM�' THRU�/�U8\ 29. FOR ACOUSTICAL DETAILS AND INFO SEE DETAILS ONSHEET' A811l 30. FOR CBC11AACCESSIBILITY GENERAL NOTES WITHIN ADAPTABLE UNIT SEE: 31. FOR CBC11BACCESSIBILITY GENERAL NOTES WITHIN MOBILITY UNITS AND COMMON AREAS SEE NOTES SERIES STARTING ON' 32. FOR ACCESSIBILITY GENERAL SIGNAGE SEE' A053) 33. FOR BUILDING PROTECTION FROM VEHICLES REFER TODETAILS: 34. FOR CONCRETE JOINT DETAILS SEE: 35. FOR FIRE RATED PENETRATIONS, SEE SH UGH(-/A04&DETAILS 36 FOR 1&2HOUR TYPICAL WALL INTERSECTION DETAILS SEE' (I?Wm1)(1ao^m1)&Cxmm/) - /�x�N���^��8��� BUILDING U U8U |�U�U»� PLAN �U � �U LEGEND COMPOSITE �U��8�°K ��`�K U �~ ��K 8UU U �UU���� �=U ��kUn� U �����~K»�U � �~ �~.~.. �~�~" " ~~~ �~`°°�~�~"" °~�' " ~�. "" ~ ��~~~~~���" °�~ � Al 201 BOXED NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OFLOCATION DURING CONSTRUCTION. CONTRACTOR TOPROVIDE THIS NUMBER AFFIXED AND MAINTAINED ATEACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION 0FCONSTRUCTION. THIS NUMBER |S INTENDED TOBETHE LEGAL ADDRESS. INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INSTALL PER 11/A811 BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH C8C/CFCSOOFOR LIGHT HAZARD AREAS 75'MAXTRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ILLUMINATED EXIT SIGN ' SEE ELECT. DWGS EXIT SIGNS SHALL BEILLUMINATED 84 ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. OCCUPANT LOAD SIGN. SIGN SHALL BE OFAPPROVED LEGIBLE DESIGN AND SHALL BE MAINTAINED BYOWNER ORAUTHORIZED AGENT CLASS | STANDPIPE WITH OUTLET ATEACH FLOOR LANDING AND ONROOF. OUTLET SHALL BENDLESS THAN 2'AND NOMORE THAN 4'A8OVEFINISHED FLOOR LEVEL (SEE FIRE DRAWINGS) INDICATES ACCESSIBLE PARKING. SEE A04 FOR ACCESSIBILITY NOTES AND DETAILS INDICATES DOWNSPOUT TODISCHARGE TOPLANTER INDICATES DOWNSPOUT THRUPODIUM SLAB, PAVERS ORGRADE INDICATES AMINIMUM VERTICAL CLEARANCE OF8FEET 2INCHES FROM THE FLOOR TD THE LOWEST PROJECTION OFTHE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143AFOR CHARACTER HEIGHT SHALL BEINSTALLED ATTRANSITIONS FROM THE 8FEET 2INCH CEILING T0LOWER CEILING HEIGHTS |NVEHICULAR PASSAGEWAYS |NTHE SAME PARKING LEVEL. submittal 1st Plan Check Submittal 02/05/2{]19 2Od Plan Check Submittal 04/12/2019 �C_ W 3[d Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 5th Plan Check Submittal 10/22/2019 O +1 � 0 Z � � [ � -C � Z � [ ] >1 [ � ' C are the exclusive Revision 1 -2Od P.C. Submittal 04/ 2/2019 Sion 2-3rd P.C. Submittal 06/07/2019 consultant: ���M _-'~.,°��EwmMPLIANCE DECY� ���� -'-- �"uwo� BUREAU VER/7A«NOQTAAgDC8 W I T H E E M A L C O L M ARCHITECTS, LLP 2251 WeSt19[th Street Torrance, C290504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL FIRST FLOOR PLAN SHEET TITLE Plot Date: 11/12/2019140:25PINA, Local File: om����01&_R�arin*�mmand SCALE:1/18"=1-y O 81 16' 32' 481 � ^- '~--_ ' � STEEL GRATING / VENTILATION SHAFT OPENING SEE SHEET A866 FOR VENTILATION SHAFT SECTIONS & DETAILS --------- IMAGINARY LOT LINES ----- PROPERTY LINES /3\ �����= P.C.0 0N��0&�N0~�~ N ��N�N 0�"��.��o0�N~�0��NN N N ���N� 10/2212019 COMPOSITE BUILDING PLAN NOTES 0) job no. B6079 ▪ drawn R1 ) DS-2 • N DS-2! DS-1 F DS-2 £; DS-2 DS-2' 3'-6" R1 (R2.2) (R2.6) 68' - 9 1/2" Innweennew IDF#1 OVERALL SECOND FLOOR PLAN 5 '~\A321 6 ‘Nit A321 .) ( R4) 20' - 9 5/8" DS-2 DS-1 HDS-1 6 A321 ; 5 A321 SEE (j/A221b 6 SEE (j/A221a 107'-7" 306'-7 . , .in- DS-1 ... ADS-1 30' - 2 1/2" DS-2 A-1 217 `pN UP, AIR#2 A- 1 219 i i S-2 A-1 223 dxarzczazzawzada DS-2 I DS-1 DS-2 DS-1 f" DS-2' DS-1 DS-1 N L 86' - 1 1/2" (R 15 • DS-1 L2\ DS-1 DS-1 DS-2;; DS-2- UP, C-1 227 IDF #3 80' - 7 1/2" DS-1 (R15) 2 A110 DS-2, 0s-21 -DS-2 DS-2 DS-2 DS-21 a - SCALE: 1/16"=1'-0" COMPOSITE BUILDING PLANS ARE PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, AND OVERALL BUILDING DIMENSIONS, AND BUILDING COMPONENTS NOT OTHERWISE SHOWN ON ENLARGED PLANS, ETC. REFER TO ENLARGED PLANS FOR INFORMATION NOT HEREON SHOWN. INFORMATION AT ENLARGED PLANS TAKES PRECEDENT OVER INFORMATION HEREWITH SHOWN. WHEN CONFLICTS EXIST OR INFORMATION IS UNCLEAR CONSULT WITH ARCHITECT BEFORE PROCEEDING. 2. DIMENSIONS SHOWN UNLESS OTHERWISE NOTED OR INDICATED ARE TO THE FACE OF STUD. 3. ALL EXTERIOR WALLS TO RECEIVE SHEATING. ALIGN EDGE OF SHEETING WITH EDGE OF CONCRETE SLAB/WALL BELOW REFER TO SHEET -/A811 - / A81222JOR TYPICAL FLOOR AND WALL ACOUSTIC ISOLATION REQUIREMENTS. REFER TO \ 1 A022) SHEET FOR BUILDING CODE EXITING, OCCUPANT LOAD AND TRAVEL DISTANCE CODE COMPLIANCE INFORMATION. 6. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGN, LOCATIONS, TYPE AND CIRCUITING FOR EXIT SIGNS REQUIRED PER C.B.C. SECTION 1011 AND CODE SUB -SECTIONS THEREIN. 7. REFER TO ELECTRICAL PLANS FOR ALL FOOT-CANDLE DISTRIBUTION PLANS FOR LIGHT LEVEL COMPLIANCE WITH C.B.C. SECTION 1006.2 SECTION 1006.4. 8. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDED AND ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS (1011.2 -1011.5.3). 9. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND CHAPETER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX) 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. (1006.1 & 1006.2) 11. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MIN. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRED TO HAVE TWO OR MORE MEANS OF EGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE TWO OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 12. EMERGENCY LIGHTING SHALL BE PROVIDED AT EXTERIOR LANDINGS OF EXIT DISCHARGE DOORWAYS FOR BUILDINGS REQUIRED TO HAVE MORE THAN ONE EXIT. SECTION 1006.3 13. PROVIDE FIRE/SMOKE DAMPERS AT DUCT PENETRATIONS OF 1-HOUR CORRIDOR WALLS 14. WALL, FLOOR, AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9 15. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804 16. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY WITH THE PROVISIONS OF CBC 806 17. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION 718.2 IN THE FOLLOWING LOCATIONS: A. FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS VERTICALLY AT THE CEILING/FLOOR LEVELS & HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS BM/ CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & B/W CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1009.9.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20' IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING 18. ALL LOCATIONS OF GRADE LEVEL PARKING (OTHER THAN VEHICULAR RAMP) SHALL NOT BE SLOPED MORE THAN 1/4" PER FOOT. 19. ELEVATOR BUILDINGS WILL PROVIDE ACCESSIBILITY FOR THE DISABLED TO AND THROUGH ALL COMMON AREAS OF THE BUILDING, ACCESS TO ALL UNITS, AND ACCESS WITHIN UNITS PER C.B.C. 11B. ELEVATORS TO COMPLY WITH CAB AND INSTALLATION REQUIREMENTS OF C.B.C. 11B-407. 20. WALKWAYS, BALCONIES, CORRIDORS, EXIT SHALL NOT HAVE A CROSS SLOPE (SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL) MORE THAN 2% 21. LEVEL LANDINGS (SLOPE LESS THAN 2% IN ANY DIRECTION) MUST BE PROVIDED ON BOTH SIDES OF ALL DOORS PER CBC. THRESHOLD TOTAL CHANGE IN LEVEL SHALL NOT EXCEED 1/2" HEIGHT OF FLOOR LEVEL CHANGE INCLUDING HEIGHT OF THRESHOLD PLATE (NOTE THAT 1/2" LEVEL CHANGE MUST BE TAPERED 1/4" AT A TIME AS REQ'D PER CBC) 22. PROJECTIONS FROM WALLS LESS THAN 80" ABOVE FINISHED FLOOR SHALL NOT PROJECT MORE THAN 4" FROM THE WALL SURFACE OR MUST HAVE FLOOR LEVEL BARRIER S 27" MIN. HIGH MEETING CBC CAIN REQUIREMENTS. 23. PARKING GARAGES SHALL HAVE AN UNOBSTRUCTED HEADROOM CLEARANCE OF NOT LESS THAN 7' ABOVE FINISHED FLOOR (EXCLUDING THE FIRST 4.5' ABOVE HOOD OF PARKING STALL WHERE CLR HEIGHT IS ALLOWED TO BE LOWER PER MUNICIPAL CODE). SEE DETAIL )5/A802) 24. ALL ENTRANCES AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESS TO ACCESSIBLE PARKING STALLS 25. PROVIDE AN APPROVED FIRE ALARM SYSTEM PER NFPA 13 OR 13R AND CFC 907.2.9, SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. 26. FLOOR AND WALL FINISH AROUND AND WITHIN 2' PERPENDICULAR TO ALL PRIMARY NON-RESIDENTIAL ENTRIES SHALL OF NONABSORBENT MATERIAL (STUCCO, TILE, EXPOSED CONCRETE, OR OTHER APPROVED NONABSORBENT MATERIAL) 27. FOR BLDG. HEIGHT AND AREA INFO SEE (- I A053 ) 28. FOR ASSEMBLIES, FIRE RATINGS, AND EXITING DIAGRAMS SEE - / A022 29. FOR ACOUSTICAL DETAILS AND INFO SEE DETAILS ON SHEET' 30. FOR CBC 11A ACCESSIBILITY GENERAL NOTES WITHIN ADAPTABLE UNIT SEE: 31. FOR CBC 11B ACCESSIBILITY GENERAL NOTES WITHIN MOBILITY UNITS AND COMMON AREAS SEE NOTES SERIES STARTING ON. 32. FOR ACCESSIBILITY GENERAL SIGNAGE SEE 33. FOR BUILDING PROTECTION FROM VEHICLES REFER TO DETAILS: 34. FOR CONCRETE JOINT DETAILS SEE: 35. FOR FIRE RATED PENETRATIONS, SEE SHEETS: / A8104THR000H(- I A810-� & DETAILS (VA811 81A811 36. FOR 1 & 2 HOUR TYPICAL WALL INTERSECTION DETAILS SEE 12/411) 141A811 8,(-6/ 6 I A810- THRU E / A818 ) (-/A811) 1 A045 - I A0461 E / A047 1 I A053 COMPOSITE BUILDING PLAN LEGEND Al 201 to DS-1 DS-2 BOXED NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS INTENDED TO BE THE LEGAL ADDRESS. INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INSTALL PER 11/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ILLUMINATED EXIT SIGN - SEE ELECT. DWGS. EXIT SIGNS SHALL BE ILLUMINATED IN ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. OCCUPANT LOAD SIGN. SIGN SHALL BE OF APPROVED LEGIBLE DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT CLASS I STANDPIPE WITH OUTLET AT EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL (SEE FIRE DRAWINGS) INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS INDICATES DOWNSPOUT TO DISCHARGE TO PLANTER INDICATES DOWNSPOUT THRU PODIUM SLAB, PAVERS OR GRADE INDICATES A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143A FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. STEEL GRATING / VENTILATION SHAFT OPENING - SEE SHEET A866 FOR VENTILATION SHAFT SECTIONS & DETAILS 0 L a submittal N 1st Plan Check Submittal 0 2nd Plan Check Submittal 3rd Plan Check Submittal 0 4th Plan Check Submittal c0 0 0 0 a) 0 a a) 0 4- other than revision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 co a A a) a) 0 a) co a) L - 3Q) consultant: N 0 5 C cr 0 a) o owner: U1 0 a) 0 c0 E 0 0 (0 E c) a) L 0 a C a) 0) a) L a C t0 a o SHEET TITLE co co 07 CO 0 co - SHEET No REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL SECOND FLOOR PLAN A112 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:03,12 AM Local File: CAU er: Urmarinelare :\Doc;E-:::t ntsiB6079_Compo: ite_2019_RMarir:elarena.rvt Consultant File Background Info: 0 8' 16' 32' 48' - - - - - IMAGINARY LOT LINES ----- ---- ----- PROPERTY LINES COMPOSITE BUILDING PLAN NOTES job no. B6079 drawn A321 RO 0 0 N- N v r 0 N N 0 Co CO DS-21 DS-1 DS-21 1 ---- 1 DS-1 `\\A321 A321 1 R2.6 68'-77/16" 21 0- DS-2 ' DS-2 DS-2 STAIR #1 lad 3'-E" OVERALL THIRD FLOOR PLAN DS-1 - 8 15/256" DS-2 IDS-2}---- �-'; DS-2 7'-31/2" A321 - 30' - 2 1/2" DS-1; DS-21 A-1 317 SEE (/A231b 6 SEE (T/A) 306' - 7" 107' -10 161/256" IDF #2 Z ' d S IR #2 R7.3 i I -2� A-1 323 A321 4`\ 23' - 3 7/8" -DS-1 DS-1} 1 DS-1 DS-2' .-- DS-11 86' - 1 1/2" i ,DS-1K DS-21 1 DS-2 IDF #3 80' - 7 1/2" D -2f DS-2 DS-2 1 DS- 1- DS-2 ' - 7 1/2" r bo co C;)'s'e 04" 1. COMPOSITE BUILDING PLANS ARE PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, AND OVERALL BUILDING DIMENSIONS, AND BUILDING COMPONENTS NOT OTHERWISE SHOWN ON ENLARGED PLANS, ETC. REFER TO ENLARGED PLANS FOR INFORMATION NOT HEREON SHOWN. INFORMATION AT ENLARGED PLANS TAKES PRECEDENT OVER INFORMATION HEREWITH SHOWN. WHEN CONFLICTS EXIST OR INFORMATION IS UNCLEAR CONSULT WITH ARCHITECT BEFORE PROCEEDING. 2. DIMENSIONS SHOWN UNLESS OTHERWISE NOTED OR INDICATED ARE TO THE FACE OF STUD. 3. ALL EXTERIOR WALLS TO RECEIVE SHEATING. ALIGN EDGE OF SHEETING WITH EDGE OF CONCRETE SLABM/ALL BELOW 4. REFER TO SHEET I A811 1 A812 OR TYPICAL FLOOR AND WALL ACOUSTIC ISOLATION REQUIREMENTS. 5. REFER TO (- I A022) SHEET FOR BUILDING CODE EXITING, OCCUPANT LOAD AND TRAVEL DISTANCE CODE COMPLIANCE INFORMATION. 6. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGN, LOCATIONS, TYPE AND CIRCUITING FOR EXIT SIGNS REQUIRED PER C.B.C. SECTION 1011 AND CODE SUB -SECTIONS THEREIN. 7. REFER TO ELECTRICAL PLANS FOR ALL FOOT-CANDLE DISTRIBUTION PLANS FOR LIGHT LEVEL COMPLIANCE WITH C.B.C. SECTION 1006.2 SECTION 1006.4. 8. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDED AND ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS (1011.2 -1011.5.3). INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND CHAPETER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX) 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. (1006.1 & 1006.2) 11. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MIN. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRED TO HAVE TWO OR MORE MEANS OF EGRESS. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 12. EMERGENCY LIGHTING SHALL BE PROVIDED AT EXTERIOR LANDINGS OF EXIT DISCHARGE DOORWAYS FOR BUILDINGS REQUIRED TO HAVE MORE THAN ONE EXIT. SECTION 1006.3 13. PROVIDE FIRE/SMOKE DAMPERS AT DUCT PENETRATIONS OF 1-HOUR CORRIDOR WALLS 14. WALL, FLOOR, AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9 15. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804 16. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY WITH THE PROVISIONS OF CBC 806 17. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION 718.2 IN THE FOLLOWING LOCATIONS: A. FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS VERTICALLY AT THE CEILING/FLOOR LEVELS & HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS B/W CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & B/W CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1009.9.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20' IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING 18. ALL LOCATIONS OF GRADE LEVEL PARKING (OTHER THAN VEHICULAR RAMP) SHALL NOT BE SLOPED MORE THAN 1/4" PER FOOT. 19. ELEVATOR BUILDINGS WILL PROVIDE ACCESSIBILITY FOR THE DISABLED TO AND THROUGH ALL COMMON AREAS OF THE BUILDING, ACCESS TO ALL UNITS, AND ACCESS WITHIN UNITS PER C.B.C. 11B. ELEVATORS TO COMPLY WITH CAB AND INSTALLATION REQUIREMENTS OF C.B.C. 11B-407. 20. WALKWAYS, BALCONIES, CORRIDORS, EXIT SHALL NOT HAVE A CROSS SLOPE (SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL) MORE THAN 2% 21. LEVEL LANDINGS (SLOPE LESS THAN 2% IN ANY DIRECTION) MUST BE PROVIDED ON BOTH SIDES OF ALL DOORS PER CBC. THRESHOLD TOTAL CHANGE IN LEVEL SHALL NOT EXCEED 1/2" HEIGHT OF FLOOR LEVEL CHANGE INCLUDING HEIGHT OF THRESHOLD PLATE (NOTE THAT 1/2" LEVEL CHANGE MUST BE TAPERED 1/4" AT A TIME AS REQ'D PER CBC) 22. PROJECTIONS FROM WALLS LESS THAN 80" ABOVE FINISHED FLOOR SHALL NOT PROJECT MORE THAN 4" FROM THE WALL SURFACE OR MUST HAVE FLOOR LEVEL BARRIER S 27" MIN. HIGH MEETING CBC CAIN REQUIREMENTS. 23. PARKING GARAGES SHALL HAVE AN UNOBSTRUCTED HEADROOM CLEARANCE OF NOT LESS THAN 7' ABOVE FINISHED FLOOR (EXCLUDING THE FIRST 4.5' ABOVE HOOD OF PARKING STALL WHERE CLR HEIGHT IS ALLOWED TO BE LOWER PER MUNICIPAL CODE). SEE DETAIL (5/A802) 24. ALL ENTRANCES AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESS TO ACCESSIBLE PARKING STALLS 25. PROVIDE AN APPROVED FIRE ALARM SYSTEM PER NFPA 13 OR 13R AND CFC 907.2.9, SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. 26. FLOOR AND WALL FINISH AROUND AND WITHIN 2' PERPENDICULAR TO ALL PRIMARY NON-RESIDENTIAL ENTRIES SHALL OF NONABSORBENT MATERIAL (STUCCO, TILE, EXPOSED CONCRETE, OR OTHER APPROVED NONABSORBENT MATERIAL) 27. FOR BLDG. HEIGHT AND AREA INFO SEE (/ A053 ) 28. FOR ASSEMBLIES, FIRE RATINGS, AND EXITING DIAGRAMS SEE -/ A022 -1 A810- THRU (A84) 29. FOR ACOUSTICAL DETAILS AND INFO SEE DETAILS ON SHEET' (-/A811) 30. FOR CBC 11A ACCESSIBILITY GENERAL NOTES WITHIN ADAPTABLE UNIT SEE: -I A045 -I A046 31. FOR CBC 11B ACCESSIBILITY GENERAL NOTES WITHIN MOBILITY UNITS AND COMMON AREAS SEE NOTES SERIES STARTING ON / A051 I A053 (7/ A047 ) 32. FOR ACCESSIBILITY GENERAL SIGNAGE SEE U ( I A053 33. FOR BUILDING PROTECTION FROM VEHICLES REFER TO DETAILS:... 34. FOR CONCRETE JOINT DETAILS SEE: 35. FOR FIRE RATED PENETRATIONS, SEE SHEETS: / A8104THROUGH) / A810-& DETAILS 36. FOR 1 & 2 HOUR TYPICAL WALL INTERSECTION DETAILS SEE 12/A811) 14/A811 &Eva-6) COMPOSITE BUILDING PLAN LEGEND Al 201 BOXED NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS INTENDED TO BE THE LEGAL ADDRESS. INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INSTALL PER 11/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ®ILLUMINATED EXIT SIGN - SEE ELECT. DWGS. EXIT SIGNS SHALL BE ILLUMINATED IN ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. 0 DS-1 DS-2 L OCCUPANT LOAD SIGN. SIGN SHALL BE OF APPROVED LEGIBLE DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT CLASS I STANDPIPE WITH OUTLET AT EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL (SEE FIRE DRAWINGS) INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS INDICATES DOWNSPOUT TO DISCHARGE TO PLANTER INDICATES DOWNSPOUT THRU PODIUM SLAB, PAVERS OR GRADE INDICATES A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143A FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 consultant: owner: EVIEWED FOR CODE COMPLIANCE DEC 19 2019 UUREAU VERITAS NORTH AMERICA, ma, } Z d 0 U >- F- a: F- a cc a w CC 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL THIRD FLOOR PLAN SHEET TITLE A113 Plot Date: 9/9/2019 10:03122 AM Local File: C:MJsers\rrnarinelarena\Documents\B6079_Composite_2019_RMarinelarena.rat Consultant File Background Info: SCALE: 1/16"=1'-0" 0 8' 16' 32' 48' rt STEEL GRATING / VENTILATION SHAFT OPENING - SEE SHEET A866 FOR VENTILATION SHAFT SECTIONS & DETAILS IMAGINARY LOT LINES PROPERTY LINES �2\ SHEET No 4th P.C. SUBMITTAL 09/09/2019 COMPOSITE BUILDING PLAN NOTES job no. B6079 drawn r 1 \ A321 i_ \\A321/1' szr N 0 N N V 0 7- RO 3'-5" 4. 68' - 9 1/2" F Ai ftirl 66' - 7" // 5 A321 <\.64E\ I. OVERALL FOURTH FLOOR PLAN A321 i 19'-31/2" • • DS-1 N- IDS 1 A321 j� 5 DS-1' DS-1 DS-2 R6.5 DS-21 SEE (T1A241b 110' - 9" 306' - 7 1/2" Ds-1 IDS-1 6 i SEE (TIA241a DS-1 1DS_1 B-5 418 A300 3 4 A321 107'-91/2" -DS-1 DS-1 DS-11 IDS-11 ;DS-1 DS-1 DS-11 DS-1] 138'-51/2" �Mj 1. COMPOSITE BUILDING PLANS ARE PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, AND OVERALL BUILDING DIMENSIONS, AND BUILDING COMPONENTS NOT OTHERWISE SHOWN ON ENLARGED PLANS, ETC. REFER TO ENLARGED PLANS FOR INFORMATION NOT HEREON SHOWN. INFORMATION AT ENLARGED PLANS TAKES PRECEDENT OVER INFORMATION HEREWITH SHOWN. WHEN CONFLICTS EXIST OR INFORMATION IS UNCLEAR CONSULT WITH ARCHITECT BEFORE PROCEEDING. 2. DIMENSIONS SHOWN UNLESS OTHERWISE NOTED OR INDICATED ARE TO THE FACE OF STUD. 3. ALL EXTERIOR WALLS TO RECEIVE SHEATING. ALIGN EDGE OF SHEETING WITH EDGE OF CONCRETE SLAB/WALL BELOW 4. REFER TO SHEET 1 A811 1 A812 OR TYPICAL FLOOR AND WALL ACOUSTIC ISOLATION REQUIREMENTS. 5. REFER TO (- I A022) SHEET FOR BUILDING CODE EXITING, OCCUPANT LOAD AND TRAVEL DISTANCE CODE COMPLIANCE INFORMATION. 6. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGN, LOCATIONS, TYPE AND CIRCUITING FOR EXIT SIGNS REQUIRED PER C.B.C. SECTION 1011 AND CODE SUB -SECTIONS THEREIN. 7. REFER TO ELECTRICAL PLANS FOR ALL FOOT-CANDLE DISTRIBUTION PLANS FOR LIGHT LEVEL COMPLIANCE WITH C.B.C. SECTION 1006.2 SECTION 1006.4. 8. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDED AND ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS (1011.2 -1011.5.3). INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND CHAPETER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX) 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. (1006.1 & 1006.2) 11. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MIN. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRED TO HAVE TWO OR MORE MEANS OF EGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE TWO OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 12. EMERGENCY LIGHTING SHALL BE PROVIDED AT EXTERIOR LANDINGS OF EXIT DISCHARGE DOORWAYS FOR BUILDINGS REQUIRED TO HAVE MORE THAN ONE EXIT. SECTION 1006.3 13. PROVIDE FIRE/SMOKE DAMPERS AT DUCT PENETRATIONS OF 1-HOUR CORRIDOR WALLS 14, WALL, FLOOR, AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9 15. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804 16. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY WITH THE PROVISIONS OF CBC 806 17. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION 718.2 IN THE FOLLOWING LOCATIONS: A. FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS VERTICALLY AT THE CEILING/FLOOR LEVELS & HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS B/W CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & B/W CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1009.9.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20' IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING 18. ALL LOCATIONS OF GRADE LEVEL PARKING (OTHER THAN VEHICULAR RAMP) SHALL NOT BE SLOPED MORE THAN 1/4" PER FOOT. 19. ELEVATOR BUILDINGS WILL PROVIDE ACCESSIBILITY FOR THE DISABLED TO AND THROUGH ALL COMMON AREAS OF THE BUILDING, ACCESS TO ALL UNITS, AND ACCESS WITHIN UNITS PER C.B.C. 11B. ELEVATORS TO COMPLY WITH CAB AND INSTALLATION REQUIREMENTS OF C.B.C. 11B-407. 20. WALKWAYS, BALCONIES, CORRIDORS, EXIT SHALL NOT HAVE A CROSS SLOPE (SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL) MORE THAN 2% 21. LEVEL LANDINGS (SLOPE LESS THAN 2% IN ANY DIRECTION) MUST BE PROVIDED ON BOTH SIDES OF ALL DOORS PER CBC. THRESHOLD TOTAL CHANGE IN LEVEL SHALL NOT EXCEED 1/2" HEIGHT OF FLOOR LEVEL CHANGE INCLUDING HEIGHT OF THRESHOLD PLATE (NOTE THAT 1/2" LEVEL CHANGE MUST BE TAPERED 1/4" AT A TIME AS REQ'D PER CBC) 22. PROJECTIONS FROM WALLS LESS THAN 80" ABOVE FINISHED FLOOR SHALL NOT PROJECT MORE THAN 4" FROM THE WALL SURFACE OR MUST HAVE FLOOR LEVEL BARRIER S 27" MIN. HIGH MEETING CBC CAIN REQUIREMENTS. 23. PARKING GARAGES SHALL HAVE AN UNOBSTRUCTED HEADROOM CLEARANCE OF NOT LESS THAN 7' ABOVE FINISHED FLOOR (EXCLUDING THE FIRST 4.5' ABOVE HOOD OF PARKING STALL WHERE CLR HEIGHT IS ALLOWED TO BE LOWER PER MUNICIPAL CODE). SEE DETAIL (51A802) 24. ALL ENTRANCES AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESS TO ACCESSIBLE PARKING STALLS 25. PROVIDE AN APPROVED FIRE ALARM SYSTEM PER NFPA 13 OR 13R AND CFC 907.2.9, SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. 26. FLOOR AND WALL FINISH AROUND AND WITHIN 2' PERPENDICULAR TO ALL PRIMARY NON-RESIDENTIAL ENTRIES SHALL OF NONABSORBENT MATERIAL (STUCCO, TILE, EXPOSED CONCRETE, OR OTHER APPROVED NONABSORBENT MATERIAL) 27. FOR BLDG. HEIGHT AND AREA INFO SEE . I A053) 28. FOR ASSEMBLIES, FIRE RATINGS, AND EXITING DIAGRAMS SEE' 1 A022 1 A$10 THRU ( / A818) 29. FOR ACOUSTICAL DETAILS AND INFO SEE DETAILS ON SHEET GTAI-3171) 30. FOR CBC 11A ACCESSIBILITY GENERAL NOTES WITHIN ADAPTABLE UNIT SEE: t A045 1 A046 31. FOR CBC 11B ACCESSIBILITY GENERAL NOTES WITHIN MOBILITY UNITS AND COMMON AREAS SEE NOTES SERIES STARTING ON. 32. FOR ACCESSIBILITY GENERAL SIGNAGE SEE 33. FOR BUILDING PROTECTION FROM VEHICLES REFER TO DETAILS: 34. FOR CONCRETE JOINT DETAILS SEE: 35. FOR FIRE RATED PENETRATIONS, SEE SHEETS:/ A8104THROUGH( / A810--& DETAILS 36. FOR 1 & 2 HOUR TYPICAL WALL INTERSECTION DETAILS SEE 12/A811) 14/A811 &(tI M (/ A047) (-I A053) COMPOSITE BUILDING PLAN LEGEND Al 201 &A. DS-1 DS-2 BOXED NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS INTENDED TO BE THE LEGAL ADDRESS. INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INSTALL PER (11/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ILLUMINATED EXIT SIGN - SEE ELECT. DWGS. EXIT SIGNS SHALL BE ILLUMINATED IN ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. OCCUPANT LOAD SIGN. SIGN SHALL BE OF APPROVED LEGIBLE DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT CLASS I STANDPIPE WITH OUTLET AT EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL (SEE FIRE DRAWINGS) INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS INDICATES DOWNSPOUT TO DISCHARGE TO PLANTER INDICATES DOWNSPOUT THRU PODIUM SLAB, PAVERS OR GRADE INDICATES A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143A FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. STEEL GRATING / VENTILATION SHAFT OPENING - SEE SHEET A866 FOR VENTILATION SHAFT SECTIONS & DETAILS submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A n Revision 2 - 3rd P.C. Submittal 06/07/2019 A A n n consultant: owner: REVIEWED FOR CODE COMPLIANCE DEC 192619 BUREAU VERITAS NORTH ANMERICA, ICrC. } Z d 0 O w a O >-- a_ cc O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL FOURTH FLOOR PLAN SHEET TITLE SHEET No A114 Plot Date: 9/9/2019 10:03.32 AM Local File: C:iUsers\rmarinelarenM,Dacurnents\B6079_ omposite_2019_RMarinelarena.rvt Consultant File Background Info: SCALE: 1/16"=1'-0" 0 8' 16' 32' 48' - - - - - IMAGINARY LOT LINES - PROPERTY LINES 4th P.C. SUBMITTAL 09/09/2019 Albk\ 1 2 )16, ' A321 ' // 1 • A321 ,iir (A300 1 ( RN ) RO ) 9 CONDENSING UNITS AT 4TH LEVEL BELOW SEE C1/A11 , ( R1 LOWER ROOF SEE CA*) FOR MORE INFO. OVERALL ROOF PLAN \ N ( 5 A321 • A321 N R5 5 _ f N 6 \ A321 • • cR6.5) •• ,, , .. ..•. SEE (J/A251b ) SEE (T/A251a ) R7.4dR7.5(R7.7; . . . ... ...... /i • = • / (I 1 1 1 i t i ‘ / • / • / • / . N N / • I I -..••••• • •• •••:,,T. • 4 A321/if A321 • • • • • • • • - - - el 11111.11.111-7 _ A j• " " —••••••• AIR • • . ...... : ... . ..• • . . : . .. • • . • ' ' " , •1 , • . •• • •:' ..... :.." ." " • . , • " • ::• : : • • : ....... • • • • • . -;"••••••••::::*: . . ....... •-• . ...... . .,. .,..:?:,..-...,,•,,, ..........._..._.k ..,..... •. •--- ...„...............„..:„....i.,.....,...:,,,....„:„.......,.....:,..................,.:.,.......,......:. . ..,,,,,,,,,,„.:::,..,,,,,,,,,,,,,,,,,...„.....„.................: . : .... •:: ..,- ,.....5:, ..,., --- -....c.. .:0-* 'IT -.. . ..i.::: Ic / : , .. .. .. . ,.... ...... Nkt,,„ • . . „ .__. i . • ... , , i...f. .: .......,,,...........;....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. ",........• ... •.1.,....,....,:,,,,:,•:•:•,•,,•,:,•„,.......................:,..... ... ,i.,••••:ii....,:xiiiiia27.....i.i......::,...:J.:f,...... i,... , •-• ....-ii;....i-.;iiiiiiiiiimm.,:,,....,F)H.,,• . ,•r-i"........2....r,:,..Y.: . .:. ••••• -.--4 .....,„....... I ..: ::. . :: . :: :.: :: . • • • . • •••••••,,,,,,...:5::::::::::::,,:•:•:•••••••,:•:•:•:•:• . •:, . • ••••••:•:- •-•• • •• -- - - - •• • 1 1 ••• . ............. "" ": ••:: :..„,........ : ..: .. :•••:::,::::, 1 I :' :: : •••••• : . I...... .. . .. .. . . . .... .. ,.. . . •••••••:•• . : ; : • • . . .... . :: ... : .. . . . ,.. i . Aiiiiiii iiiiil .,:::•;.:,... iiiiiilL kS% 41 1 1. kV!! 4,k4111 ONNVN't:%. <321 (, RA .4(411124\ A321 GD.9 roof plan notes 1. ALL MANUFACTURED PRODUCTS AND ROOF SYSTEMS TO BE INSTALLED PER PRODUCT MANUFACTURERS REQUIREMENTS FOR A WEATHER TIGHT INSTALLATION. 2. NO ROOF PENETRATIONS SUCH AS ATTIC VENTS, PLUMBING VENT PIPES CHIMNEYS, HVAC LINE SETS ETC... TO OCCUR WITHIN 1'-6" OF ROOF SWALES OR VALLEYS. 3. IN CONFORMANCE WITH C.B.C. SECTION 1203.2.1 ALL ATTIC VENTS TO BE COVERED WITH 1/4" GRID GALVANIZED WIRE FABRIC. 4. ATTIC VENTS LOCATED IN WALLS RECEIVING EXTERIOR PLASTER, OR MANUFACTURED SIDING TO BE INSTALLED WITH S.A.C.F. IN CONFORMANCE WITH WINDOW OPENING DETAIL 5. ALL ROOF VENTS, PLUMBING VENT PIPES, MECHANICAL EXHAUST VENT JACKS, ETC. . THAT PENETRATE THE PITCHED ROOF SURFACE AND ARE VISIBLE TO BE PRIMED AND PAINTED TO MATCH ADJACENT ROOFING. 6. ALL CALIFORNIA FRAMED ROOF AREAS WHERE THE ROOF SHEATHING AT THE LOWER FRAMED ROOF ISOLATES THE CALIFORNIA OVER FRAMED ATTIC SPACE FROM THE PRIMARY VENTILATED ATTIC SPACE TO BE PROVIDED WITH MIN. (2)12" SQ. HOLES THROUGH THE SUB ROOF SHEATHING. HOLES TO BE SEPARATED 1/2 THE CRICKET LENGTH APART FROM EACH OTHER. 7. ALL ROOF SURFACES (INCLUDING SWALES, VALLEYS, AND CRICKET FLOW LINES) SHALL SLOPE 1/4:12 MIN. TOWARDS A ROOF DRAIN, SCUPPER, GUTTER, OR ROOF EDGE. 8. ALL MECHANICAL AND PLUMBING VENTS THAT PENETRATE THROUGH A MANUFACTURED ROOF PRODUCT OR SYSTEMS ARE TO BE INSTALLED AND FLASHED PER THE ROOFING MANUFACTURERS INSTALLATION AND FLASHING REQUIREMENTS. PROVIDE SPUN LEAD CAP COUNTER FLASHING AT PLUMBING VENTS. 9. THE DESIGN OF WINDOW CLEANING AND FACADE ACCESS EQUIPMENT SYSTEM TO MEET CURRENT REGULATIONS AND STANDARDS. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO TIEBACKS ANCHORS & DOUBLE CATENARY LINES (DEFERRED SUBMITTAL) 10. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH 718 IN THE FOLLOWING LOCATIONS: A. AT CONCEALED SPACES OF STUD WALLS/PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS VERTICALLY AT THE CEILING/FLOOR LEVELS & HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' B. AT ALL INTERCONNECTIONS B/W CONCEALED VERTICAL STUD WALL/PARTITION SPACES & CONCEALED HORIZONAL SPACES CREATED BY ASSEMBLY OF FLOOR JOISTS/TRUSSES, & BM/ CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS & SIMILAR LOCATIONS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIR SHALL ALSO COMPLY WITH 1009.65.3. D. WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER COMBUSTIBLE EXTERIOR ARCHITECTURAL ELEMENTS FIRE BLOCKING SHALL BE INSTALLED AT MAX INTERVALS OF 20IN EITHER DIRECTION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SF BETWEEN FIRE BLOCKING -c3job no. B6079 a) . submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 _c co 3rd Plan Check Submittal 06/07/2019 5 4th Plan Check Submittal 09/09/2019 + revision date 6 Revision 1 - 2nd P.C. Submittal 04/12/2019 La- 77tevision 2- 3rd P.C. Submittal 06/07/2019 a) 0 4— I. _c 0 a) a) "c5 a) ED_ (D consultant: N C I. "-E-120 owner: P w(Ti 0_ T.: o. a) a) 0 0_ L 0 a) 0 0 -0 0 a a) _o 0 (71 _c C D I. E 0 (0 E a) o_ 2 *(7) T.) X a) a) N 2-2/ALs' -C3 a) 2 SHEET TITLE REVIEWED FOR CODE COMPLIANCE DEC 1 9 2019 BUREAU VERITAS NORTH AMERICA, INC. o_ cc Ui a_ cc a. Lii cc LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL ROOF PLAN Plot Date: 919/2019 10:03.43 AM Local File: C•Users\rmarinelarena1Docurnents\B6079_Composite_2019_RMarinelarena rvt Consultant File Background Info: SCALE: 1/16"=I-0" 0 8' 16' 32' 48' 0) 0) "(7) SHEET No 11) Cl) a) :0 A116 4th P.C. SUBMITTAL 09/09/2019 28'-6" 28'-6" 28'-6" 19'-107/8" 19'-41/8" 22'-21/2" PARTIAL BUILDING PLAN NOTES job no. B6079 drawn 10 r 11 A715 % ' A716 ana ,N1111111. W1 iNOi Ws ONOENN WN ONUMMO Eww WIMM.11 REM !MUM MIN swami, M! swoon. MIN deumm1111 MIN OINIIN W W1 1111W► ONO S Ma. N1M1W a MI.-MM we WWW1 W1 WWW1 M1111W1 i — r 1111111N iW111 011111111011, NW/W! 1W i1/111W ON* i 1 A631 6 A652 NONSONNO we (- 13 t\ A717 :sl 158 9'-0" 08 IUDSAE 9'-0" 9'-0" RES : l21 63 9'-0" -6„ RES DENT 164 9'-0" TYPICAL PARKING STRIPING PER (2/A801) 1'-6" 9'-0" 9'-0" IN2IG SR' moo. S 65 je 9'-0" 9'-0" EL 9'-0" - 6" 1 nN' 9'-0" 9'-0" 1'-6" EMERGENCY DRAIN SEE PLUMBING AND DETAIL(1/A802) 0" 1' 11-111111-11 I111-11= i 11=III111=1 11-11 III1 1=III , I 1=1 1 1 1! 111_1 1 1 11-111-111-11I-111—III 111 II1H11 !11lll I -I .. 1'-11/4" 0 11 99995666, we 9 we a S T1 14 111.,1A717 15 \l ;4A7181. l l1MNN1MK MW 401411111.K *Mt MNMNIK *11. M11.11NO MW ~NW NMi manna. NM. .1111M/W N.M NMNMM• MY4).-W0171 a.. NMMMN mei monism. M! .11111111K M.N MMMM.K MEK 011Ea11E44K mow MEMIEMK MeK MMMMW ME. M0001E11. 9E0. MaM14011. NEE6, NANNO. MM .111•••9 N000 NOOMOMM we WNW.. UM 16 ,1 \A718 / 28'-6" �G11 PARTIAL BASEMENT P2 FLOOR PLAN - A 28'-6" / 28'-6" I: I 1 1—. 11-1 ! I —I -I 11-1 I I-1 I i-11 — I I— 1 __ I I III -I � I; III —I I' ' I 1 -' I 111=1 11-11 I=1 -1 =1 (- —__1 I I-111 III 111=1' I=1 — I I-1 I = 111-1 1 111 111-I 11- -1 11=1 I 1=1 1- � ----� 11 III ___ I 1 I_-1; I__1 I �---� I � -- I ____ � I __II I I I i11-1iI=1-iI - i I __ _1 1-111=__III11 1 I I111_1' I111-1 I 111 ! 1-= I I 1=111-111 III 111- / G13� 61' - 5 1/2" 0000.:. 400. 9MLM090. we 99004E0E96 1 i i 0) M ti cM C;)q- �O SCALE: 1/8".1'-0" A\ SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" EXTERIOR CONDITION - (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS 60" DIA. SPACE WHEELCHAIR 1 CLEARANCE • 1'-6" MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND ( /A813) 1HR RATED EXTERIOR WALL ASSEMBLY PER....(9/A813)(11/A813) (3/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER J/A813 10/A813 1HR RATED CORRIDOR FIRE PARTITION PER C9/A814(.3/A814 1 HR RATED UNIT SEPARATION FIRE PARTITION PER {5/A81 2HR RATED STAIR/ SHAFT FIRE BARRIER PER WITIN 2HR FIRE WALL PER � 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE 13/A818 {9/A816) CONCRETE WALL PER 10/A816)11/A816) REFER TO STRUCTURAL DRAWINGS FOR SIZE 713/A811) 5/A817 3/A817 6/A816 METAL FURRING WALL ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS 201— BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. s`\ It \ P T INDICATES STOREFRONT TYPE INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE sr INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE INDICATES DOOR TYPE SEE DOOR SCHEDULE src - INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN © TOPPING & RECESS STRUCTURAL SLAB INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. I O 1 CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND L _ _ _1 ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL p V INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS INDICATES SCUPPER. FOR DETAIL REF SEE 1 C2/A832) IA832 INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..(2/A832) (3/A832) )ft INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(1/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER (1-1/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE IMAGINARY LOT LINES �W PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 4th Plan Check Submittal 06/07/2019 09/09/2019 revision date A Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 A A n n A A consultant: owner: REVIEWED FOR CODE CO ,WLIAij DEC 19 2019 BUREAU VERITAS NORTH AMERICA, CC �o wc o Q Q C-15U ca (D— U) cf) E ?:eca � m c QCO (3)" W zo >- 1Cf) L?) OU oui 0 >- HO w J O S CC N 0_ > WCC (13 0 a WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 PARTIAL BASEMENT P2 FLOOR PLAN - A SHEET TITLE SHEET No A200a 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 919/2019 9:36:15 AM Local File: C Users;rrnarinelarenaiDocu:rents;660r9_C.: rrEpo:•ite_2019_RMsrinelarena r% Consultant File Background Info: VediVmml 0 4' 8' 16' 24' 17' - 10" 27' - 11" 4' - 11" 13' - 1" Gy5 28' - 6" 4' - 11 3/8" 14' - 6 5/8" 19' - 6" 28' - 6" PARTIAL BUILDING PLAN NOTES job no. B6079 kr co N- C) GG Er) - \ 77\ (N 0) r I A712,i " I I <A7312 OPENING FOR P2 MAK1UP AIR ABO 1 A711 / WDDfl ! ILLA cm2: zy) W WI Z WI W • W 0 , W Z W 73, w 0 Cc 20' - 0" 17' - 10" 0) Co 24' - 0" DRIVE AISLE 0)- •to ED0) ED. 0) tc? 0) 26' - 6" 271- 11" 95. 40.5 46. .1115 41.11111.6 64. ..... (G, 2 PARTIAL BASEMENT P2 FLOOR PLAN - B 0) 0) • • • • M rn e g.07 NB6S3E m 20' - 0" 0 M /4'-11"/ 131- 1" 4' - 9" 15' -0 3/4" 23' - 9" M. ..... M.... 616. 00666 WMMW. Mb WORM. UM W.... W. WWWW. W. W.... W. mossmsme ...am emp mom.. m. mimmon — +moms. m. mm... ;ow G5 6 I stim- maw - law lummmw wm mamma WM .W • 3IDENT 154 ' - 0" 1 DRIVE AISLE ' - 11 1/4" 4'- 2" - — - K 1 I I .66 6655555656 6666 RESIDENT 155 " 1' -6" 9' - 0" 9A A71,9 I 65. wnms,55 mos feemmmi. .65 swarm. .6,awma RESIDENT 155 RESIDENT 157 ' - 6" 1 A715 • 55651 16149566.66 SSW 00ws5SYSEcist isiae RESIDENT 155 9' - 0" RESIDENT 155 ( 11 A716 ..-1111 MIR asasossamea REED DEN 160 9' - 0" ; 9' - 0" 1' - 6" 9' - 0" 1' - 6" 9' - 0" 9' - (Y' 9' - 0" // Ze EDIL iN3ES1 INBIG DSEd SHAFT OPENING H t OSll NEC EU RAGE LOCKERS SLI NaOSEE g 0" : - 6" 9' - 0" SL, imam . • .. . . ..... . 55665 5U555I*21,51 5.516.06666 0.1111155* 664.556606 06,50 95436566*60 .16806.655,.655, 4.20 45,6554443 .81 •55*1155.561 5C4•11 «00/001 555115.1. ..415064•60 56.50 1541,166,.01 15665 6*6600666* .6165665. ...65600 .5. .5665166. 6*66/ 16556556*0 .50 19' - 6" (G-9) 28' - 6" RE RE SCALE: 1/8“--11-0" 0 4' 8' 16' 24' SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" ft EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS ....,.._ -- - - .... ,, . • . • \ • ‘ • I 60" DIA. SPACE i WHEELCHAIR \ CLEARANCE • / . • . . . MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND / 1HR RATED EXTERIOR WALL ASSEMBLY PER.. (11/W13) ..(9/A8111/A81 3/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER EMMII 1HR RATED CORRIDOR FIRE PARTITION PER 1HR RATED UNIT SEPARATION FIRE PARTITION PER Of- it\81, 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 2HR FIRE WALL PER 13/A818) \ 0' 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER (9/A816) REFER TO STRUCTURAL DRAWINGS FOR SIZE 5/WI7) 13/A817 5/A816 6/A816 (10/A816) (11/A816) METAL FURRING WALL 3/A811) ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al 201-- TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE sr I -INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE D- INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB 0 V i=3 =1= INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2% SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF OUTLET SHALL BE NO LESS THAN 2AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS INDICATES SCUPPER. FOR DETAIL REF SEE C2/A832) (IA832) INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..C2/A83?) C3/A832) INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(1/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER fl/A-Iiii) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES - PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS (12 0 ✓ drawn submittal cn • 1st Plan Check Submittal O 2nd Plan Check Submittal _c (0 3rd Plan Check Submittal S 4th Plan Check Submittal c o 0 C +6' a) .E" a a) 0 C cts a) -c 0 (r) a a) co 0 a) 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A A A Revision 2 - 3rd P.C. Submittal 06/07/2019 -Fp consultant: N -C C 41 1E0 owner: oT1 1_12 a a a) +3' co o_ a) a) a) a architects, 0 0 E a) a) 7F0 a 0 a 0> ( (DX°CU all ideas, designs and plans represented by this drawing EIIIEVIED FOR CODE COMPLIANCE DEC 1 9 2019 BUREAU VERITAS NORTH AMERICA, IC. FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.21 7.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL BASEMENT P2 FLOOR PLAN - B SHEET TITLE 1 SHEET No A200b 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 919/2019 9:38:21 AM Local File: CAUsersirrnarinelarenaiDocuments\86079_Cornporsite_2019_RMarinelarena rvt Consultant File Background Info: @ 10 8 \\ A866 y' !13` A717 1 28'-6" 28'-6" S56P.6 60W .566Y.A64 5562 6965069 55565 561.11111.19 65656 566999959, 0669 659966:65, 6659 ow...7 u, 6559 SODNT 52 EMERGENCY DRAIN PEREfIA802 i - / 41'-65/8" 9'-4" 5'-75/8" �A652) 26'-7" ELEV. EQUIP. RM #2 '-0"1 9'-6" _ 11'-1" RE10EN 9`.D".: I'll- 6" # ' _ 0" -- ----- --- ----- -- ------ IN 0 R 9' 0" 6� 1/ / 28'-6" 19' - 10 7/8" 4.9 ^'^L•'•. .59 95695.1666 .569 9. Plaes a =- 45666 .5656965 5 156. 5566666E06 5.16.5 '. .59 969,5959 5559 5 'HI 65569P .59 56965555P 6500 WIC0+ » 669, 6995955559 mro 594 0604 65 9695.96 956 656559265 6 565 6652617. 99 45699655% .s 66916/6116 S SIDENT .0% RAMP DOWN" gaiSffei S DENT INRUMRE / 5655555559 55K6 96955.59 969 99.9969, 999 INVERtER 5.656 669 555056696E 9696 995969 5960 96:566590 6660E 56960699 .59 55.596551 Hd1 / G10 66661 9996569 6069 566566599 6566 96556966 8569 655656559 H000 996666. 665 956665666 5656 s 991.06 i 56446 .5066599 9666 9699600 56565 596599.9 06665 0666664659 6669 56965699 06004 9969659 6656 666659556 6659 9699559 28'-6" 7 16 A718 1 G11 PARTIAL BASEMENT P1 FLOOR PLAN - A 70' - 4 3/8" 28' - 6" G12 28'-6" / 66�/5'-73/8" / �26 5 5/8" .69 6569 714/ 61'-51/2" 695.06959 ,.544 16' - 10 6656 59569655 4656 699:599 i / 1— I:I i11 17101/2" ROOM- 1, '\A717 i 4 T\, A641 —I ,6666 +max.. 16* mom.. / G15) 56666 540460606'A 60040 665506000IX Wi6C ovj 00 r w ci ti 0 C) SCALE 1/8"=1'-0" 0 4 8 PARTIAL BUILDING PLAN NOTES SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE. FOR 60" DIA TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24 @ EXTERIOR CONDITION WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS / / • 160" DIA. SPACE 1 1 WHEELCHAIR Ix CLEARANCE • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND 1 HR RATED EXTERIOR WALL ASSEMBLY PER....(9/A8101/A813) (31A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER 6/A813 10/A813 1 HR RATED CORRIDOR FIRE PARTITION PER {9/A8103/A814/ 1HR RATED UNIT SEPARATION FIRE PARTITION PER 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 51A81 4) 2HR FIRE WALL PER 13/A818) {9/A816) (0/A816) 11/A81 METAL FURRING WALL 1,3/A811) 56 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE V—, FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al 201 TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS —BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS INDICATES STOREFRONT TYPE -- INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING T E INDICATES WINDOW TYPE SEE WINDOW SCHEDULE S � INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 } INDICATES MINIMUM STC VALUE D INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB 0 IE]I p 2J Nat aWat INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2% SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS INDICATES SCUPPER. FOR DETAIL REF SEE c2IA832) 3/A832 INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE .. /A832) (3/A83g INDICATES SCUPPER I H DOWNSPOUT. FOR DETAIL REF SEE ../1/A83_2) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC COLUMNS. INTALL PER (/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE IMAGINARY LOT LINES PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS ocation shown is prohibited. job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 A n A A A A n A consultant: owner: REVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, INC. 0 U FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL BASEMENT P1 FLOOR PLAN - A SHEET TITLE SHEET No A201 a 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9i9/2019 9:36 26 AM Local File: C.iiJserslrmarinelarer.aiDoct-:snentsT60i9_.`ompo:site_2019_F'Iv1annelarer::-3 rat Consultant File Background Info: 16' 24' CG2) kr bo 0 ti C-9 GE GJ N- CV M in ti N ZO N GK ENN rn GM —1— 17' - 10" / .009 5 .L A713 1 i A712 OPENING FOR P1 MAKE-UP AIR I 1 27'-11" 056'5" A054 Gy3 ,4' -11 ", OPENING I I FOR P2 2 \.,A711 P 13' - 1" Gy/ 28'-6" A866 - 11 3/ 14'-65/8" / 19'-6" 28'-6" aaartraanamo ....M. am ammo.. awe aomada. am. mamma. ammamo amo ammamm mum mammas maa mamma's maga madaomm mom mmaams mom %WNW.. mass W.A... Un. WWWAWY WSON95.,2 AZA 46665.,At AA& AW. RE 7'-2" 6'-0" EV. EQUIP. RVI 9'-0" I - 6" 9'-0" iF ACCESSIBLE 1' - 6" PARKING STALL STRIPING PER)/A054 /2\ TYPICAL PARKING STRIPING PER (2/A801D ES �N30193E / 17' - 10" 27' - 11 " /4' - 11" 13'-1" 4 9' ( 3 A861 TYP. 23'-9" «am ramansam amm mamma, *ram magammm we «f mamma, amo ammo. we ammo.. 40* «64 «b Y «fl «ffi fignMM. mom masammm gn. WA'L fl S — ammo — mom.AVfi a959 Wa +row mwom6d «Q PARTIAL BASEMENT P1 FLOOR PLAN - B m %mamma we mmagamm we eamaaaaaa aaace a5aa mma we aoccacdeOc aaca[ mommaw am* ...ma* *ma 444aa6ab aaca mamma* =Data mawaaoaea we ammo.. WV* MAMMA WOO 0aa6aa66aa cacao Z*% ta% .Y/1 J✓AAMMr me mama am mama., am aaa4aaaa am 6*4441c(ya F-6 19'-6" 19'-6" 28'-6" A\ SCALE: 1/8"=1'-0" 0 4' 8' 16' 24' PARTIAL BUILDING PLAN NOTES SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES ' NOTE: ,�--`�.. FOR 60" DIA. TURNING SPACE �N / INSIDE UNIT AND COMMUNITY / 60" DIA. SPACE N1 ROOM, SEE ENLARGED UNIT 1 WHEELCHAIR r PLANS: 1. CLEARANCE r AND COMMUNITY ROOM N` i PLAN: N. ..' 1'-6" 1-6" 24" @ EXTERIOR CONDITION - (WITH EXCEPTION OF UNIT BALCONY DOORS) 4111. I 4 � FIMP Old � flI �IS NOTE: BOTH SIDE OF THE DOOR l'-0"L MANEUVERING CLEARANCE 4 SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS L J .�� L 4 MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND E81A813) ` ./v> 1 HR RATED EXTERIOR WALL ASSEMBLY PER...,(9/A8101/A813/A814� ,_� ,�, � _ 1HR RATED EXTERIOR (STAGGERED STUD) ,`� `�,' WALL ASSEMBLY PER /A813 10tA813 III III III III II 1 HR RATED CORRIDOR FIRE PARTITION PER 9/A814 13/A814 .... ......... ..... 1 HR RATED UNIT SEPARATION FIRE PARTITION PER (51A81� i] iiii iii iii iiii 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 1/A817 5/A817 9/A817 13/A817 5/A816 6/A816 1111 2HR FIRE WALL PER (3/A818) 2HR CMU WALL PER 9/A816) v REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER (0/A816)11/A816) m a REFER TO STRUCTURAL DRAWINGS FOR SIZE - -� zz ,/ METAL FURRING WALL (13/A81 j) ALL INDICATED FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE FOR SEE UNIT FRAMING INFORMATION 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) TOP NUMBER INDICATES i UNIT PLAN TYPE, SEE A500 SERIES SHEETS Al 201— BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT s TYPE t ----INDICATES PANIC HARDWARE T INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED 1 T Iqq- GLAZING E INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY T`1 ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE INDICATES DOOR TYPE SEE D� DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE I— L MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. O I CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND _ ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN a GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. =L\ INDICATES SCUPPER. FOR DETAIL REF SEE (2/A832) /A832 . 1 INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE (21A832) (3/A83?) INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..C1/A832 n1)' INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER 111A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. ••• IMAGINARY LOT LINES -------- PROPERTY LINES `— — accec INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS / I Iii,... B IL bili...L ilk.. - job no. B6079 92 ▪ drawn La submittal • 1st Plan Check Submittal 02/05/2019 co 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 0C 4th Plan Check Submittal 09/09/2019 al • revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 L 0 0 N (i) consultant: N 0 t0 c0 permission of said architects, owner: PEVWE'WED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC, cc w ›- >- Zc, <EL Lo <13) Cl) Oo OGfi o F- 0 � o W 3 0_ - O S o: d. CC co 0 W Y LL °O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 PARTIAL BASEMENT P1 FLOOR PLAN - SHEET TITLE SHEET No A201 b 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:36:35 AM Local File: C: ;iJsers\rrnarinelarer.aiDocl_tments;B6O79_: omposite_2O19_RMarinelarerna.r Consultant File Background Info: 'R7. - r 7.5 • 1 .• • • t t..r . Ft .. vi •:• ' 2. . +.. , ..+ 11 F �;i•>."}=:'f•�7 • . L ..trt • tt.. I4 tt t{ I{ rertr + ,•v,r,.„„.„.., „.„ ,. Y,I • fk .-41 +i f4rrrf }f +: tf +: i } }f +: .• nn•..n vv.n •, •,.rr ' • • .•. if t *Y:•.. ...... .. • • i 4.+mom= ='__ r—:1 • IMMO I? rr I) rr ,$ tk • ... If.. +.. ... .....: :. .•. f2 #f t; ai.fL rF •.: !•::' Ft -- ='r k•r: +++'ts k.+•L+_—ft—"_:. ; t: „r �rrr2r r.n vn vv rcvv ............... _...,._ vnvvv, i• �r )Mlzt'11111t''Y„r..........7 • #s 22• k{ .. #$ • • • b+f •x*k ' f $ E22 { ct t{ { $f rYs . }•Y +t f+Y ##t PARTIAL FIRST FLOOR SLAB PLAN - A + +. tF . Fr . *} ;k • t} Fr c )I t7. -....F t fj ) { • • • If 11 14 • 41±1 19/A863 • • • 1. • la- • • • tf tr i. • 4. 1 . 4,!‘-'1T—::::--ht +4 .• • ••:. to., ,.,_.,,.,...r..;,..... •;........441:•:...;;:•.1;:•.: ; 0. ccf • • 1. .43 • 43 • IS SI tt • • • • .4 If 4.1 E • 4 41. • • 15 • tl • • CC 0 0 9/313 SCALE: 1/811=11-0" GD.9 RD (RG) 1:(7v)1 (34- 16' 24' slab plan notes 1 CONCRETE SLAB AND WALL OPENINGS AND SLEEVES TO BE VERIFIED AND COORDINATED WITH STRUCTURAL ENGINEER 2 SEE STRUCTURAL PLANS FOR SLAB INFORMATION 3 sEE CIVIL FOR SITE INFORMATION 4 SEE LANDSCAPE PLANS FOR COURTYARD AND PLANTER INFORMATION slab plan legend v/-7#/e DS-2 0" CONCRETE SLAB DEPRESSION SEE STRUCTURAL AND CIVIL PLANS SLAB DEPRESSION AT COURTYARD/ BALCONIES 5 1/2" STRUCTURAL SLAB STEP (SLOPE STRUCTURAL SLAB TO EDGE/DRAINS AS I NDICAT ED SEE LANDSCAPE FOR COURTYARD SLOPES) SLAB DEPRESSION AT NORTH BLDG ENTRANCE (ELEV- 28 8') 1' - 4" SLAB STEP SLAB DEPRESSION AT TILE FLOOR 1/2" CONCRETE SLAB DEPRESSION AND SLOPE 1/4" MAX TO DRAIN 0" CONCRETE SLAB DEPRESSION SLOPE TO DRAIN - SEE STRUCTURAL AND CIVIL PLANS SLAB ON GRADE - SEE LANDSCAPE PLAN FOR MORE INFORMATION BRICK PAVER - SEE LANDSCAPE PLAN FOR MORE INFORMATION INDICATES SLAB CHANGE OF ELEVATION, SEE CIVIL PLANS (symbol may not be shown in all locations to avoid cluttering drawing) SLOPE TO DRAIN INDICATES DOWNSPOUT THRU PODIUM SLAB PAVERS OR GRADE B6079 _o drawn 2 submittal co c 1st Plan Check Submittal o 2nd Plan Check Submittal 0 3rd Plan Check Submittal E 4th Plan Check Submittal -2 5th Plan Check Submittal co revision 45 CO 02/05/2019 04/12/2019 06/07/2019 09/09/2019 10/22/2019 date a) consultant. 0 -E owner: cTi 92 co co REVIEWED FOR CODE COPi1FLIAir CC (1) CD W (DC PI_ 0°):e0 CO C CO CDN CO= >-- Z 0 CL Fo) 0 0 o >" CC w Lil a_ - 0 S cc 2 LLI co 0 alo WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310 217.0425 PARTIAL FIRST FLOOR SLAB PLAitt- A SHEET TITLE SHEET No A210a 5th P.C. SUBMITTAL 10/22/2019 Plot Date 1012112019 3 30 51 PM Local File C \Users \i marinelarena\Documents\B6079_Cornposi[E,,_2019_PMarinelarena rvt Consultant File Background Info 'R2.2(R2.6 €C-4 PARTIAL FIRST FLOOR SLAB PLAN - B • 8/A825 eeee re, eeeee ee eeee. er ee eee, eee, e eeeee tt *4 +4 • • 31 ts • e+,...4.A.+.1.14.4.4,Z..7.%7.=1+:.741.1:;:3..44:. ii . L ' ' — ' . . - - . . * ' ' I . 4 . . . . • 4 , , +; . =-• I 4:. '• • 1,1"::+.4 3' T.:4`;;T/4"W • • 41.: • 1..t 44. 1.44 444 • • 41 1.3 iatt 44 4+ 44 lk 9 • • NIVRE MIR • • • • • • 4 • 11 • • • 14 ft • • ft ft • • • 1.1 • • 110 Is 4 fqf • • xi t. ft gt • cc cc cc • • 41. .:::li it 41 +1:":"77-7....-...-74...1 .......1•1--.....--........--i:;f:. • :< I, : • + G +4 tt +4 tt 1-4 it 44 • rteL rg • • • • ti tir til • tf IA • • .11 • • • • 23-4 4.4 4 • • kt utk • t tip • 1.11 14 Sr • • • • 44 • • • rx • • • • • • 44.4.4.5444 it 19/A863 slab plan notes 1 CONCRETE SLAB AND WALL OPENINGS AND SLEEVES TO BE VERIFIED AND COORDINATED WITH STRUCTURAL ENGINEER 2 SEE STRUCTURAL PLANS FOR SLAB INFORMATION 3 SEE CIVIL FOR SITE INFORMATION 4 SEE LANDSCAPE PLANS FOR COURTYARD AND PLANTER INFORMATION slab plan legend DS-2 0" CONCRETE SLAB DEPRESSION, SEE STRUCTURAL AND CIVIL PLANS SLAB DEPRESSION AT COURTYARD/ BALCONIES 5 1/2" STRUCTURAL SLAB STEP (SLOPE STRUCTURAL SLAB TO EDG EIDRAI NS AS INDICATED SEE LANDSCAPE FOR COURTYARD SLOPES) SLAB DEPRESSION AT NORTH BLDG ENTRANCE (ELEV- 28 8') 1' - 4" SLAB STEP SLAB DEPRESSION AT TILE FLOOR 1/2" CONCRETE SLAB DEPRESSION AND SLOPE 1/4" MAX TO DRAIN 0" CONCRETE SLAB DEPRESSION, SLOPE TO DRAIN - SEE STRUCTURAL AND CIVIL PLANS SLAB ON GRADE - SEE LANDSCAPE PLAN FOR MORE INFORMATION BRICK PAVER - SEE LANDSCAPE PLAN FOR MORE INFORMATION INDICATES SLAB CHANGE OF ELEVATION, SEE CIVIL PLANS (symbol may not be shown in all locations to avoid cluttering drawing) SLOPE TO DRAIN INDICATES DOWNSPOUT THRU PODIUM SLAB, PAVERS OR GRADE location shown is prohibited. a reuse of these job no. B6079 drawn submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 5th Plan Check Submittal 10/22/2019 revision date Do consultant: 0 owner: 09 T. a 46 a a cci i:EVIEWED FOR CODE COMPLIANCE BUREAU VERITAS NORTH AMERICA, MC. (L) (2) Lll c < < ca 0 E-- cc a_ cc a_ cc 0 u_ 411111..." WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 18 Park Avenue, Los Gatos, CA 95030 PARTIAL FIRST FLOOR SLAB SHEET TITLE SHEET No A210b 5th P.C. SUBMITTAL 10/22/2019 Plot Date 10/2112019 3 31 15 PM Local File C \i_iser.,\;rriarinelar,Docurnents\E.36079_Corrtp(h-ire_2019 _RMarinelarE rvt Consultant File Background Info 0 4' 8' 16' 24' RC A715 5.5MW 15.6 555.5555.55 -56MMWM WAM - - - - - - . - - T da, 35' - 3 1/4" GRATING -OPENING FOR P1 MAKE-UP AIR ( 15 ( A716 '\ A852 009591(21655 Me. 4.1.165.55.16. osse a55c5. .56193:- gsissszsssss easa :amass/5s rasis IcaasseosatMOMICalit-af0 implamsor, we, ( CONF. RM. SHAFT 118 L mi B-1 121 X ST-2 EAll HI HI IN HI HI III III HI HI HI HI III HI HI HI III iii NI HI III HI III III III III NI HE III A-1 123 • `I C-1 125 :A III IN III NI HI III III III III HI EE BE EH In !!I HI ni III iii iii III III Hi HI iii III III III Hi HI HI Iv I HI pi III III illul ul 1% >•• • • • • •a • • • • • • • • • • • • • • • 1.1 t • • • • • . ••• NORTH OURTYARD SEE Cl/A663 (7) 35' - 6 5/8" 15 A852 I 1959St 5 6 6 6 5 9 5 d 2956. deiS6(46666, .6659 -5.555.9566, X955. 4.7956,9566.3. 4,996. a 1% ------- I • • B-1 141 ST-2 • 1% \ A852 PLANTER WALL \ SEE LANDSCAPE AND (11/A863 I III III I III III III . HI HI NI in HI III HI HI I IN III III II HI II! HI N HI HI I!' II! I_ H HI HI HI HI IN HI HI Hi ill HI iH HI II I NI IN III HI IN I HI I IN HI HI HI HI HI III 111 HI HI 1114.111.11 NI III HI ii HI NI HI HI NI HI It Hi EE Prf UP 11613...M A-1 124 4gtioreworr <ST-3 in in ni In IIIIIiIIIiiiill in ii A-1 126 `1-11./ LI ... `.5": fr."9":5E (X/711==i7i===17". .• STEEL PosTs PER sTR.uc-r. • • • I . • • • • • • • • T • • • • I • • -I I • 0 I • S-1 128 K K - 44055.-ANOWXy m.. -16.56.064..4665M6MR. 440. affl. GRATING - OPENING FOR P1 MAKE-UP AIR 24' - 1 3/4" • al 11.- 101111111 ST-3> iii rill III In 3 k A631 .5556.555 1•95.5.5 MMOIMMO AMMI.M.Maimat mmlba sammmme- vm. ,„„ A:iii:o,„.„: 1248. liiit; r:4:-. II -i7i. OM • Si a 00 0 !M 0 II!I, 0 o US 124A, INA 1 all I EN ft Flat III III III III III III III riss.45-55515 16' - 9" a V1192-.4021MeM, a .600.66.210 -- • 11U # LEL /2\ CEILING MOUNTED SIG READ: "THIS IS NOT 11111 III II III I- 0 ON OBB MAILBOXES PER (2/W1 - = ,11/A811) IN IN ill NI HI NI III III HI HI III III III HI HI HI II ill HI III III III HI HI HI III III HI NI I mums A-1 130 A-1 129 C-1 127 I HI HI III 111 NI HI III NI III Ill111N HI HI HI III III HI HI HI IN unonsuanniranulanzumn 7- mralmildr MW.M. EMI 11 MAIL 21' - 2" 8-2" ENTRY HEIGHT LIMIT ;)-- SIGNAGE ( 5/A8O2)1 3.5.559566. al6 .1455aNia • • •IS91 aa G.49. ii L 3 \ k. A652 ) ROLL UP DOOR AMMITEMI Va. M140 4 4 4 LOW WALL 42" HIGH S-1 140 9951129566. III IN III Ill III Hi HI In III III HI In in IN HI IN In HI NI HI NI in NI _ A-1 132 4.1.15.6.4.60 61.&-.M.05... 40. 6456.45.66 *26 4.61.0.156 4.4 23' - 10 1/2" 1.6555:65656. - R54:65.6645665 4616. ...66(6566 -OM - PARTIAL FIRST FLOOR PLAN - A 16'- 51/4" -66666 6091661616. 620. a 6665, 0560,..40 14' - 4" *MOM* An. 610WOM0-6456.41W.M.P. a a 4M. 4.0.6661* 46.6- 24' - 1 1/4" 94 - *M. M.00.49:4 - - Sim 5 • A866 4000 145900X94 - - 100. VOIIIMINtlf GRATING - OPENING FOR P2 MAKE-UP AIR 23' - 10 1/2" 1111111.).11111111 S-1 134 S-1 138 II HI HI NI HI 1111WARItirti III • • alam sommumnS'AMM M.52m.. mmm Wa a .mmosma>amm. .• r A718 S-1 136 am. 32' - 7 3/4" ON 5 A641) c() SCALE: 1/8=1-0" RI\ .A\ PARTIAL BUILDING PLAN NOTES SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" © EXTERIOR CONDITION ITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS ... - . , S. / S. / • / 60" DIA. SPACE WHEELCHAIR CLEARANCE • • / S. / S. . ... , MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES r L MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND IlIllIllIllIllI 1HR RATED EXTERIOR WALL ASSEMBLY PER 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER 1HR RATED CORRIDOR FIRE PARTITION PER 1HR RATED UNIT SEPARATION FIRE PARTITION PER (5/A814) (8/A81 (/A81(11/A81 (13/A81 6/A813)(10/A813) 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 1IAB175IAB17 13/A817 6/A816 NUM 2HR FIRE WALL PER 13/A818) 2HR CMU WALL PER (9/A810 \ REFER TO STRUCTURAL DRAWINGS FOR SIZE .10/A810 (11/A816) , METAL FURRING WALL (.13/A811) CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) - TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS Al 201 BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE -INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 T PL511F-- INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE SIC INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2c1/0 IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. 7 CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND I ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. /1\ INDICATES SCUPPER FOR DETAIL REF SEE (2/A832) (13/A832) INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..(/32)(3/-.A-64 • • • INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(1/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER (1/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES a a- PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS -d job no. B6079 ▪ drawn a CD •_ 4th Plan Check Submittal ft-5 5th Plan Check Submittal 9_ -0 a) a a) cr, I- . CD aA submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 09/09/2019 10/22/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 7Revision 2 - 3rd P.C. Submittal 06/07/2019 A Revision 4 - 5th P.C. Submittal 10/22/2019 (i) consultant: 0 _c CO a) the exclusive REVIEWED FOR CODE COMPLIANCE DEC 1 9 2019 BUREAU VERITAS NORTH AMERICA, IC >- a_ 0 LU cc a_ cc acc LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL FIRST FLOOR PLAN -A SHEET TITLE SHEET No A211a 5th P.C.SUBMITTAL , 0 4' 8' 16' 24' 31' - 31 /4" r9 \ ' A866 1 37' - 6 1/4" PARTIAL BUILDING PLAN NOTES job no. B6079 drawn RNC C\J CO ti r N er 5 A713 GRATING - OPENING FOR P1 MAKE-UP AIR* i"— \A711/ I GRATING- ! OPENING FOR P2 MAKE-UP AIR; 13 A852 A853 J Y 10 \ A866 \A711 • f • O ,9 \ A853 i i 715 \ A852 j :III II:: =III :::: 323sa:BAD mll— �Hln- = ki Ili 1811111111111101 Ili 111 111 III ill lii ill II ill Imo■ EEEEEEII 1EEEEEEEEI 24'-61/4" an aaam an ale aaalale¢ saae erawiaz Mai 4111111111111111, Mal PARTIAL FIRST FLOOR PLAN - B soo \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ III III III III III Ill III HI HI Ill III III III III III III III HI 111 III III IIll III III 111 III lH HI III III III III III Ill III III 11 Iii III il�iIll III III III III III III III III ill III III III III III III III III III III III HI III III III III Ill HI III III III III Ill III Ilsi ICSI 3ISS III= Iii: I MIME W:ta 1f# •11:1:ItI: Ill iil ill :f a :#:1:: i EMIS?E: ::l ;sl:a::•:0.00'l: i0310:1F00:133a t•1::0,1•3 1j. -__ 1111 AI R'Att Il1'1! 00 '111'1LM1'1111, ° 1111l�1 Hll fl= 1::ilI:itti:I If:i ii£ II;lee:i> ettaaiIEE I i£:LI l Ill ill lIII ill !III 111 iill' IHIII III III ill III III ill III Ili1111 i ill ill luli 16'-21/2" AMP warms. - ass war am - ow* aaoazaysae 1 49191 amp n annnnwnntt WAS SeafeNSONSI saws awtid9r4aa aa■a aaa■ars arm aaesra• awe 14'-2" • • • • • 6'-65/8"� 72' - 4 3/4" raaaaw aana aasesaae a■a, .-....,._. . A714 i' LOBBY #1 I l3;1:1100000:aaE:13:2: .: T. _r• "ma 2 \-- [ • A66i • • SOU1H COURT' ARD • • • • • • • • • • r.-- 1 wa■ aaaaaaw■ ae aama•.11 a rI • Li 35165-45:I1151RIan-wan aaa■smma Meat 6665565559 2 `,A853� OFFICE OFFICE COMM1UNITY RM. 2 Y1_ .\ 9A \:I - - A853) -4(,:-- 10-')1- - ------------- A719/ -' '5A715% y aaVIIIaaa aes• .aaaaa11111a • s1111181111111105% :mow. - -a.r11w..wN ..■wow-_-111111111rw.. .. .we OFFICE to;c:>:>:JII III III III CONF. RM. STAIR ..116B... A61/' comma ate- ammo e-aa■--aawww•-- woo- -arwaaa■--aar--awaraaa--arse- mown— vow - - inummem- -am --smoisves - Arm - -senior as--so*-semiiir MIIa-aralwra: 46' - 11 1 /2" 1 tc-A813 III HI Ill I Ill Ill Ill HI I II IE =III III III III III III III I III III III III I 1 1 IIII III I 1 IIIII III I C-1 125 D:. OFICE Ell III III III III III III III III III III II III III III III III III II : II III III III III III III III III III III III III 1111 111 III III_ III III 11 III 1 111 -1002511:40a4- anaa-aaaaaaaaaw wan wawsnw- arw wanaarl Aare- aaawaa■--sew-- 24' - 1 3/4" • 04, SCALE: 1/8"=1'-0" SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" © EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS ,,---- / 60" DIA. SPACE • WHEELCHAIR I ` CLEARANCE /I \ -- MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND 11 is ii••••�. �. �.i: is i::::: (8/A813) 1HR RATED EXTERIOR WALL ASSEMBLY PER (9/A813)01/A813) (3/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER (6/A813)(10/A813) 1HR RATED CORRIDOR FIRE PARTITION PER 1HR RATED UNIT SEPARATION FIRE PARTITION PER (5/A814) 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 2HR FIRE WALL PER 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE METAL FURRING WALL 1/A817. 5/A817 9/A817 5/A816 0 3/A8180 (9/A816) 13/A817 6/A816 .00/A8160 01/A8160 (13/A811) ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al 201 TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 TA E INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE SIC IINDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE D-L.— INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB cJ INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. /-II\ INDICATES SCUPPER. FOR DETAIL REF SEE (2/A832) (31A832) I INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..../A832 C3/A832 55665.3.3.1566 (s. INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(1/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER C1/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check 4th Plan Check 5th Plan Check revision Submittal Submittal Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 10/22/2019 date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 A A A n consultant: a) U owner: 2 I•cs a �L> L 0 X a) a) _c co a) _c a) 0 a) To— _c U1 (o Q. i _U trr8 a) 0 a the exclusive a) co 0) c I CO 73 SHEET TITLE ' EWEr FOR CODE COMPLIANCE DEC 19 2019 3UREAU VERITAS NORTH AMERICA, z a 0 U w >- a_ 0 cc 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL FIRST FLOOR PLAN -B c0 0 c 0) SHEET No cr D A211b 5th P.C. SUBMITTAL 10/22/2019 Plot Date: 10/21/2019 3.32:58 PM Local File: C:\Users\rrnarinelarena\Docl_ meras\B6079_Cornposite_2019_RMarinelarena.r;4 Consultant File Background Info: 0 4' 8' 16' 24' 0 RA RM) 10 ,„ A715 35' - 3 1/4" / 11 \ A716 7 ssztas 56656 166sasfass 66566 6s66656356w 56565 Sia666666f '<Zak w665666to .66e 6e666565azz' 6666< 65666:6666 6,66 6,216666x6 666se eas66666666 6669 .956.666 .56 6565666666;' 6506 656468. 55956 -mamma 12 'IA Atitlf.alWarall in I I in in in '111III III in in in mil III Hi in Eli III III 111 III III III SHAFT UP Di Ill II Ill II PI III Ill II A862 1 ll vim 11111111111 III H1111111 Ill III Ill Ill Hi Ill Ill Ill III ID Ill In III in nil Ill III III EE ... ORA I.; • C-1 225 Eli HI III HI III III Ill III III III III II III III III III HI III III III ""Il a a a 24' - 1 3/4" c_ hi A-1 223 A716 .0.11.21116111111\11VONLMMIKARIENIMIAle III III III III III HI III I 111 111 I III III III 6656.56655 6.6 .56666566 .56 16 A718 23' - 10 1/2" PARTIAL SECOND FLOOR PLAN - A 23' - 3 7/8" ssseasssea6 56565 956259696 55559 III III HI III III III III III I III III in II. III III III II III PI III III 6666 RiO A862 56165 9.0699256. 6959 9222659k. 955. CC) CO 17 A814 17- LN, X N-v-Y 16' - 5 1/4" 4 .4431140C- STEEL POSTS PER STRUCT. 7 A818 35' - 6 5/8" AMMM OMMM iM> iMMM6 a WMMM MS6 PMMWS <MS GMM56W a MMES -igZW.M*0 10.111116.11112110111MIKAPIAMININIF MI 11: :IIIII Ill Ii III III in III II III iIII III Iirl/1/111191 A862 .1 SIM 7MMIMIMPZ411 III 1 91- 5 3/8" 6 \\, 4 ‘1:skA652," A652 1111142.MMINSISIES 9' - 7" 4 A631 .) a a 9.955926 ..... ----- _ AIR #3 SEES IN1 HI Bi 16 %Kama Ill III III Ill Ill Ill Ai in III in Iii 11111 III Iv III II III III Ill Ill III Ill III III tit ni in in n • :66 6:46: 6:666656656.66: 666: 666:X66:666:.: 6.5 666: . 66:66/ I HI HI II HI III III 1 111 HI HI I!! II! III HI =III III III III III III III III III III III= , 1206) STORAGE III in III In in In III IFII in II! 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TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24"@ EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS - - 60" DIA. SPACE \ WHEELCHAIR CLEARANCE I/ • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND AW 1HR RATED EXTERIOR WALL ASSEMBLY PER.. 10111111E10 • • 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER 1HR RATED CORRIDOR FIRE PARTITION PER 6IA813) 9/A81)11/A81 (3IA814) (IA813)KIA813) 9/A8f4Xi3/A81. 1HR RATED UNIT SEPARATION FIRE PARTITION PER 5/Af11--411 2HR RATED STAIR/ SHAFT FIRE BARRIER PER if/A817(/A817 (/A817 7_61A816 6/A816 11T 2HR FIRE WALL PER 73IA818 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE 9/A81 CONCRETE WALL PER (10/A816) 0-1/A816) REFER TO STRUCTURAL DRAWINGS FOR SIZE METAL FURRING WALL ,13/A811) ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS 201- BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE D INDICATES DOOR TYPE SEE DOOR SCHEDULE src INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB 7 0 INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. I INDICATES SCUPPER. FOR DETAIL REF SEE V ( 2/A832) /A832 r-t-i INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..C2/A832) C._3/A837) 66665665665t 5666t 563566666666 INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(11/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER (1/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS -6 job no. a) 13 drawn 0 ?".1 B6079 submittal •c- 1st Plan Check Submittal O 2nd Plan Check Submittal _c u) 3rd Plan Check Submittal E 4th Plan Check Submittal 0 02/05/2019 04/12/2019 06/07/2019 09/09/2019 0 -o 0 a) a Revision 2 - 3rd P.C. Submittal 06/07/2019 IO if) _c 0 co 0) a) revision revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 0 a) a) A 7:30 consultant: N 5 C (I) Co a) 1E owner: (',75 P 0 .(T) o_ a) a_ Q. a) 5 Q. a) a) 0 2 (1) a) 0 1+0 a) 0 a a) 7)> X a) a) _c a) Co 0) C D 1.4 _0 -0 a) a) a) (I) REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, MC W I THEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 PARTIAL SECOND FLOOR PLAN -A Co 01 -o SHEET TITLE Co co 0) SHEET No _(:) a) 0 Co A221 a 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:39:11 AM Local File: CAUsers‘rrnarinelarena\Docuirients\N-3079Composqe_2019._RMaririelarena.rvt Consultant File Background Info: 0 48' 16' 24' CRA) RO • mea 10 `,4 �A818 / yft 4,000, 31'-31/4" 00, W'aA■PYM NW: r. ir• 04, 37' - 6 1/4" III III III III III HI III III III III I1- III III III Ill Il� UII III III III Ill III III I III III III III III ill III II `- t � rS I 111 III In l�lll III \A818 >I III III III III III III III III III III III III III III III III III III III III III III III III III III III 11111 III III III III III III E?lE.....gi .... ##: II 1: wi III yiall III in ��� ::f:#- ;I '1: 'i1rUEMI -I 1 ��- #-iti I Ili III III Min iii II II II ill hi ill limommIlii III Iii iil !III ill !III ill III •1♦monno— I a (R1) 24' - 6 1/4" PARTIAL SECOND FLOOR PLAN - B 16'-21/2" 1 A313 11111 III III HI III m ill III III iiU�.11 III lii II I �iil ■ 24' - 1 1/4" 14'-2" 8 A714 6 Ate{ o O � 4 A6511) 6' - 7 5/8" mime ssiolexmise. 24' - 6 3/4" 23' - 101 /2" 9A ,\, A719 /I i 0 gtia IIII iii liiInHiIliIII IIII Ili IIIIliIII III III III III illill Ili111IliIII 1 IIII Illii IIIIIII III IIIII®iiiiIII III III III III III IllIII III 1111III IliIli 7 \;, ,A714 i I • • • I • • • I • • • I • • • I • • • I • • I • • • I • • • raJ • • • • • • • • • I • • • I • • • I • • • • • • • • • I • • • re. J kee 2 I \A661 Q\ Cr) 0 III III II III III III III III II III III III III II:II III III Ill II III III III III III Ill III III Ill I11 III 111 III I;I Ili In III HI III III HI III III . ,,a wacam..a LiI1il11ul1uI 23' - 101 /2" /1 AA715 * — a 11111111111 III�i III iil 1 III III III 1111MMii1 III iii III III III III III III III iil SHAFT NOFt i'kf B8L' 4k'N4:Rf 1-1 i/ 2 A621 MM .aa.M «aa aa,.aaaaau «Cc awa WM 6 «O 6Y.# exn w.a.,,o aam c . W. cwa ni.eanaaa w,n waaaax+na was waaw,.M W. aW.. wawa wamaa,.m a 46' - 11 1/2" 11 A716 I =1r III in in III III III I III IIII ill III III III III III III III III III III III III III III III III Ill IN ---------------- BE EE EE EE EE EE EE III III III III III HI III III III 111 II_ C-1 225 210 ST GE =I III III III III III III Ill III III III II III III 111 III III 111 II II III III III III III III 111 III III 1116.M.111 III III III 11 II 111_III III_ III III 1I III III waa saaua :: anz a .MW ft. M..o.. .W aaaa MM M. ao.MM ucu .W. 24' - 1 3/4" R'B21 SCALE: 1/8"=1'-0" 0 4' 8' 16' 24' PARTIAL BUILDING PLAN NOTES SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" @ EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS • / 60" DIA. SPACE ‘1 WHEELCHAIR 1� CLEARANCE MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND % • .:X'rXX `vita - gP % MEM E/A813 1 HR RATED EXTERIOR WALL ASSEMBLY PER....(9/A81)(1/A813) 03/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER 1HR RATED CORRIDOR FIRE PARTITION PER.. 1 HR RATED UNIT SEPARATION FIRE PARTITION PER ,(,5/A814) 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 61A813 tOlA813 NUM 2HR FIRE WALL PER 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE METAL FURRING WALL (3/A818 (9/A816) .(0/A816) (1 /A816) (3/A81 1 ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al 201 TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE -- INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 A s�c INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE INDICATES DOOR TYPE SEE DOOR SCHEDULE INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB ti STC p p 0 V INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. INDICATES SCUPPER. FOR DETAIL REF SEE INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..i12IA832) (3/A832) INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..CJIA832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER 11/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES aa� PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS job no. B6071 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/201 04/12/201 c 06/07/201 09/09/201 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 consultant: owner: EE IEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, C C LU ›- CO O C a) a) 45 U Co a) E (13 cm co c s— N MM� C3� W z a 0 :,)•.. CC w a 0 CC w CC 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 PARTIAL SECOND FLOOR PLAN - B SHEET TITLE SHEET No A221 b 4th P.C. SUBMITTAL 09/09/2019 Plot Date' 919/2019 9:39:19 AM Local File: C: LERers\rrnarinr?lar?n A DocI_Irrpnt s1H6079 (MmMosite 2019: RMarinF?larP?nn oft Consultant File Racknrollnrl Info. 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X_X-X-\ -X-/-- _X X-\ aweabar. 8666t bbbwwa•.at L66bt «„AaaaW awu awwbwaa {boa :b6565a0U, COW /gY1g0Yi A' Kt mo06 swewwbw 32' - 7 3/4" 14 `\A7f7-i \15 A718 CO EC) CV CV CO CNI CV CO Lc) CD Cfl CO SCALE: 1/8"=1-0" PARTIAL BUILDING PLAN NOTES SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" © EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS ` �• i ` r 60" DIA. SPACE I WHEELCHAIR I I� CLEARANCE MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND • -'fit `-.�i �- �-- C8/A813 1 HR RATED EXTERIOR WALL ASSEMBLY PER....(9/A813)(11/A813) (13/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER 1HR RATED CORRIDOR FIRE PARTITION PER <IA813 101A813 1 HR RATED UNIT SEPARATION FIRE PARTITION PER (5/A814) 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 1/A817 51A817 9/A817 13/A817 61A816 NUM 2HR FIRE WALL PER 13/A818) 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE , (9/A816) 10/A816) (1 /A816) METAL FURRING WALL (13/A811 CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS Al 201 BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE r INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE s-c 1 INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE D- INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB L D 4011111501.551. WSW WV INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. INDICATES SCUPPER. FOR DETAIL REF SEE 1\ 21A832 3/A8324 INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..(2/A832) (3/A832) INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(11A832 INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER (1-1/A811) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 A A n A A A consultant: owner: F VIEWED FOR CODE COMFLIAr10E DEC 192019 3U12EAll VEIIITAS NORTH AMERICA, In. >- z a 0 cc w a 0 a w 0 u_ WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL THIRD FLOOR PLAN -A SHEET TITLE SHEET No A231a Plot Date: 919/2019 9:39:26 AM Local File: C:\Userstrmarinelarena1Docl-Imenta1B6079_Composite_2019_RMarinelarena.M Consultant File Background Info: 0 4' 8' 16' 24' 4th P.C. 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TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" @ EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS / I 60" DIA. SPACE NI WHEELCHAIR Ix CLEARANCE i / • • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND 1 HR RATED EXTERIOR WALL ASSEMBLY PER.. ( 8/A813) ..Ci/A8f 11/A813) (3/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER 1 HR RATED CORRIDOR FIRE PARTITION PER (/A813 10/A813 (9/A814)(31A814 1HR RATED UNIT SEPARATION FIRE PARTITION PER 5/A814 2HR RATED STAIR/ SHAFT FIRE BARRIER PER (/A817(IA817 (9/A817 131A817 61A816 iffirN 2HR FIRE WALL PER 13/A818) 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE /l METAL FURRING WALL (9/A816) 10/A816) Ki /A816) C3/A81 ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al L.201 TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE — INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE 1i INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. p -1 CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND L A ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL 0 p t INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. INDICATES SCUPPER. FOR DETAIL REF SEE f 1 I INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE .. 2/A832) 3/A832 2/A832) 3 A83� INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..J/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER 11/A811T BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. • IMAGINARY LOT LINES PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS -d job no. a) B6079 T) drawn 0 a submittal c 1st Plan Check Submittal 02/05/2019 oo 2nd Plan Check Submittal 04/12/2019 - 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 revision U date -o a) Revision 1 - 2nd P.C. Submittal '5_ Revision 2 - 3rd P.C. Submittal S L 0 (0 (r 0 U C c0 a a) a) —yam 0 a) ▪ consultant: N 0 cc C C c0 W U 04/12/2019 06/07/2019 a) U owner: C LnC` W a COW X a) a) a) a) 0 a nL` cc r O C cc a O U 0 U L 1c E 0 U co E a) a) I O L a a) U X a) a) -C I. a) c0 0) C Ic O O a .Q D a) C a) U a) na W L 0) C 1c a - SHEET TITLE RFWEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, I; } Z a 0 cc w a O a cc O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL THIRD FLOOR PLAN -B SHEET No A231b 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:39:._.3 AM Local File: C:iUsersArrnarinelarS r.aiDocrin'laartts11;1i60"i9_Composite_2019_R'vlarinelarer.a.rvt Consultant File Background Info: 0 4' 8' 16' 24' RI R8 11 A716 - WWW6955, WRSer 5/..5593e WSW 554.0.151,it WSW A-1 409 35' - 3 1/4" r 12 \ A716 MM M.M. 6546, a W... M. ..W. tWJMWMOrM. MMMM WM 11165XMOS I II III III 111-11111•111.1111 II III III III III III III III III II = III III III III III III III 111 II! I!! III I_ !II III !!!I III 1111 III III IINIZONICOI411010101111111101611070111Cle USWit*L1111- 0 0 0 % ;9 \ A862 I II III III II III III ill III Ili III III III II III III Ill III ill iii ill hi ll Hi III Ill ilia III ill Ill III HI III III III III HI HI HI HI H r - ,410) STORAGE C-1 415 EEO IN HI III HI II! III III HI IN III ilIll III IN III IN III HI NI 111 'II 111 IN III III III II! !I HI .fl III III I III III Ill 23' - 2 3/4" I III III III HI II! III III III I III III II III III III II HI IL!!! I!! A862 II III III III III III ill Hi Hi III IIi II III lil III fi I III HI ill III Ili III III III 11111 UI III III III III III III III ii III Dliii II III III III HI ill ill III hi 11111111111 111010101W IN IN NI Ili 111 M./M. WM... WM witotomil 66W ,/ 16 \\ `4. A718 23' 10 1/2" 24' - 1 3/4" B-5 418 • Re— STEEL POSTS PER STRUCT. A818) RII III III • • • • SIM • , • • • • • • • • • • • • • • • • • • • • • • • 35' - 7 3/4" 1.7.011KOSI HI HI HI III 11 NI.111 III HI III HI III 0000 .5:4444400 0004.5 xixixaseao socao 5.0000 aav0* nmcorz.rx we. ...saws taw ••••••••• 16' - 5 1/4" PARTIAL FOURTH FLOOR PLAN - A 7( 14' - 4" 111 I! 1111 III III Ill S III III 6' - 10" /1/ 1/161mHnummullifiammil A862 A-1 419 11/ 9' - 7" 9' - 5 3/8" 6 A652 P24 tX242114.1.18 INEISMIESS 11•111111111111111111IIIIMMITill C-1 417 DVV • 31' - 6 1/2" as wws .wwww I I 101111111 III II I DI I III 11111 III II II011 H1111111 V- 1 111 III III IN I HI III 111 IN HI III Hi HI I HI HI HI HI HI III IN Hill M MIN01101.0)11 111 IN 1 1 HI HI HI III HI NI III AI 111 M IN III IN 111 HI HI HI HI HI HI HI m MI IN 11 III III MEM-MEM IiLM M I II IWARglIM1,%*?:_alii, no II! III III I HI HI I!! I!! III Ill II! STORAGE In Ill III in DI NI HI II! III 11111 HI IN III Ill III III HI Di Di II ------ - 7 . . . 7 1/2" WM MM.. WM W.M. WM M.S.. WM U f:10 -50 LC) CNI Co Cr) C:) V— (15 A718 ---/' • CNI 5050 r Cr) • ..W. ..W. W. M... W. W. WM W..W *ow «0000000, WM M.W. .W W.M. soso ..W. 00000 ..W. W.M. ..W. M. M. MM... M. M.MM 24' - 1 1/4" 23' - 10 1/2" R14 R15 SCALE: 1/8H=1'-0" 0:: 0 0 PARTIAL BUILDING PLAN NOTES SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" @ EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS . . • • • / • / 60" DIA. SPACE i WHEELCHAIR Ix CLEARANCE / • / • • • • . . MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND (-t-3/44 'SeV\WWS 1HR RATED EXTERIOR WALL ASSEMBLY PER....(9/A813)01/A81 (3/A814) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER (NM-3) 0/ -A-81) IIIuIIuIIIIIIII 1 HR RATED CORRIDOR FIRE PARTITION PER 1HR RATED UNIT SEPARATION FIRE PARTITION PER (5/A814) 2HR RATED STAIR/ SHAFT FIRE BARRIER PER 1/A817 91A817 UMW 2HR FIRE WALL PER ovAe6) 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE / / / (9/A816) CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE METAL FURRING WALL 10/A816)11/A816) 13/A81D ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al 201 TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE --- INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 T INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE SjC INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A82 INDICATES MINIMUM STC VALUE Ji) INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN @ TOPPING & RECESS STRUCTURAL SLAB L 0 INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. =Li I INDICATES SCUPPER. FOR DETAIL REF SEE V (2/A84 (3/A832) INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..(121A8* (3/A832) INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..(1/A832) INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER (ft/A81) BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES — PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS -6 job no. B6079 1-o drawn submittal 1st Plan Check Submittal 02/05/2019 04/12/2019 _c o 2nd Plan Check Submittal u) 3rd Plan Check Submittal 06/07/2019 E 4th Plan Check Submittal 09/09/2019 47; (10 revision a)/1\ Revision 1 - 2nd P.C. Submittal 04/12/2019 -2L _c date Revision 2- 3rd P.C. Submittal 06/07/2019 92 Dia) consultant: N 0 4- (0 C (T1 1-E0 owner: P a a u9 Xa a) a) a a) -oc a 2 -50 To - a) a 2 a _Q -92 a) a L. co a 0 SHEET TITLE EEViEWED FOR CODE C041PLIARCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, C. WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.21 7.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL FOURTH FLOOR PLAN -A (t, 0) (19 SHEET No -0 a) 0 TO A241 a 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:39:40 AM Local File: CAUsers\rmarinelarena\Documents\B6079_Composite_2019_RMarinelarena.M Consultant File Background Info: 0 4' 8' 16' 24' 31' - 3 1/4" 37' - 6 1/4" 14' - 2" - 9 5/16" 48' - 3 9/16" R7 23' - 10 1/2" PARTIAL BUILDING PLAN NOTES -6 job no. B6079 la drawn CD EC) 1 a a A711 a a I a I I I a I a I a ( 5 A813 I A818 j : ,:,-.:• , , 1 Ettittl:Sia frZEMENNERNEWEENTOMMr .A / .7 rESSI3CISS Min P 141111L, . :.• .:fi R1) ... . . .. . : ..„ :.• . . . ... . ' '; : : " • , , .. • .......... • • • • . , .40 oos°' ;•1•4•-igtiziMP•MI:wal III III III III III Ill III III III in III 00°' I IIII HI ID III HI 111 III III III IV III IH HI IH DI SIZIEFIEM• I I ig: s: .iweliVAmarmgai'li4**iliftwitir4 01/1EMISIVE it ' IME11442::1:2* a's SI:4-4:I:WW:N:1-2'1:2:2:S;S:LLE:211:3•41 • . , • 1 IMMO MI MI IN • • • • • • • • • • • • • • • • • • • • • • • • • I 6 A713 8 A714 / • • 0 • I • 9 k A715 " " . ... ..w 115501:501105 MIS MOWN! WWI 111111111•11 4n* 11•111 11111811116111 MOM ,NNOMM NUR 01•1750. JIM 1•111111•15 •÷, -84ffriMMNIERigwsitTe • znii III III in III III m III in III III III III II m I U II hI III II in III II 7 \\ A714 '\ A651 / 9 \, A862 ;) L.,.-. ___ ... -::,- -1 CNI EN 7.----„, i 4 ',, A611 i -i / a) *-; ..... 00. 05509.5006 9900 099.50005 0 99,9,8966.44 99609665•25652} 5664 2.550.5. 6950 945.22.0 &KO 0.565.11259 .990 r/5.709ft. .950 .9599942. 059991.105 55.4 ....SS. 95.5 16005005955, 5559555.225 .555 45.5595055 att.:wet %SO 999559565. a ..55055059 M. 9992.9055P 0904 <05.55045. 49650 .5,519194. 4600 1 PARTIAL FOURTH FLOOR PLAN - B • • • • • • • • • • I • • • • • • • I • • • I 2 A661 j 111 III HI Ill III HI III III III III III III 9A N\ A719 ) -‘111111111 5111110, r5 0650 5556560616 ID 10 HI III HI III HI HI III hI Id Hi I IH HI 7 o A715 I 05056 ..... 5505e 005511,,,, 555555 -roo05. 5550. I II ID III III III III II III III III limiumum141 111 1,1 III III III III III III III 112. - - - - A-1 409 A716 6556 .5.0555.55 B-4 411 III III III III HI III III III H HI III III III losimmilloi III III III III III III III III HI HI 1H III 41 III III HI III PI HI ID III III Ill III III III III III 1 111 HI HI II .1 N` 1 III III III III III III III III III I ( 2 `, A621 / 6560666660 aate on,..ocome. •soret 40060000000 nmeo .anwastato ars, 4000006600 ma. 0000006006 oma 00550666" Iowa sessossea00 ssa. loaascomoo sac. // 14' - 5 1/2" R6.8) Pt- III III III III III III III III III III III - II III III 11111 III Ill III III III III III III III III III III III . ' . C-1 415 410 1111111111111111111, STORAGE III HI III III III III III III III III 11111111111 III III III II 11 III III III III III ID III II III III III III III II III III III III (R7.3) 66C5650 .50, 6.5e. 05050050. 050% .505.500 0:05, .566.10005, 24' - 1 3/4" RA SCALE: 1/8"=1'-0" SEE "COMPOSITE BUILDING PLAN NOTES" ON A110 SERIES FOR ADDITIONAL NOTES NOTE: FOR 60" DIA. TURNING SPACE INSIDE UNIT AND COMMUNITY ROOM, SEE ENLARGED UNIT PLANS: AND COMMUNITY ROOM PLAN: 24" @ EXTERIOR CONDITION (WITH EXCEPTION OF UNIT BALCONY DOORS) NOTE: BOTH SIDE OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTIONS - - - -- --- , . . . , . , . / I 60" DIA. SPACE \ WHEELCHAIR 1‘ CLEARANCE / \ / • . ......____. MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES COMPOSITE BUILDING PLAN LEGEND (1:1/A-In 1HR RATED EXTERIOR WALL ASSEMBLY PER....(9/A8101/A813)(13/A811) 1HR RATED EXTERIOR (STAGGERED STUD) WALL ASSEMBLY PER (-6/A810//W 1HR RATED CORRIDOR FIRE PARTITION PER 1 HR RATED UNIT SEPARATION FIRE PARTITION PER (5/A814) 2HR RATED STAIR/ SHAFT FIRE BARRIER PER MUM 2HR FIRE WALL PER 1.1 2HR CMU WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE CONCRETE WALL PER REFER TO STRUCTURAL DRAWINGS FOR SIZE -' METAL FURRING WALL 13/A811P 5/A817 13/A817 61A816 9/A816) 10/A816)(11/A816) (13/A811) ALL FRAMING DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE FOR UNIT FRAMING INFORMATION SEE 500 SERIES UNIT PLAN SHEETS (A501, A502, A503, etc.) Al 201 TOP NUMBER INDICATES UNIT PLAN TYPE, SEE A500 SERIES SHEETS BOTTOM NUMBER INDICATES SPECIFIC UNIT PLAN NUMBER INTENDED FOR COORDINATION AND IDENTIFICATION OF LOCATION DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNIT MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT INTENDED TO BE THE LEGAL ADDRESS. INDICATES STOREFRONT TYPE --INDICATES PANIC HARDWARE INDICATES TEMPERED GLAZING - SEE STOREFRONT SCHED. INDICATES DOOR SIGN - SEE DOOR AND WINDOW NOTES #28 ON A411 INDICATES TEMPERED GLAZING T E INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE Dz._ INDICATES DOOR TYPE SEE DOOR SCHEDULE STC INDICATES MINIMUM STC VALUE INDICATES SLOPE TO INTERNAL DRAIN AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM SLOPE of 2% TOWARDS DRAIN. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS DOUBLE TIERED AREA DRAIN © TOPPING & RECESS STRUCTURAL SLAB INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. P - -I CLASS I STANDPIPE WITH OUTLET AS EACH FLOOR LANDING AND L ▪ ON ROOF. OUTLET SHALL BE NO LESS THAN 2' AND NO MORE THAN 4' ABOVE FINISHED FLOOR LEVEL INDICATES 3"x4" RECTANGULAR SMOOTH WALL RAIN GUTTER DOWNSPOUT FACTORY FINISH COLOR TO MATCH RAIN GUTTER. DOWNSPOUTS TO BE CONNECTED TO A STORM DRAIN COLLECTION SYSTEM AT GRADE. NO WATER FLOW TO OCCUR OVER PEDESTRIAN WALKWAYS. ALL WATER TO BE DIRECTED AWAY FROM BUILDINGS. REFER TO PLUMBING & CIVIL PLANS FOR CONTINUATION OF SYSTEM. INDICATES RAIN GUTTER PROVIDE 5" DIAMETER HALF ROUND ALUMINUM GUTTER FACTORY FINISHED. INSTALL GUTTER AND DOWNSPOUT PER SMACNA RECOMMENDATIONS. I INDICATES SCUPPER. FOR DETAIL REF SEE C2IA8 (3/A83 I INDICATES OVERFLOW SCUPPER. FOR DETAIL REF SEE ..C2/A83 (3/A832) INDICATES SCUPPER WITH DOWNSPOUT. FOR DETAIL REF SEE ..r1/A4 INDICATES SEMI -RECESSED FIRE EXTINGUISHER CABINET PROVIDE POTTER ROMER 7320 PROVIDE SURFACE MOUNTED AT CONC. COLUMNS. INTALL PER fl/A811 BB CABINET OR EQUAL WITH 2A,10B,C EXTINGUISHER. LOCATE IN CONFORMANCE WITH CBC/CFC 906 FOR LIGHT HAZARD AREAS 75' MAX. TRAVEL DISTANCE FROM FURTHEST ACCESSIBLE USABLE SPACE. IMAGINARY LOT LINES PROPERTY LINES INDICATES ACCESSIBLE PARKING. SEE A041 FOR ACCESSIBILITY NOTES AND DETAILS 6_ submittal • 1st Plan Check Submittal o 2nd Plan Check Submittal _c co 3rd Plan Check Submittal 5 4th Plan Check Submittal Co 0 0 -o co revision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date Revision 1- 2nd P.C. Submittal Revision 2 - 3rd P.C. Submittal t) Co0 9— .45 ;s 0 Co a -t) -0 1) - 04/12/2019 06/07/2019 Da) consultant: N _C 3Co C Co CO45 - 0 E • owner: •cT) .w a) 0_ CO 22 o_ C 0 a) 0 _c -o a) -0 0 a 0 0 C Co _c -0 Co C 12 2 Co E 0 Co E a) Cr) a 0 a a) T.) a) a) _c Co 0) a) a CO a -0 SHEET TITLE EEWEWED FOR CODE COMPLIAiiCE DEC 1 9 2019 BUREAU 'ARITA IMRDI AMERICA, >z 0 0 >- cc uJ a_ cc w cc WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.217.0425 18 Park Avenue, Los Gatos, CA 95030 C Co PARTIAL FOURTH FLOOR PLAN - B co C 0) SHEET No Cl) a) 7 A241 b 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:39:48 AM Local File: CAUsersirrnarinelarena‘Documents\86079_Composite_2019_RMarinelarenarvt Consultant File Background Info: 0 4' 8' 16' 24' ZONE 07: NET FREE VENT AREA REQUIRED: 454 S F / 150 = 3 03 SF. x 144 SI. = 456 SI. ZONE 08 NET FREE VENT AREA REQUIRED: 333 S.F. / 150 = 2.22 SF. x 144 SI. = 320 SI. B6079 CDs) GUTTER m ma lffafli-- aw-\411025.52, s TRELLIS SEE PAVERS ON RO A LANDSCAPE AND • • i GUTTER 1/4" 4" LL U) 11 \ A71 7 fife alfn .945445,14 AIM NET FREE VENT AREA PROVIDED: 495 SI. (COMPLIES) REMOVABLE WALL VENT 1(20 x 30) = 600 SI. x 50% = 300 SI. O'HAGIN VENT 2(97.5) = 195 SI. GUTTER 1/4" 4" . U) H nae .111N9J®s maa� 12 ; A716� .:12" / 12" •a • GUTTER 1/4" 4" 5511. 545r 5-i6455.5 %W 54565.9n0 a-- '„UW' ... weg. 945014 1, at taint , «i, a4650440 . 9.5C. aoo{w.ew PARTIAL ROOF PLAN - A K — 12"/12": GUTTER INN 411•11.0216 (Ds) "N. 3 ! =� SIM. A854 3` A854 GUTTER 1/4" 4" • • • • • • • • • i • • • • • ,1' • • • • • • • I • • • • • • • • • • • • i 454, 416,41.14 GUTTER 1/4" 4" • • L. • • • • • • • • • • • • • • • • • • • • • U) • 4" bs NET FREE VENT AREA PROVIDED. 495 SI. (COMPLIES) REMOVABLE WALL VENT 1(20 x 30) = 600 SI. x 50% = 300 SI. O'HAGIN VENT 2(97 5) = 195 SI. GUTTER 1/4" 4" U) i aauaaarn aa54 645.4-1 ar — s 11114111111111111111 bfc .949 59➢a orlon- s 3 A854/i DS •12"/12" GUTTER 1/4" CDs) 2-HR RATED FIRE WALL, NO PENETRATIONS ALLOWED IN HATCHED ZONE Attu% ate\- ,„,, ..\NN!& GUTTER 1/4" 4' U- m 18" / 12" • • • • • • • • • • WI 0 WI I— • Q• I • • • GUTTER 1/4" 4" N main(-. 4i1H 4-a0540-4 aaw 465.10d5w ava 4a5aa5a559 5a5aa .5.54Aa0 woaa AV/Aaacaa 5a5a0 eac56614- ann Sf-lffini aaaa5 aaaaaaYASt xau .4495566nt (feat aaiaafiwft at aaaaaaanc, aaiu aii.anaaa Oaaa ne6544n5 aiai 2 A313 .% I � f GUTTER 1/4" 6"- 4" GUTTER 6 \\ A652 / i-e all--1441, GUTTER 1/4" 4" GUTTER 1/4" 4" U) IN 41111111111111110 ar/ a 41- ar141-1s 11.1111011114.1 i r-1i1 a fli-111 a +anaw at GUTTER 1/4" 4" U) N GUTTER 1/4" 4" LL U) GUTTER 1/4" 4" LL CO GUTTER 1/4" 4" LL GUTTER 1/4" 4" LoS GUTTER 1/4" 4" LL U) N 15 A718 I eaaaaazaa Hama I 4a94541.19 466E «((fines, AK. ...NM aaaa 4an660.56 a.n 554a9556a50 aa'A «5.5.90aa COOS aaainnaaf aflia oo ooicfat 95660 Y.fainnat aafat aoWAank «aft aox..fin aaw aaaaai 45. aiiH «oiooai4 aafa 4a4i14a596 .14 40own ri'Aa atoi90Y 450 ,sawn, a .9044940 a 49545 1,4 a W.A.. i i ZONE 09: NET FREE VENT AREA REQUIRED: 500 S.F. / 150 = 3.3 SF x 144 SI. = 475 SI. NET FREE VENT AREA PROVIDED: 495 SI. (COMPLIES) REMOVABLE WALL VENT 1(20 x 30) = 600 SI. x 50% = 300 SI. O'HAGIN VENT 2(97.5) = 195 SI ZONE 10: NET FREE VENT AREA REQUIRED: 179S.F./150=1.19SF x144SI=172S1. NET FREE VENT AREA PROVIDED: 495 SI. (COMPLIES) REMOVABLE WALL VENT 1(20 x 30) = 600 SI. x 50% = 300 SI. O'HAGIN VENT 2(97.5) =195 SI ®ct_ \-\O FIELD FABRICATED PIPE PENETRATION FLASHING PLUMBING PIPE / VENT PIPE FLASHING MINIMUM CLEARANCES. EQUIPMENT PLATFORM (MID ROOF) typical roof details ROOFING SYSTEM. PARAPET WALL BASE PARAPET CAP...... . . PARAPET CAP OVERLAP DIAGRAM. TYPICAL EAVE.. ROOF EDGE/ ROOF EDGE @ gutter condition 1/A833 MULTIPLE ROOF PENETRATION ENCLOSURE DETAIL (1/i43-'1) c_1/A83.0 (/A834) ( 8/A833x10/A833 0IA833 C2-IA834 ROOF SCUPPER / OVERFLOW SCUPPER DOWNSPOUT ......... ........ CRICKET DETAILS (RIDGE & VALLEY) (1/A832X 2/A832X 3/A832 ........(4/A834) HEATED STACK / PIPE WITH COLLAR FLASHING (6IA831) / 5/A831) A (3/A831)14/A831 (2/A831) 14/A832 EQUIPMENT GUARDRAIL DOWNSPOUT INTO PLANTERS ROOF AT WALL ROOF VENTILATION ROOF TO WALL FLASHING (IA831 ROOF WALKPADS.. C /A831 ROOF CORNER FLASHING /A831 9/A831 FASCIA TO WALL. _ 111A834 SADDLE FLASHING ......... .... (-6IA834 ROOF PEDESTALS .... (Ti)A835 / \ (4/A835) 0.1 /A8* t01A832 [ 6/A834 7/A834 roof plan legend X/12" EDS) DS L�►J NOTE: ALL ROOF SYSTEMS SHALL HAVE A CLASS A FIRE RATING INDICATES AREA TO RECEIVE COOL ROOF RATING COUNCIL APPROVED SINGLE PLY THERMAL PLASTIC MEMBRANE ROOFING. A. SLOPE MINIMUM 1/4":1'-0. SLOPE TOWARDS ROOF DRAINS. (INCLUDING ALL CRICKETS). B. PRODUCT NAME. JOHNS MANVILLE 60 MIL TPO MECHANICALLY FASTENED OR APPROVED EQUAL. C. UL# 790 D. MINIMUM AGED SOLAR REFLECTANCE..68 E. MINIMUM AGED SOLAR EMITTANCE: . 83 F. MINIMUM AGED SRI:.83 G. PRODUCT 20 YEAR MANUFACTURE WARRANTY AND INSTALLER 3 YEAR WARRANTY INDICATES AREA TO RECEIVE MANUFACTURED ASPHALT SHINGLE ROOF A. PITCH' SEE ROOF PLAN B. PRODUCT: GAF TIMBERLINE C. PRODUCT NAME/ #. COOL WEATHERED WOOD D. ICC-ES: 1475 E MINIMUM 3-YEAR SOLAR REFLECTANCE:.26 F. MINIMUM 3-YEAR SOLAR EMITTANCE:.91 G. MINIMUM AGED SRI: 27 H. UNDERLAYMENT (2) LAYERS 30# ROOF FELT I. PRODUCT WARRANTY: LIFETIME J. WORKMANSHIP WARRANTY. (3) YEARS INDICATES SCUPPER AND DOWNSPOUT �;1/A832) (/A832 INDICATES DOWNSPOUT AT GUTTER CONDENSING UNITS WITH ISOLATION CURB 14/A83/ (6/A832 INDICATES ROOF MEMBRANE TRAFFIC PAD. SECURE TO ROOFING PER MANUFACTURERS REQUIREMENTS. PROVIDE 3" SPACE BETWEEN PADS FOR DRAINAGE FLOW THROUGH. REMOVABLE WALL VENT 20"X30": BASE TO COMPLY WITH ROOFING REQUIREMENTS. PROVIDE NET FREE AREA AS SPECIFIED ON DRAWINGS. SEE DETAIL 13/A833) FREE AIR MOVEMENT PROVIDED 600 SI. O'HAGING LOW VENT: FREE AIR MOVEMENT PROVIDED 97.5 SI. SEE DETAIL g2/A834) INDICATE MINIMUM SIZE OF VERTICAL RAINWATER DRAIN LEADER OR PIPE PER CBC PLUMBING CODE TABLE1101.12 BASED ON 3 IN/HR FOR AESTHETIC REASON INSTALL THE LARGEST SIZE. OVERFLOW DRAIN HEIGHT SHALL BE NOT LESS THAN 4" AND WIDTH SIZE PER TABLE 1101.12. SEE PLUMBING FOR ADDITIONAL INFOMATION INDICATES ROOF AREA RANGE SERVED BY DRAIN INDICATE MINIMUM SIZE OF HORIZONTAL RAINWATER PIPE @ 1/4" SLOPE PER CBC PLUMBING CODE TABLE1101 8 BASED ON 3 IN/HR SEE PLUMBING FOR ADDITIONAL INFOMATION AND POSSIBLE SIZE INCREASE (BACKUP OVERFLOR DRAIN TO BE SAME SIZE) INDICATE MINIMUM SLOPE OF GUTTER RAIN LEADER OR PIPE PER CBC PLUMBING CODE TABLE1103 3 BASED ON 3 IN/HR. SEE PLUMBING FOR ADDITIONAL INFOMATION AND POSSIBLE SIZE INCREASE GUTTER L INDICATES ROOF AREA RANGE SERVED BY DRAIN INDICATE MINIMUM DIAMETER OF GUTTER @ 1/4" SLOPE PER 2016 CBC PLUMBING CODE TABLE 1103.3 BASED ON 3 IN/HR. SEE PLUMBING FOR ADDITIONAL INFOMATION AND POSSIBLE SIZE INCREASE key plan a) 0 ^0 �..i •_ C job no. drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal can 3rd Plan Check Submittal 0 4th Plan Check Submittal co C (0 46 U l) 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 a /\ Revision 2 - 3rd P.C. Submittal 06/07/2019 a) C A L a) a a) W A reuse of a) a) L na 0) C a - SHEET TITLE C U c 0) U 0 -o U) a) (0 SHEET No consultant: REV!rWED FOR CODE COMPLIAi19CL DEC 19 2019 BUREAU VERITAS NORTH AMERICA, I,IC, WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL ROOF PLAN - A A251a Plot Date: 9/9/2019 9:39:55 AM Local File: C:\Users\rrnarinelarena\Documants\86079_Cornpo°.:Ite_2O19_RMarinelarena rvt Consultant File Background Info: SCALE: 1 /8"=1'-0" 0 4' 8' 16' 24' 4th P.C. SUBMITTAL 09/09/2019 ZONE 06 ZONE 05 NET FREE VENT AREA REQUIRED 901 S.F /150=60SF x144SI =864SI. GUTTER GUTTER NET FREE VENT AREA PROVIDED 990 SI (COMPLIES) REMOVABLE WALL VENT 2(20 x 30) =1,200 SI. x 50% = 600 SI. 4 O'HAGIN VENT 4(97.5) = 390 SI ZONE 04. NET FREE VENT AREA REQUIRED. 329SF /150=2195F x144SI =31551 I 4 A712,, i i I i I i I i NET FREE VENT AREA PROVIDED 495 SI (COMPLIES) REMOVABLE WALL VENT 1(20 x 30) = 600 SI x 50% = 300 SI. O'HAGIN VENT 2(97 5) = 195 SI - PARAPET HT 42" MIN FROM ROOF FINISH SURFACE ZONE 03 NET FREE VENT AREA REQUIRED 734SF /150=4.89SF x144SI =70451 NET FREE VENT AREA PROVIDED 780 SI. (COMPLIES) O'HAGIN VENT 8(97 5) = 780 SI. GUTTER 1/4" Lch 0 GUTTER 1/4" 4" U) I GUTTER COLL 1/4" ZONE 05. NET FREE VENT AREA REQUIRED 901 S.F / 150 = 6.0 SF. x 144 SI =864SI NET FREE VENT AREA PROVIDED 990 SI (COMPLIES) REMOVABLE WALL VENT 2(20 x 30) = 1,200 SI x 50% = 600 SI O'HAGIN VENT 4(97 5) = 390 SI. GUTTER GUTTER NET FREE VENT AREA REQUIRED. 366SF /150=2.44SF x 144 SI =351SI. NET FREE VENT AREA PROVIDED 495 SI. (COMPLIES) REMOVABLE WALL VENT 1(20 x 30) = 600 SI x 50% = 300 SI O'HAGIN VENT 2(97 5) = 195 SI i 5 A 51• • • • • • • • • • • • • • +-HR RATED FIRE WALL, NO PENETRATIONS \ ``HALLOWED IN HATCHED ZONE '\A714 i GUTTER r UTTER 18"/12' 18"/12" •..- net Wel=aa 71 1/4" / • GUTTER 1/4" 4:' S \its\s\\,w \\, \\N u GUTTER GUTTER 1/4" U_ .0 ...... 0 ........... 0 .- 00.00 .- 0.000 „. ) W-.Y.LYfHH +k ..' +MS .M. MW WWWW MW .M.MM MM ffi.C.l� 1 tl2tl PARTIAL ROOF PLAN - B GUTTER 1/4" CO 1 A313 f:%•:i �%F•I :1: i% 1%•ice';• 0 i 5 A611 ) CDS GUTTER 3 '\ • • I • • • I • • • I • • • I • • • I • • • I • • I • • • A854 TYP. • • r.... • • • • • • • • • • • • • • • • • • • • • • • I • • • J PARAPET HT 42" MIN FROM ROOF FINISH SURFACE ,. , KM5, — ..—... x......-......-.. — GUTTER 1/4" 4" LL U) 0 GUTTER 1/4" 4" GUTTER 114" 4" u§ 9 A715% GUTTER .- ....-. GUTTER 9A "\ A719 } GUTTER 1/4" U) 8 A715) 11 A716 GUTTER 1/4" U) H 8"/12" TRELLIS see DSCAPE PAVERS OIL RO e PEDESTAL PER - . . LANDSCAPEAND ET4JLS.ON SHT.(- I A835 P P 0 S C- WeefeeM A832 I 3 N A621 I N CDS GUTTER 1/4" U- U) 1.5. WNW" M. MOW.. WWWW MWWW WIR WWWW WNW.. KW .56 WWWW WWWW WWWW MUMINIM MUMS. WM WNW.. M. WNW. WMISHIMI 9 CONDENSING UNITS AT 4TH LEVEL BELOW SEE (1/A114) ZONE 01 NET FREE VENT AREA REQUIRED 542SF /150=361 SF x144SI =520SI NET FREE VENT AREA PROVIDED 585 SI (COMPLIES) O'HAGIN VENT 6(97 5) = 585 SI ZONE 02. NET FREE VENT AREA REQUIRED 393 S F /150=262SF x 144 SI = 377 SI NET FREE VENT AREA PROVIDED 390 SI (COMPLIES) O'HAGIN VENT 4(97.5) = 390 SI SCALE: 1/8"=1'-0" i typical roof details ROOFING SYSTEM . ... (jIA831 (. I A834 PARAPET WALL BASE 7/A833 9/A833 PARAPET CAP .... 8/A833 101A833 PARAPET CAP OVERLAP DIAGRAM (3/A833) TYPICAL EAVE . . .... . . (/A834 ROOF EDGE/ ROOF EDGE @ gutter condition 1/A833 21A833 MULTIPLE ROOF PENETRATION ENCLOSURE DETAIL (7/A831) ROOF SCUPPER / OVERFLOW SCUPPER 1/A832 2/A832 3/A832 DOWNSPOUT . 11A832 9/A832 11/A832 CRICKET DETAILS (RIDGE & VALLEY) . (4/A834) HEATED STACK / PIPE WITH COLLAR FLASHING (16/A831) FIELD FABRICATED PIPE PENETRATION FLASHING 15/A831) A PLUMBING PIPE / VENT PIPE FLASHING 13/A831)(!4/A831) MINIMUM CLEARANCES . (2/A8310 EQUIPMENT PLATFORM ...... 14/432 (MID ROOF) EQUIPMENT GUARDRAIL 41/A83* DOWNSPOUT INTO PLANTERS t0/A832 ROOF AT WALL 6/A834 7/A834 -- ROOF VENTILATION 17/A831 13/A833 ROOF TO WALL FLASHING . . (-IA831 ROOF WALKPADS (t/A831 .. . ROOF CORNER FLASHING (51A831 (4I431 FASCIA TO WALL. 11/434 SADDLE FLASHING (8/A834) ROOF PEDESTALS...... C1/A832/A835 3/A835 (4IA835Y15/A835 (6/A835) roof plan legend NOTE ALL ROOF SYSTEMS SHALL HAVE A CLASS A FIRE RATING. �� INDICATES AREA TO RECEIVE COOL ROOF RATING COUNCIL APPROVED SINGLE PLY '� THERMAL PLASTIC MEMBRANE ROOFING A SLOPE MINIMUM 1/4" 1'-0 SLOPE TOWARDS ROOF DRAINS. (INCLUDING ALL CRICKETS) B PRODUCT NAME: JOHNS MANVILLE 60 MIL TPO MECHANICALLY FASTENED OR APPROVED EQUAL C UL# 790 D MINIMUM AGED SOLAR REFLECTANCE. 68 E. MINIMUM AGED SOLAR EMITTANCE 83 F. MINIMUM AGED SRI 83 G PRODUCT 20 YEAR MANUFACTURE WARRANTY AND INSTALLER 3 YEAR WARRANTY X/12" INDICATES AREA TO RECEIVE MANUFACTURED ASPHALT SHINGLE ROOF A PITCH SEE ROOF PLAN B PRODUCT. GAF TIMBERLINE C PRODUCT NAME/ #. COOL WEATHERED WOOD D ICC-ES. 1475 E MINIMUM 3-YEAR SOLAR REFLECTANCE 26 F MINIMUM 3-YEAR SOLAR EMITTANCE 91 G MINIMUM AGED SRI: 27 H UNDERLAYMENT (2) LAYERS 30# ROOF FELT I PRODUCT WARRANTY. LIFETIME J WORKMANSHIP WARRANTY (3) YEARS ( DS) INDICATES SCUPPER AND DOWNSPOUT (71IA832 (/A832 DS INDICATES DOWNSPOUT AT GUTTER 0 CONDENSING UNITS WITH ISOLATION CURB (4/A83 6/A832 INDICATES ROOF MEMBRANE ` ''`"' TRAFFIC PAD. SECURE TO ROOFING PER MANUFACTURERS REQUIREMENTS PROVIDE 3" SPACE BETWEEN PADS FOR DRAINAGE FLOW THROUGH REMOVABLE WALL VENT 20"X30" BASE TO COMPLY WITH ROOFING REQUIREMENTS PROVIDE I'''"' ''I NET FREE AREA AS SPECIFIED ON DRAWINGS SEE DETAIL 13/A83-3) FREE AIR MOVEMENT PROVIDED 600 SI O'HAGING LOW VENT FREE AIR MOVEMENT PROVIDED 97.5 SI. SEE DETAIL (12/A834 INDICATE MINIMUM SIZE OF VERTICAL RAINWATER DRAIN LEADER OR PIPE PER CBC i PLUMBING CODE TABLE1101 12 BASED ON 3 IN/HR FOR AESTHETIC REASON INSTALL THE LARGEST SIZE OVERFLOW DRAIN HEIGHT SHALL BE NOT LESS THAN 4" AND WIDTH SIZE PER TABLE 1101.12. SEE PLUMBING FOR ADDITIONAL INFOMATION INDICATES ROOF AREA RANGE SERVED BY DRAIN INDICATE MINIMUM SIZE OF HORIZONTAL RAINWATER PIPE @ 1/4" SLOPE PER CBC PLUMBING CODE TABLE1101 8 BASED ON 3 IN/HR SEE PLUMBING FOR ADDITIONAL INFOMATION AND POSSIBLE SIZE INCREASE (BACKUP OVERFLOR DRAIN TO BE SAME SIZE) INDICATE MINIMUM SLOPE OF GUTTER RAIN LEADER OR PIPE PER CBC PLUMBING CODE GUTTER TABLE1103.3 BASED ON 3 IN/HR SEE PLUMBING FOR ADDITIONAL INFOMATION AND POSSIBLE SIZE INCREASE 1%a x INDICATES ROOF AREA RANGE SERVED BY DRAIN INDICATE MINIMUM DIAMETER OF GUTTER @ 1/4" SLOPE PER 2016 CBC PLUMBING CODE TABLE 1103 3 BASED ON 3 IN/HR SEE PLUMBING FOR ADDITIONAL INFOMATION AND POSSIBLE SIZE INCREASE key plan I _ _ B \ job no. a) E drawn B6079 0 a2 submittal rn • 1st Plan Check Submittal O 2nd Plan Check Submittal 3rd Plan Check Submittal 0 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 U 0 C C U t revision date 0a) Revision 1 - 2nd P.C. Submittal Revision 2 - 3rd P.C. Submittal v L 0 0 U) n CL 0 ) c� C C a / \ a) a) 0 a) U) 3 04/12/2019 06/07/2019 consultant: N 0 -C 3 CU C 3 C to va 0 a) o owner: P U) 0 U) nL` a COW ) i a X a) a) _c 0 ct$ a 0 a) 0 a) 0 3 0 0 L a a) a) 0 0 C C U) C Cu a U) U a) -c U L (U 0 0 C E a) Q. 0 L To X (11 ro a U) 5_ 0 SHEET TITLE C C co C 0) SHEET No U) CU U) >"" z FEREIVED FOR CODE COMPLIA CE DEC 19 2019 BUREAU VERJTAS NORM AMERICA, ma 0 0 >-- cc w a cc w O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 Los Gatos, CA 95030 PARTIAL ROOF PLAN - B A251 b 4th P.C. SUBMITTAL Plot Date: 9/9/2019 9 40 02 AM Local File: C :Users\rrnarinelarenaiDoclurents\B6079_Composite_2019_RMarinelo ena rat Consultant File Background Info: 0 4' 8' 16' 24' cU 09/09/2019 -0 job no. a) B6079 i5 drawn Q submittal RA 9/ v saaawo wwa %OW .aau aa.a> .565.5 ae..4 aeeu aaaoaaaau aaaa aaaaewoam eeacaea, 0 N C7 co B-4 432 /,/.n.s/ r, 6'-11/2" Q W a W \ \ BALCONY I j I I \ STC 34 7'-0" 8'-8" T E2 STC 34 STC 34 A-1 419 BALCONY C1 2% STC34 12'-01/2" CV N \ STC 34 — 4 STC 34 D1 STC 34 C-1 417 TC 34 O N N U en .24 C21 STC— I A-1 420 K PARTIAL BUILDING PLAN - 4TH FLOOR o 0 N PS uavw.cacevu vuc .,wwvuw w,s vawwaccs 4656 wccaaucaa swan waaaaaaaaa ,caw swwwvrn rnv, %aaaaaaooa wwa aawowwwwx 1' - 7 3/4" 1' - 0" C3 STC 44 M • N N • Co, O • • a W • N N \ BALCONY B-1 248 a— 6'-11/2" 1' - 9 1/2" 7'-0" 8'-8" BALCONY E 2% 12' - 0 1/2" C11T STC 34 E2 STC 34 C1 STC 34 T-fC1 STC 34 TC 34 N K i V C-1 227 i�'V\- O N N STC 28 A-1 230 1 ■ V PARTIAL BLDG PLAN - 2ND/3RD FLOOR TUE SIC 1i -1- STC (-R-A) RA.9 g M N co N N N U) M N \ 0) f1' -7 3/4" 1 TC 44 STC 44 STC 44 1' - o" , -- r-yr-: PATIO ST iSTC 34 2'-2" 6'-11/2" _1°l0 (N K x K K K K K K K DIY STC 34 C2 STC 28 STC-28 N T PATIOsTc 3a STC 34 STC 34' %ri\. A-1 130 STC 34 1' - 9 1/2" _1% PATIO 2'-01/2" G11 127 • T Vi STC 34 A-1 129 TC 34 STC 34 PARTIAL BUILDING PLAN - 1ST FLOOR INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE - TYP. INDICATES DOOR TYPE SEE DOOR SCHEDULE 37' - 2 7/8" 9'-61/2" 13'-21/2" 24'-03/8" 1' - 7 3/4" K ege2,59.2eS aaS6 099999Paaat 48155 rC1� EQ EQ 9'-53/8" wwa 1291.55a. a 559,525995, swa WAa, W 999a 435591992 59 649S, sessaaaam W+ /Am) aawwwnw wawa B-4 432 STC 40 PARTIAL BUILDING PLAN - 4TH FLOOR Ireeeesweemermase MVP 35' - 7 1/8" T (C2', 11'-81/8" 23'-11" ,5'-05/8" L 6'-71/2" 611 M a® ALCONY T IE21E STC 44 i 6' 41/4" J, 12' 0" L 5' - 6 3/4" STC 44 G2 E STC 44 9'-61/2" 9'-53/8" 4'-91/4"/4'-91/4"' C3 STC 44 348 4A C2 STC 38 1' - 1" B-4 430 C2 • STC PARTIAL BUILDING PLAN - 3RD FLOOR A ALCONY STC 44 STC 44 STC 44 248 STC 44 346 3A BAL. 2% STC 44 PARTIAL BUILDING PLAN - 2ND FLOOR RAILING 42" HT. MIN. PATIO E2 E STC 44 5' - 6 3/4" STC 44 STC 44 141 29' - 4 3/8" 246 1" 12-4" E2 E TC 44 PARTIAL BUILDING PLAN - 1ST FLOOR 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X4 STAGGERED ON 2X6 PLATES \\\\ CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS STC 34 26 STC 34 OBB WEB o ISMS .66,695.2256 era. VEHICLULAR RAMP INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2°/0 SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2°/0 IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. (S)g- 1st Plan Check Submittal () 2nd Plan Check Submittal fo 3rd Plan Check Submittal oc 4th Plan Check Submittal revision these plans other than reuse of 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date a) consultant: 0 Zo owner: 92 xa 92 17,0 >"" DEC 19 2019 OUREAU VERITAS NORTH AMERICA, ma 0 CC a) CD Lil c CD 14-- <7> 0)7 co CO cnN ca CC EL 0 cc WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 18 Park Avenue, Los Gatos, CA 95030 PARTIAL ENLARGED BUILDING PLANS SHEET TITLE SHEET No A261 a Plot Date: 9/9/2019 9:40:1 7 AM Local File: CAUsers\rmarinelarena\Docurrients\86079_Composite.:_2C119_RMarinelarenarvt Consultant File Background Info: 0 4' 8' 16' 4th P.C. SUBMITTAL 09/09/2019 a� job no. B6079 ▪ drawn 0 submittal N 26' -10" 13'-21/2" 13'-71/2" 23' -1 3/8' 4'-43/8"1, 6'-101/4" T-23/4" E2 STC 44 PARTIAL BUILDING PLAN - 4TH FLOOR SCALE: 1/8" = 1'-0" R5 Q 24'-63/4" I GSaeaaOOCOt pea ppNINO 9'-91/2" 11' - 4" • CNOt plppW MOW MNNOIOa may E2 STC 44 7' - 5 3/4" 1T-61/4" 10' - 0 1/2" 6'-23/8" 19' - 4 7/8" 13'-21/2" L 6'-21/2" 0IN6NI6 ONO MNOMO 17-61/2" EQ EQ ea "OW "06NCNW — matea6a66 w,aa 4rn 23'-101/2" R7.4 om/ 23'-101/2" 35' - 31/4" 12'-01/4" F 5'-0" 7'-01/4" 466a 560. 4663000" I WY, W YY,Y, 56 A BAL. T (E21E STC 48 12'-61/2" EQ EQ U2 STC 44 A-1 315 or 11' - 4" EQ EQ ONO NNmpx pop MOM i 12'-61/2" i EQ EQ ONO a W_a NW 4NwONW MOW Mwwwwa BAL. r E2 E STC 44 I �► STC 44 STC 44 11'-4" i EQ EQ .00000066 "Na INOMO* twee 17-61/2" EQ EQ PARTIAL BUILDING PLAN - 3RD FLOOR SCALE: 1/8" = 1'-0" 1' 17-01/4" 5'-0" L T-01/4" r E2 E STC 48 I 12'-61/2" EQ TC 44 A-1 215 11'-4" I EQ EQ EQ • A-1 317 BAL. T f E21E 23'-71/4" 11' - 8" ,5'-23/4" i, 11' - 6" Op SIONSINO pop CNCE62655 S ROSSNONOi 61111100001 CNN 456405642 M NW E2 E STC 44 STC 44 :VSTC44 A-1 319 G2 E STC 44 i 6'-101/2" aWW MAW MW G2 E STC 44 6' - 71/2" 1, 5' - 01/2" F ONO 6910110111 • 23'-101/2" Ot 6666t aa666o6666t « E2 BAL. PARTIAL BUILDING PLAN - 2ND FLOOR SCALE: 1/8" = 1'-0" 18'-51/2" 3'-4" 3'-6" /13' - 5"f 9'-7" LEASING 3' - 8 1/2" 11' -11 1/2" 8' - 3" ,3' - 81/2" PARTIAL BUILDING PLAN - 1ST FLOOR SCALE: 1/8" = 1'-0" 12' - 61/2" EQ ▪ EQ oOYtlll, +.6w o00 IIW C44 STC 44 A-1 217 i 11'-4" , EQ ▪ EQ MINNOW ISM 4NONNW tiles t T 23'-101/2" w66666666 4666 WGOCCC BAL. TC 44 12' - 6 1/2" EQ EQ NO WOO 41t4.XC'#. 656p ZftOC fl.- I/AL STC 44 E2 A-1 219 7 23'-71/4" ,5'-23/4" L 11'-6" 0600 NW 66000666660 U2 to e "6W NONNINI BAL. T rE21E STC 44 STC 44 td„ t: B-1 321 35'-31/4" L 6'-101/2" NON 6p0606W ONO 6«46p60t 0YYilt 0060p6COOt NCO 0.I0NY.0. CON E21 E STC 44 (E2 STC 44 B-1 221 STC 4 11'-8" , 6' - 7 1/2" L 5' - 01/2" C66epp6W 46W 46666Ia a M666 {UF000000 A BAL. T E2 STC 44 77 - 4 3/4" 8'-5' 3'-6 41' -11 3/4" 8' - 5 1/2" 1/2" GYM • 3'-61/2" of / 8' - 41/2" Oft �36"4' - 61/4" 5' - 2 3/4" E STC 44 23' - 7 1/4" 35' - 3 1/4" 4a--w66a--t E2 STC 44 B-1 121 U2 STC 4 11'-8" 6.666666Ip- -*NC OC6006opa-NW-Ya00p6I06- CNN 11 7/8" 1' - 7 7/8" 1% PAT TE2E STC 44 E U s. c 1 i -I-- STC 4D .5666Yi06Y/h 4YA 66.0W. 4015. 4.6atH,a6 :46'A ft»o00Y/ rxisa 000'tarn xvn MW.500. 5aaa0 *7wo0Yfue WM Ra6Qwaam¢ trove u0Y,aaaaaea6" 7 u i B-5 418 x ✓ C2 STC 28 C1 STC 28 EN tc▪ ) • 1 D PARTIAL BUILDING PLAN - 4TH FLOOR 4C INDICATES INDICATES INDICATES INDICATES INDICATES TEMPERED GLAZING WINDOW TYPE SEE WINDOW SCHEDULE EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 MINIMUM STC VALUE - TYP. DOOR TYPE SEE DOOR SCHEDULE 55565060000 YA66 Y YhaO 60006Y/AY OY,Y NlAaOYAt .5. .56666.• 0U/1 GYJAYJAY UN. +lMaaYlh +NN -Y� O onm B-1 221 BAL. z 6'-11/2" STC 44 P. T C2 STC 44 A-1 223 STC 34 BALCONY 2% G21 STC 34 STC 34 C3 STC 44 kr • O U) • • ❑ Zo • • STC 34 1' - 9 1/2" ^ 3�l BALCONY 225 LO • • • ovi • 228 C2 STC 28 • STC 28 Cal 2X4 WOOD STUD WALL 6NVi?W.A, 2X6 WOOD STUD WALL 2X4 STAGGERED ON 2X6 PLATES CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS 11 7/8" PATIO 121 C2 TC 44 C2 TC 44 CV C3 STC 44 EDI STC 34 123 STC 34 G2 STC 34 PATIO STC 34 PAT 0 STC 34 8' - 8" Cl \STC 34 co STC 34 E2 STC 34 Mill X X • Co • • • • • • ZV CV • • 128 C2 STC 28 Cl STC 28 PARTIAL BUILDING PLAN - 1ST FLOOR INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. (S)/:e RI RK • 1st Plan Check Submittal g 2nd Plan Check Submittal w - • 3rd Plan Check Submittal S 4th Plan Check Submittal 0 COC 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date a) ▪ consultant: 0 • owner: 46 a (71 a cri Q. -0 SHEET TITLE REM/ED FOR CODE COMPLIANCE (2- BUREAU VERITAS NORTH AMERICA, 1„ 0 CC a) Gs W cs,t. < < co E >- cc o_ cc o_ cc WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.217.0425 18 Park Avenue, Los Gatos, CA 95030 cri PARTIAL ENLARGED BUILDING PLANS A261 b Plot Date: 9/9/2019 9:40:34 AM Local File: CAUsers\rrnarinelarena\Documents;86079_Composite_2019_RMarinelarenarvt Consultant File Background Info: 0 4' 8' 16' 24' 4th P.C. SUBMITTAL 09/09/2019 -0 job no. a) B6079 drawn submittal Zo M CM N N ♦ rn • ♦ 000 N • C.) • o in I M C` • a w a w • • o U, N O N • • ♦ ♦ ♦ 000°18- x•/ B-4 402 STC 40 STC 40CI B-6 404 STC 38 BAL. C2 STC 38 7 K. uz STC 38 BAL. 'C2 STC 3 B-4 406 (C1 ST 38 13'-21/2" STC 38 N f OOF bit ORE IN .RMATION SEE 11A251b • PARTIAL BUILDING PLAN - 4TH FLOOR 4F • in • 13'-5", ee STC 48 2% • ♦ • CO STC 44 O N M lC) Co • Co' a) N ED Q w a w • CO M U) • 0 N N N • io CO N U) • G2 I IE STC 44 ♦ ♦ UE STC 44 STC 38 1' - 81/2" STC 38 STC 38 1' - CO 1C) M N N Co ♦ Co fct C") N C U, N C, N co • N STC 44 STC 38 2% T E2 TC 38 2% BAL. STC 38 2'-2 B-1 302 S-2 304 A-1 306 B-1 308 Y-•:.XX//X. x STC 38 2' - 21/2" T 61 STC 38 2% BAL. ♦ Co 1 Cs) N M tO iY N N. Co • • • • • • v U) "v Co • CV CO 144. LC) M) • Co a w • 0 N N N • CO CO • Co M co O a w a w • w a w • '' ". STC 38 BAL. T E2E STC 38 2% ka„ T E2�E STC 38 2% BAL. BAL. Cl STC 38 2% IDEMSENLILSMIt PARTIAL BUILDING PLAN - 3RD FLOOR F PARTIAL BUILDING PLAN - 2ND FLOOR Co kr M N N • • Co O CV CO O CO T{CL{E STC 448 PATIO 1'-5" T16 STC 44 E2 E STC 44 • STC 44 STC 44 io STC 44 S-2 104 • • • CO • Eo • CO STC 38 8 1/2" 1J-C 38 STC 38 PATIO PATIO 1% E STC 38 106 C2 STC 38 CO • • 0 LLJ CY • • • a • ST-6 PARTIAL BUILDING PLAN - 1ST FLOOR 1 1F INDICATES TEMPERED GLAZING ), INDICATES WINDOW TYPE SEE WINDOW SCHEDULE T {eA) E INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 SIC STC INDICATES MINIMUM STC VALUE TYP. INDICATES DOOR TYPE SEE DOOR SCHEDULE STC 40 37' - 9" STC 44 EQ EQ PARTIAL BUILDING PLAN - 4TH FLOOR 00 A-4 400 • PARTIAL BUILDING PLAN - 2ND/3RD FLOOR R2.2 PARTIAL BUILDING PLAN - 1ST FLOOR 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X4 STAGGERED ON 2X6 PLATES \\\\ CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS STC 48 2 1/2" 0. STC 48 STC 48 r A-3 200 A-3 100 c 1st Plan Check Submittal 02/05/2019 04/12/2019 0 2nd Plan Check Submittal revision o date ▪ consultant: 0 -Eo owner: xa a reproduced and shall a architects, a a MIMED FOR CODE COMPLIANCE BUREAU VERITAS NORTH AIVIERICA, CC Ci) Psi - CO CD CO C < (Y) 0_ Lco) <c)) O 0 ui >- 1,28 1-1 0 CC u) O S) CC (7) CC O cct u_ WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 PARTIAL ENLARGED BUILDING PLANS SHEET TITLE A261 c Plot Date: 9/9/2019 9:40:49 AM Local File: CAUsers‘anarinelarena\Documents\B6079_Composite_2019_RMarinelaren,aryt Consultant File Background Info: INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2°/0 SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. 0 4' 8' SHEET No 4th P.C. SUBMITTAL 09/09/2019 A-4 400 sfc 44 STC 34 A-1 403 STC 3 BAL. STC 34 2% B-1 405 STC 34 U • U) • a w \ \ \ \ \ 341. C \ • \ • \ \ r \ \ 'v N N- M • A-3 200 A-1 201 A-1 203 STC 44 o U) \ E2� STC 34 10" STC 34 2% F_ . i< B-1 205 Jar Z 0 1'-10" STC 3 BAL. T E2E STC 34 2% r, 'H. 0 w \ a w • 1• U) \ STC 28 STC 28 M O \ C") • \ Ch o) CV • • • • 0 M N • co • • • • et— N \ \ • #1 1' T fE21E STC 34 TIO *JE STC 34 E2 STC 34 PATIO 113 A-3 100 A-1 101 A-1 103 tr. Aliblit. AXON il E2 l STC 44 • M O • • -ST-1 T STC 38 i B-1 105 • 4 a C" g O) O rn STC 28 C2; STC 28 • co • • • • • CV \ • 0 M N • • • rn \ • 4' • • N- M • RN ER0) PARTIAL BUILDING PLAN - 4TH FLOOR 4_H� PARTIAL BLDG PLAN - 2ND/3RD FLOOR H PARTIAL BUILDING PLAN - 1ST FLOOR 1 H INDICATES TEMPERED GLAZING l INDICATES WINDOW TYPE SEE WINDOW SCHEDULE T AA E— INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 STC INDICATES MINIMUM STC VALUE - TYP. D - ▪ INDICATES DOOR TYPE SEE DOOR SCHEDULE STC T E2E STC 28 BAL. V 5' - 5 1/4" 5'-103/4" I 11'-4" A-2 310 10' - 2 1/2" jr3' 6"/ u 5 STC 38 9'-4" S-1 312 4' -11 3/4" 9' - 9 1/4" 2 E STC 28 I 24' - 6 1/4" 16' - 2 1/2" A-1 314 STC 28 6'-51/4" 6'-63/4" G2 STC 28 I 6' - 2 1/2° 12' - 9 1/4" • PARTIAL BUILDING PLAN - 3RD FLOOR A-2 210 S-1 212 A-1 214 STC 38 10' - 2 1/2" STC 38 9' - 4" 4' -113/4" 9' - 9 1/4" E2 E STC 28 6'-51/4" 6'-63/4" E2 STC 28 6'-21/2" I 24'-61/4" T 16'-21/2" PARTIAL BUILDING PLAN - 2ND FLOOR PARTIAL BUILDING PLAN - 1ST FLOOR 2X4 WOOD STUD WALL '\<'i` ,.66,>-< 2X6 WOOD STUD WALL 2X4 STAGGERED ON 2X6 PLATES \ '\\\\ CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. I 5'-51/4" 24'-11/4" 5' -10 3/4" • / location shown is prohibited. job no. B6079 drawn submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 -o cU revision date a consultant: 0 (C) a) owner: L a 0 c U1 a a) 92 a X 0 a C L 0 a) 0 h ` c D a) U 0 L a a) a) CC a) O a)o a < < ›— al CD O MM C < CD 1- cU W •— CO a) N rn CO 4- 0 a) a 0 /L a) .(0 U X a) a) a) -o C cU a a) C a) a) a a) C cU a -o SHEET TITLE C 0) a) -o ui SCALE: 1/8"=1'-0" EEVIEWED FOR CODE COMPLIANCE DEC 192019 BUREAU VERITAS NORTH AMERICA, >- Zcj a_ Lo '3) O o ocr; 0 6 I- 0 CC u) W � J cL O S cc co O cot WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 N • 2G 1G SHEET No PARTIAL ENLARGED BUILDING PLANS A261 d 4th P.C. SUBMITTAL 09/09/2019 Plot Date 9/9/2019 9:41:02 AM Local File: CAUsers‘rmarinelarena,,Documents',B6079_Cornposae_2019_RMarinelarenape Consultant File Background Info: (71 RA N M 0 C) N ♦ ED N U) 0 C) 0 0 N N N c) ♦ ♦ fl • ♦ 0 0 N • 1♦ 4'-111/8" CORRIDOR 3' - 51/2"---6'-101/2" C-2 STC 28 STC 28 BAL. B-2 1408 G21 C STC 28 4' 11 118"�'-113/4" EQ STC 28 EQ 5' - 4" 5'-101/2" O STC 34 STC 34 I 10' -10 7/8" 5'-111/4" STC 34 1'-10" STC 2% BAL. 2% BALC2 STC 34 STC 34 A-1 412 27' - 4 1/4" F C-3 414 PARTIAL BUILDING PLAN - 4TH FLOOR 4J I 11' - 2 1/2" RM • ot— O N N C) on — Co C) 0 • 556:1,.6649956,9 O. N N N , O U) C2 STC 48 A-1 315 C3 STC 48 a 3'-0" 1 //. E i CORRIDOR It L EV. 1 n 304 0 N. ♦ ♦ ♦ C2] g BAL. N T E2 E` STC 28 -' STC 28 LL / G2 3' - 51/2"r 6' -101/2" 4 -11 1 /8" -5' -11 3/4" 10'-4" N N 10'-107/8" 5'-111/4" B-2 316 E2 E 8'TC 28 G2 E STC 28 6'-7„ sTI28 7" 5'-4" 5' 101/2 13'-2" 27' - 4 1/4" I 11'-21/2" • • U ED kr U) Co N CO N U) co. E2 E STC 34 1'-1 E2 STC 34 E STC 34 2% '/ /. •\"f`✓'-,/ V., N \lVV A-1 320 • • BAL. • [@J E STC 34 C2 STC 34 2% STC 34 C-3 322 Z`C -N.• �.. PARTIAL BUILDING PLAN - 3RD FLOOR 3 T AA E —a— STC 1 11 STC CO N RM • Csol ED • CO eo ssi CDO • • • ot— • • CORRIDOR • • • ZNI • ED • FID • • • ED • STC 34 E2 STC 34 STC 34 BAL. STC 34 2% 215 BAL. T E2 STC 34 STC 34 B-2 216 220 C-3 222 PARTIAL BUILDING PLAN - 2ND FLOOR INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE - TYP. INDICATES DOOR TYPE SEE DOOR SCHEDULE STC 28 STC 28 RA 0.1 CO OD Zo 0 CO ED • • Co • cD LEASING • limmo #1 COMM1UNITY RM. STC 28 • in otE o tocr • cco • E2 E STC 34 STC 28 STC 28 o G2 STC 28 120 STC 34 1% 10 STC 34 STC 3 STC 34 C-3 122 PARTIAL BUILDING PLAN - 1ST FLOOR 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X4 STAGGERED ON 2X6 PLATES CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2°/0. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. (S)q- location shown is prohibited. malcolm architects job no. B6079 drawn submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date consultant: owner: EEVRIED FOR CODE COMPLIANCE CC (1) W c CD to cf) (1) E CO (3)" z o o_ <(3) O 0 0 (n- o H 0 cc w 0_ - O S 0_ > CC cu O a -co ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 PARTIAL ENLARGED BUILDING PLANS SHEET TITLE SHEET No A261 e Plot Date: 9/9/2019 9:41:14 AM Local File: CAUsers\rrnarinelarenalDocuments\86079_Composite_2019_RMarinelarena.rvt Consultant File Background Info: 0 4' 8' 4th P.C. SUBMITTAL 09/09/2019 C-3 414 8'-51/2" STC 34 1 17' -10" 32'-6" x _ X E2 STC 28 6' - 21/2" 1 14'-6" PARTIAL BUILDING PLAN - 4TH FLOOR SCALE: 1/8" = 1'-0" C-3 322 32' - 6" 1 14'-6" PARTIAL BUILDING PLAN - 3RD FLOOR SCALE: 1/8" = 1'-0" C-3 222 STC 8' -5 1/2" 34 17' -10" STC 28 70 6' -2 1/2' 1 32'-6" 1 5'-0" 4' - 9 1/2" 6'-0" A-1 416 STC 28 1 13'-0" T - 0" 4'-111/4" 6'-2" 1 11' -1 1/4" 1 24' -1 1/4" 4 ...::' • • E 2 • =' u. STC 28 ' - 9 1/4" 7' - 1 17-91/4" B-5 418 10'-51/2" 1 5' -11 1/4" 1 10'-101/2" 1 40'-33/4" STC 28 5'-21/2" 1 TC 28 11' - 51/2" 16'-8" 14'-4" A-1 324 1 13'-0" 4' - 8 1/2" C4 4' - 9 1/2" 14'-6" PARTIAL BUILDING PLAN - 2ND FLOOR SCALE: 1/8" = 1'-0" C-3 122 R6.8 ti 116A 4' -11 1/4" 1 11' -1 1/4" 24' -1 1/4" A-1 326 1 17-91/4" 4' -11 1/4" 1 23'-101/2" 11'- 1 1/4" y S-1 328 1 16' - 51/4" A-1 224 STC 28 STC 28 6'-0" T-0" 1 13'-0" 4'-111/4" 6'-2' 11' -1 1/4" 1 24' -1 1/4" 5'-91/4" STC 28 1 STC 2 7'-0" 17-91/4" 4' -11 1/4° 1 23'-101/2" 6'-2" 11' -1 1/4" 4'-113/4 1 S-1 228 11'-51/2" 16' - 5 1/4" i 4K 14' -4" VV TAIR R7.3 #2 ,.p 116Ef 11 C2. E2. E STC 34 STC 28 8'-51/2" _ 17'-10" 6'-21/2" 32'-6" ST-4 5'-0" '-21/2" 3'-31/2 14'-6" 1 PARTIAL BUILDING PLAN - 1ST FLOOR SCALE: 1/8" = 1'-0" A-1 124 STC 2; E21 STC 28 E2E STC 28 PATIO A-1 126 X dq U2 STC 28 6'-0" 1 13'-0" STC 28 1'-31/2" . 1'-31/2", T-0" 4'-111/4" 6'-2" 5'-91/4" / 11' -1 1/4" 1 24' -1 1/4" T E2E STC 28 PATIO '-31/2" 7' - 0" 4' -11 1/4" 1 12 - 91/4" l 11' -1 1/4" '-31/2" 1 23'-101/2" INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE T AA E— INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 sic INDICATES MINIMUM STC VALUE - TYP. t1 L INDICATES DOOR TYPE SEE DOOR SCHEDULE S-1 128 ♦\-Xx%i';\, E2 STC 28 4'-113/4" 11'-51/2" 16' - 5 1/4" STC 2K� 14'-4" ex x A-1 420 " STC 28 EQ G2 STC 28 1 13'-0" EQ T E2 STC 28 BAL. 10' - 51/2" 5' - 5 1/4" 5'-8" 1 11' -1 1/4" 1 24' -1 1/4" EQ EQ A-1 330 G2 STC 28 1 13'-0" A-1 230 STC 28 1 13'-0" EQ 5' - 51/4" 1 24'-11/4" STC 28 EQ > 5'-8" 11' -1 1/4" 5' - 51/4" E STC 28 21 STC 2 BAL. al 4 CV o 6' - 31/4" 6'-31/4" STC 28 6'-6" 1 17 - 91/4" T IEJ STC 28 BAL. 10'-51/2" 5' - 5 1/4" 5' - 8" 1 11' -1 1/4" 1 23'-101/2" 4 A-1 332 1 17-91/4" A-1 232 5'-51/4" 1 23'-101/2" 5' - 8' 11' -1 1/4" 1 24' -1 1/4" A-1 130 U2 STC 28 E2 STC 28 EQ EQ 1 13'-0" T PA E2E TC 28 IO 1' - 31/2" 5' - 5 1/4" 1 STC 28 6'-6" 1 11' -1 1/4" 7 oo A-1 132 E2 STC 28 2X4 WOOD STUD WALL 2X4 STAGGERED ON 2X6 PLATES \\\ \L. CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS B-3 424 C2 STC 281N BAL TC 28 5'-53/4" STC 28 5' - 71/2" 3' -1 1/2" 1 11' -1 1/4" 334 234 STC 28 oF • 134 1/2" 236 TC 34 STC 34 5' - 5 1/2" 136 E2. E2 STC 28 INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. 5_ submittal 02/05/2019 1st Plan Check Submittal revision date 1 A co ta) consultant: 0 Zo owner: 112 -0 SHEET TITLE REOBVED FOR CODE COMPLIIIiICE BUREAU VERITAS NORTH AMERICA, MC. fr a) CD c CD < < to a) U) (1) E Lil 0) CO a_ cc a_ ce a.. cc u_ WITHEE MALCOLM ARCHITECTS, LLP Torrance, Ca 90504 t. 310.217.8885 18 Park Avenue, Los Gatos, CA 95030 cts co cri PARTIAL ENLARGED BUILDING PLANS A261f Plot Date: 919/2019 9:41:27 AM Local File: CAUsers\rrnarinelarena‘Documents\B6079_Cornposite_2019_RMarinelarenarvt Consultant File Background Info: 0 4' 8' 16' 24' 4th P.C. SUBMITTAL 09/09/2019 B-3 424 vsy— B-4 430 STC 34 5'-10" i N O ♦ E2 'STC 34 STC 3 B-3 428 M ;Cr o Co CN BAL. TC 34 5'-10" E2 STC 34 o) M N- U) kr M LO STC 34 B-3 426 U) IC2 TC34 BAL. STC 34 N- in M O co f E2 STC 34 a w w Ii 2 STC 34 STC 34 CO N • kr lv op • IcT • cv ❑ 0 • ❑ ZO Co U) M C Co M • U B-1 346 1'-1" 12'-4" �» Wf#99.044 BAL. T (E21E STr 44 2% S - 1 336 Co • `v io \ N M Co v M M N M CO kr 03 C2 STC 34 Cl STC 4 a • N Co N io CN Eo U) Co \ Co \ B-1 246 1'-1" 17-4" BAL. T E2 STC 44 2% STC 38 Co \ io E21 STC 38 E2 E STC 38 7 S - 1 236 E21E STC 38 v N kr M 03 E STC 34 • • M U) E2 E STC 34 • kr M i 0 E2 E STC 34 • Co U) N Co • N CO C2 STC 34 U) C1 E STC 34 U) -v Co • cD ♦ PARTIAL BUILDING PLAN - 4TH FLOOR 4L PARTIAL BUILDING PLAN - 3RD FLOOR ; 3L PARTIAL BUILDING PLAN - 2ND FLOOR 2L\ /w E -� SIC STC INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE INDICATES EMERGENCY ESCAPE & RESCUE OPENING SEE DETAIL 3/A821 INDICATES MINIMUM STC VALUE - TYP. INDICATES DOOR TYPE SEE DOOR SCHEDULE 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL t�s 2X4 STAGGERED ON 2X6 PLATES \\\\\ CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR SIZE SOLID CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS 4—- - VEHICLE RAMP NV N N- CJ z_ z w 0 0 0 N z 0 \ EXIT CORRIDOR S - 1 140 S - 1 138 G2E STC 34 -d job no. B6079 0 i5 drawn Q submittal CO 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 u 3rd Plan Check Submittal 06/07/2019 0 S 4th Plan Check Submittal 09/09/2019 revision date 0 a (n a ▪ consultant: 0 CO CO U U 0 U owner: (n 0 C \ 0 C U 410 U) rn N • 0 a C a a) a N X N a) 0 -c (15 C C") LC) G2 E STC 34 x . 03 CO STC 34 S - 1 136 C3 STC 34 C1 fE STC 34 C U) LCI • ZO U) io C") PARTIAL BUILDING PLAN - 1ST FLOOR INDICATES SLOPE TO ROOF EDGE/SCUPPER AT BALCONIES & EXTERIOR COMMON CORRIDORS EXPOSED TO WEATHER. PROVIDE MINIMUM 2% SLOPE TO OPEN EDGE/SCUPPER. CROSS SLOPE (SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL NOT EXCEED 2%. SLOPE AT DOOR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE WATERPROOFING AT THESE AREAS IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS. SCALE: 1/8"=1'-0" 0 a) CEVIEWED FOR CODE COMPLIANCE not be reproduced in U (- n -o U) a a) (0 all ideas, designs and plans represented by this drawing DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INV WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 PARTIAL ENLARGED BUILDING PLANS SHEET TITLE SHEET No A261g 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:41:38 AM Local File: 0: s:ser:tlrmarinelartar a;uoiu:n: nts;L6u 9_U:>rrpo its•_2019_F?Marineiarer.a.rw<i Consultant File Background Info: 0 4' 8' 161 241 W Z I I I- 1 ›- O' PROPERTY LINE 1 A313 III> .............. ,:� 1111mT prMiurmsiaLr- JJJJA�iii"r�iiiiiiiriiiiiiiirJ�ii� --•a�• xx''ixii'iR.x�xx r�.wi!iH ii:i..•xsxrx:rx x xxxrxxxxx •>» "*"." +l. r •-$/•y. •••:4 ,x:/..X' xf ff - - - - -••Y'/!�%J!?:r?•??:.4}YJ/%Ui:F::i::/,+JIJJI'ice+f.?:JFJ/Ffi%f/////N////// -, ;+A7C4W4w.U/#s'lfLr 566066936//1i/6All:fbd:lAHA66'/Ah:GLX//lA%iiYACIX:M'fffd/IIfACVfAGWlfl1Av!/f/'3Vl fi'1J.4%lfffn'llA% i /1 \ NORTH-EAST / SIDE BUILDING ELEVATION PROPERTY LINE r 2 A312 ',J,f..<;c^e;-:�.'x",•:ass"x�,m!;�?' cc':�:'' y".J�:;r"�:;;n ,-:�,_; �� I S;A;',,:; y%Yf��'if�'�i Xf. ��,"� Y'_Y r::+�;:yl,J?,. yl�,Yy3�r..-,;v'��r• r`.'NJ. f ,� :: NORTH-WEST / REAR BUILDING ELEVATION 1 PEDESTRIAN .r ENTRY Sr Yr.`.i3fti , . «I utt usttttitti SOUTH-WEST / SIDE / MYRTLE ROAD BUILDING ELEVATION :•::}fv}¢'f¢ff/rFFJ • '1RFff- f¶•M{{ tFFi'S t. .111114154 ::,. itlElE 63 0 YiY #IIIV#1R1I : 711#IRRif.... ..: MRF7RR11/R • �iMR6i'1NNt tR11 MOIRi /!PARR# 71#1100/11/ MOVIINNOWifffe i41f1R#ff »r »r #fR##tlR fR4 WR#IN i#Js p ':..•••.t/ifOS]tli#41ifISa�s af�Ri Y' 47FRC#:Ri1i#A Xa8XSi67f76IE f»Ci4R#ifR4 RRWAAII iS 4 MAXIMUM ALLOWABLE BLDG HEIGHT Au +75.47 TOS ROOF +70.53 T.O.S TOS TOS PEDESTRIAN ENTRY z-r6fRvs4axr�.c# j1\ 4TH FLOOR +60.45 3RD FLOOR +50.37 2ND FLOOR +40.28 46' - 0" MAX. BLDG HEIGHT 1ST FLOOR ir TOCURB +29.47'\ 3! rJ�- !✓Q Smu- 1ill MN NI 2 � i liLIlilll111 :;/i ;;fi'!i%;` i//s:,/ •/ •/,:fi ::,.• :. .'•;'. ••r'%'st`t/il;`/n`'J'%Jf;� %fAs'.:r /lY•;;- -"^-. SOUTH-EAST / FRONT / BAYSWATER AVE. ELEVATION 1 A312 I if h ;i�&IIE I��• • i� 7 MAXIMUM ALLOWABLE BLDG HEIGHT / +75.47 1 W 0_ T.O.S. ROOF Au +70.53 T O S 4TH FLOOR AiL +60.45 7► TOS 3RD FLOOR +50.37 w T o S. 2ND FLOOR _1 +40.28 i1 1ST FLOOR� r MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 TOS ROOF A ,. / +70.53 T O.S. 4TH FLOOR M/1 +60.45 PROPERTY LINE T O S 3RD FLOOR +50.37 TOS 2ND FLOOR +40.28 AY 1ST FLOOR AL +30.20 MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 AJ TOS ROOF/ +70.53 w' T O s 4TH FLOOR +60.45 T o S. 3RD FLOOR +50.37 T OS 2ND FLOOR_/ +40.28 46' - 0" MAX. BLDG HEIGHT N m 0 0 I- W CD W 0 U- 0 W rn TO CURB +2947' 1ST FLOOR +30.20 T 0 CURB +29 47' T 0 ELEVATOR + 87.86'' E 0 0 46' - 0" MAX. BLDG HEIGHT T 0 CURB +29 47' r` N CO 0 0 I-- W CD W 2 0 LL W 0 W D W kr elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED WEATHER BARRIER MEMBRANE (WBM) PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS WBM PRODUCTS EXPOSED TO U V RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS 1\ A AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP SHEATHING THEN 2D SHTG INSTALL A MIN (1) LAYER D EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF). PROVIDE SACF AS FOLLOWS A AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN 3" UP AND 3" DOWN ADJ VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS A WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM B WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE C AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS 6 WALL PENETRATIONS ALIGNMENT EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC , WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS 7 PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8. BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC , AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U O.N SEE DIAGRAM BELOW TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE VENEER, PAINT, I/4. TRIM ETC yl / OUTSIDE CORNER INSIDE CORNER BLDG WALL LINE LOCATION OF VENEER, PAINT, TRIM, ETC TERMINATION @ INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO 01 02 03 04 05 STUCCO - smooth stucco, color TBD by owner/ arch ROOF GUTTER & DOWNSPOUT - CEMENT FIBER BOARD LAP SIDING - see specs CEMENT FIBER BOARD SHINGLE SIDING - see specs. ASPHALT SHINGLE ROOF - 06 07 08 09 METAL GUARD RAIL WOOD FENCING & GUARD RAIL (WHERE OCCURS) VINYL BALCONY DOOR VINYL WINDOW 11/A832 - / A822 - I A822 - / A834 - / A851 - / A852 - / A825 10 STOREFRONT SYSTEM 2/A8337 2/A834 - / A826+ / A861 -/ A826 - I A861, - / A8221 / A822 - / A824 11 PLASTER CONTROL JOINT 8/A861 12 DECORATIVE WOOD OUTRIGGER 14/A834 13 STONE VENEER - 2/A862 14 EXTERIOR ARCHITECTURAL GRILL 18IA851 1 BAYSWATER AVE 2 MYRTLE ROAD 3 any unauthorized reuse of these plans other than for the project and location shown is prohibited. job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 5th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 10/22/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A n A A A consultant: owner: REVIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, MC. cc a) cps LLJ c o D> 0 )7 Q L �U ca W ci) E 0 L CO ODC\I W >- z d 0 0 cc F- a cc cc u_ w O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.21 7.0425 18 Park Avenue, Los Gatos, CA 95030 OVERALL EXTERIOR BUILDING ELEVATIONS SHEET TITLE A300 Plot Date 1111212019 1 56 23 PM Local File C \Jster: \I rnarinelarerla,D c1-Ir;ents\B60 9_C }rrpoli-lie_201=9_R'tilarlr:t la:ena N4 Consultant File Background Info SCALE:1/161=1'-0" 0 8' 16' 32' 48' SHEET No 5th P.C. SUBMITTAL 10/22/2019 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 N ROOF +70.53 T.O.S. 4TH FLOOR T.O.S. V +60.45 jk 3RD FLOOR T.O.S. +50.37 2ND FLOOR T.O.S. - +40.28 1ST FLOOR +30.20 `\A715i A-1 409 A-1 319 A-1 219 ti B-4 430 B-1 346 B-1 246 f FMB r II MI : : L MtIIIIH1flh Ih' I Il11 II � IiIl111/1111111 II 1141 IN"-iMI 1.11:11C 1iIII INI l"si A • lENTS±C4A PARKING ENTRANCE • i 2 ,\ A862 1 R13 STAIR 03 B-4 432 B-1 348 B-1 248 B-1 141 SOUTH-WEST / SIDE I MYRTLE ROAD BUILDING ELEVATION TAIR 02 BEYON ------------ 9A f, A719 A-1 317 A-1 217 MEM N M MIN BINEMI r. i Tl 1 I IT] T C-2 407 A-1 315 A-1 215 9 • A715`' .... MN ME INNS MN 6 A713 (R4 ),BRIDGE BEYOND, T. r-� i ii III III Ij IT_ r UT. _L T. 71f NL 1IiI !I NM IM NMI Cl__LL_S�7C MOM Ern- 09 I i • A-3 300 A-3 200 A-3 100 MMM 07 05 01 MOO - ■■ am iL z .37 CZ B-4 411 03 B-4 402 B-1 302 B-1 202 B-1 102 -: MOM Oigt_tiTiftlii _f'u_ 11 Jilh__ I' LIC Tiff __' 1iJftIL111111: ys 06 07 SOUTH-WEST / SIDE / MYRTLE ROAD BUILDING ELEVATION 07 T.O. TRIM IIET.O. TRIM o 0 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 �1 T.O.S. ROOF Au +70.53 T.O.S. 4TH FLOOR j +60.45 T.O.S. 3RD FLOOR +50.37 T_O.S, 2ND FLOOR AL +40.28 1ST FLOOR +30.20 SCALE:1/8"=1'-0" 0 4' 8' 16' 24' elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS 2. ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A. AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. 6. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. 7. PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8. BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC , AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, PAINT, BLDG. TRIM ETC � WALL LINE LOCATION OF VENEER, OUTSIDE CORNER PAINT, TRIM, ETC TERMINATION INSIDE CORNER INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO. 01 STUCCO - smooth stucco, color TBD by owner/ arch 02 ROOF GUTTER & DOWNSPOUT - 11/A832 2/A833 2/A834 03 CEMENT FIBER BOARD LAP SIDING - see specs. -I A822 -/ A826 -/ A8611 04 CEMENT FIBER BOARD SHINGLE SIDING - see specs. -/ A822 -/ A826 -/ A8611 05 ASPHALT SHINGLE ROOF - -/ A834 06 METAL GUARD RAIL -/ A851 07 WOOD FENCING & GUARD RAIL (WHERE OCCURS) -/ A852 08 VINYL BALCONY DOOR -I A825 09 VINYL WINDOW -/A822-/A8222) 10 STOREFRONT SYSTEM -/ A824 11 PLASTER CONTROL JOINT 81A861 12 DECORATIVE WOOD OUTRIGGER 14/A834 13 STONE VENEER - 2/A862 14 EXTERIOR ARCHITECTURAL GRILL 18/A851 1 2 _ _ MYRTLE ROAD >w ct Qco Q 1 n m® '<e -6 job no. a) B6079 :Q drawn -c Q submittal O c 1st Plan Check Submittal 02/05/2019 04/12/2019 o 2nd Plan Check Submittal - 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 2 5th Plan Check Submittal -o O E revision 09/09/2019 10/22/2019 date Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 4 - 5th P.C. Submittal 10/22/2019 consultant: owner: z EEJSBEWED FOR CODE C019PLIAi'9CE DEC 19 2019 UREAU VERITAS NORTH ANiERICA, O 0 CC LU CD >- In CC 0 CC CE 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 SOUTH-WEST / SIDE / MYRTLE ROAD BUILDING ELEVATION SHEET TITLE SHEET No A311 5th P.C. SUBMITTAL 10/22/2019 Plot Date: 11/12/2019 1 45:17 PM Local File: C:\Users\rrnarinelarena\Documents\B6079_Cornl)osite 2019_RMarinelarena.nf�t Consultant File Background Info. 06 A FNA) B-3 424 S-1 336 S-1 236 S-1 136 06 B-3 426 S-1 338 S-1 238 S-1 138 s i_�_�.Matftai. I LurIBILIJt_ai!i,_i:-.. L_Iffi:"!IifILtLL1111 ---- — B-4 402 B-1 302 B-1 202 B-1 102 07 TYP. STAIR 06 TO BASEMENT P1 [101 NORTH-WEST / REAR BUILDING ELEVATION IL, 1 JEI _T Y=T_TT_�L-Z7=f _J S-1 340 S-1 240 S-1 140 In Is EMS T4„TL= „Mtn L Us Ili ■t ll ■■ ye ■u i k S-2 304 S-2 204 S-2 104 'a i I 8 '- A861 TT r` J NM MIM ■■ A-1 306 A-1 206 A-1 106 05 an r J • NNW a • '•• A711 S-1 342 S-1 242 B-4 406 B-1 308 B-1 208 01 13 12 B-1 108 19 A861 01 S-1 344 S-1 244 09 14 AIR 02 BEYON iO3 04 1 \` T Hit 02 .• hL-7--- "OR-LS. 05 B-1 346 B-1 246 A 18 ! 11 I /'f� 4 q A851 A862 A-2 310 A-2 210 trE GR _LS A-2 110 T TT' I T-'� 1Tl It ■" SOUTH-EAST / FRONT / BAYSWATER AVE. BUILDING ELEVATION MEE T.O. TRIM II 1 Eli 13 -t. Keffmm A8 6• 152322€13q LI1[AUE IMMO �,�araFexiE7GJG'Ej G�k�a.��1' 07 TYP. MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 T.O.S. ROOF gfc +70.53 ay T.O.S. 4TH FLOOR +60.45 T.O.S. 3RD FLOOR lifiL +50.37 —PARKING GARAGE SIGNAGE T.O.S. 2ND FLOOR dEL +40.28 T.O. TRIM M 1ST FLOOR AIL +30.20 MAXIMUM ALLOWABLE BLDG HEIGHT o , +75.47 T.O.S. ROOF 41, +70.53 T.O.S. 4TH FLOOR- Au +60.45 T.O.S. 3RD FLOOR +50.37 T.O.S. 2ND FLOOR AIL +40.28 1ST FLOOR ,t +30.20 SCALE: 1/8"=1'-0" 0 4' 8' 16' 24' elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS 2. ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A. AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. 6. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. 7. PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8. BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC....., AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, PAINT, 1% BLDG. _ TRIM ETC 7i/ WALL LINE 2 /// LOCATION OF VENEER, OUTSIDE CORNER 2 PAINT, TRIM, ETC TERMINATION @ INSIDE CORNER -- INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO 01 STUCCO - smooth stucco, color TBD by owner/ arch 02 ROOF GUTTER & DOWNSPOUT - 11/A832 2/A833 2/A834 03 CEMENT FIBER BOARD LAP SIDING - see specs. - / A822 -/ A826 -/ A861) 04 CEMENT FIBER BOARD SHINGLE SIDING - see specs. -/ A822 -/ A826 -/ A861, 05 ASPHALT SHINGLE ROOF - -/ A834 06 METAL GUARD RAIL -/ A851 07 WOOD FENCING & GUARD RAIL (WHERE OCCURS) -I A852 08 VINYL BALCONY DOOR -I A825 09 VINYL WINDOW -/ A822 -/ A822D 10 STOREFRONT SYSTEM -/ A824 11 PLASTER CONTROL JOINT 8/A861 12 DECORATIVE WOOD OUTRIGGER 14/A834 13 STONE VENEER - 2/A862 14 EXTERIOR ARCHITECTURAL GRILL 18/A851 MYRTLE ROAD w - — > -_ 1 w co 2 T Q misse job no. B6079 .15 drawn 0 Q submittal .c 1st Plan Check Submittal 02/05/2019 04/12/2019 0 2nd Plan Check Submittal co 3rd Plan Check Submittal 06/07/2019 E 4th Plan Check Submittal 09/09/2019 0 fj 5th Plan Check Submittal 10/22/2019 U O C (0 revision o Revision 1 - 2nd P.C. Submittal 04/12/2019 O /�\ Revision 2 - 3rd P.C. Submittal 06/07/2019 4� Revision 4 - 5th P.C. Submittal 10/22/2019 date o nL 0 E • n a) I. 4- 0 a) co a) consultant: N 0 -c 5 C C (0 0 a) U owner: 2 co a a) •L a a) W 45 a a) E a31EV ED FOR CODE COMP1IMCE -o U DEC 19 2019 o BUREAU VERITAS (NORTH AMERICA, INC. a and shall >- L() a_ L'?" O o � U � 0 CC o W � (3 CC W -Y co O a LL °O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 SOUTH-EAST/BAYSWATER AVE. & NORTH-WEST/REAR BUILDING ELEVATIONS SHEET TITLE SHEET No A312 5th P.C. SUBMITTAL 10/22/2019 Plot Date 11/1212019 1.45:25 PM Local File: C:tUsers\rmarinelarena\Documents'\B6079_Composite_2019_ RMarinelarena.r^ Consultant File Background Info. elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS -6 job no. B6079 ▪ drawn submittal JL STAIR 02 MAXIMUM ALLOWABLE BLDG HEIGHT +75A7 ROOF T.O.S. +70.53 ji 4TH FLOOR T.O.S. NI- +60.45 3RD FLOOR T.O.S. II; +50.37 Jik 2ND FLOOR T.O.S. +40.28 jk 1ST FLOOR ma-- +30.20 A-1 324 A-1 224 A-1 124 ilk ft-13212, 4.1 A-1 420 )te B-5 418 A-1 A-1 326 A-1 226 A-1 126 t, A718 ) ir! A. . , I 1-•- 1 _IS_ S-1 328 S-1 228 S-1 128 03 • 01 I. 1 NORTH-EAST / SIDE ELEVATION B-6 404 A-2 310 A-2 210 A-2 110 01 04 S-1 312 S-1 212 S-1 112 NORTH-EAST / SIDE ELEVATION 330 A-1 230 A-1 422 A-1 332 A-1 232 B-3 424 • S-1 334 S-1 336 09 -4-„._,.._._, : • • • • . . . • .. . A-1 314 A-1 214 A-1 114 p. A-1 130 06 millil MIN A. . , I 1-•- 1 _IS_ S-1 328 S-1 228 S-1 128 03 • 01 I. 1 NORTH-EAST / SIDE ELEVATION B-6 404 A-2 310 A-2 210 A-2 110 01 04 S-1 312 S-1 212 S-1 112 NORTH-EAST / SIDE ELEVATION 330 A-1 230 A-1 422 A-1 332 A-1 232 B-3 424 • S-1 334 S-1 336 09 -4-„._,.._._, : • • • • . . . • .. . A-1 314 A-1 214 A-1 114 p. A-1 130 06 millil MIN Mail NM 11 rrTL_w • • 05 A-1 132 S-1 234 S-1 134 08 • 01 07 BRIDGE BEYOND ELEVATOR R5.5 1 -s5,-,2•-•5634k-4.5.46.044NMIN44aosi.gioii.:- S5,541109,9•--4,,,r•- C-3 414 [C-3 1322 C-3 222 C-3 122 I 10 A861---1 S-1 236 S-1 136 •J it 1 STAIR 02 1_1 MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 -11, Hi T.O.S. ROOF +70.53 ...T.O.S. T.O.S. 4TH FLOOR AL +60.45 T.O.S. 3RD FLOOR Ag_ +50.37 -W T.O.S. 2ND FLOOR + 40 .28 10 1ST FLOOR +30.20 • • • • - if sart 2. ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A. AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES Z B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS . BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC....., AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, PAINT, TRIM ETC OUTSIDE CORNER - INSIDE CORNER BLDG. WALL LINE LOCATION OF VENEER, PAINT, TRIM, ETC TERMINATION @ INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO. 01 02 03 04 05 06 STUCCO - smooth stucco, color TBD by owner/ arch ROOF GUTTER & DOWNSPOUT - CEMENT FIBER BOARD LAP SIDING - see specs. CEMENT FIBER BOARD SHINGLE SIDING - see specs. ASPHALT SHINGLE ROOF - METAL GUARD RAIL 11/A832 2/A833 2/4g A8 - / A826 - / A861 - / A822 - / A826(/ A861. / A834 / A851 07 08 09 WOOD FENCING & GUARD RAIL (WHERE OCCURS) VINYL BALCONY DOOR VINYL WINDOW 10 11 12 13 STOREFRONT SYSTEM PLASTER CONTROL JOINT DECORATIVE WOOD OUTRIGGER STONE VENEER - / A852 / A825 8 8///AAA8882221 I A822) 14/A834 21A862 BAYSWATER AVE. MYRTLE ROAD • 1st Plan Check Submittal 2nd Plan Check Submittal _c w 3rd Plan Check Submittal g 4th Plan Check Submittal a) 0 a 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date A f ') L. c Revision 1 - 2nd P.C. Submittal 04/12/2019 a) c a a) 0 11) a) w consultant: N 0 CU c CU a) ▪ owner: 2 7 (T1 -(7) .E— a 3 Q. X 5 0 a a) (7) 2 o_ a) -6 a '42 2 0 (71 a) a) o_ 2 a a) X a) a) a) a c ocs a 73 SHEET TITLE c MEWED FOR CODF COMPLIAUE DEC 1 9 2019 BUREAU VERITIt NUM A/4RICA, MC. >- z o_ 0 >- F- cc LU o_ 0 cc oLU cc 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 NORTH-EAST / SIDE BUILDING ELEVATION A313 Plot Date: 919/2019 9:52:01 AM Local File: CAUserstrmarinelarenaiDocuments\86079_Composite_2019_RMarinelarena.rvt Consultant File Background Info: SCALE: SCALE: 1/8"=11-0" 0 4' 8' 16' 24' 2 SHEET No 4th P.C. SUBMITTAL 09/09/2019 ••• ( 2 A325 \/ 11 1111111 11111111111 I =101E111=11-11i=_-111-E111=111_111- -1:=11=:_:' 1 14.111-111-1111a11:---11177-111-11,111.1 -1 I-- --0-11I-11--111-11--I 1-111-1 lir--111-1-1-H-411- 1-1-111--Hii - : 11T---1 .1-1-- IT 1 l --111-11T1 1-11 111 w 1 --- 1 1=11 1 1-•:-.1 1 1- 1=1 1 ri 1 1E-1 1 1- --Lill) '17111-11 i 111 1111 1-11 g I 7 1 -1 ll 1 E-1:111 it I =1 I I= --I 1 Eta 11=11- 111=111=111=ceill w ' ----1 -lE l=-1 1 El El -r---111w tr- - - -., - 25 1 1 1 -11 1= -111=111= 1=-.16--fl-T -Hi:7H iii 1=-1• w • r- =1 1 1- - 1 1-1 El 1=1 1=-11 1 w 7- 11E1'1=-111=111- H l 11111111111111111111111 1111.11,111111111111111,111111111i Hill 1111111111111111 111111 11111I 11111111111111111011111101111 11111111111111111 11111 1111111 1111111111111111 1111111111111111111111111 1111111 HIM 1111111111111111111111111111111 lllllllllll 11111111-1 1111/1 BUILDING SECTION / ELEVATION SCALE: 1/16" = 1'-0" ----- 111 llll 77,/ 6 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 ...... -"'" HENNA MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 T.O.S. ROOF +70.53 T.O.S. 4TH FLOOR +60.45 T.O.S. 3RD FLOOR +50.37 To.s. 2ND FLOOR +40.28 1ST FLOOR +30.20 SEMENT P1 +18.20 1_71 I L_ I E dir air . II=_111 BASEMENT P2 AL:. ..- ,-- - . . - .- - - i.=111-1 ==:111-1---_11'i= . • __,- - +5.87 '--w 111-i1-_-_-11=4 1 ,., d=111E111E111-=i11=111-111 111.==-111=-111-=111-111=111-1-1114ceE111---111: 11i11111-1 ,tH1-,,i11_111-11-i111-7T1-7111--1_7_7111--It111111-1711-7,1117t-4°7_,1 ribrOr Jg 1111 ricritg, 111-1411[E111-Lzi 1 1=1.11---411-11 k.--4 11-11-111:_=-111±111--_=i1117--111-:-1 a7-1 f------E=LF111E11F--111---7-E-111=111a11----1 i il-E] 1 LA 1 1---A i 1--___-_111:7--T-111- [....._111E111:-.-E-111-E-111E----HIL--:--..111E111EWF-111------7-111------7-- -a=1 H1-1 1=1-5171114=1 '11 1_---I1E-111-7TTT __1_11----77--111-E-A1.=111=11E111=111=111-7H11- I 7j=11 1=1 1.1•=111=1.1 1= lr.1:-J7 1 1=111=1 11=111=111 11:17 14,4_11111111=-L.--11=1111111:11=111111Eff IL 1 • ri Erit_il 1 L___Fili,,r1:7-111-L-p_ILTIr_f LET:_-_-c 1 11=1 EH i..„=„1.11-1j 1 =Ii--,'-wlitti i -4TITT---- -1-11=117=71TE- 11 K i 1E111=11=1 1=1111.==111=111:77-111_---7-.111-1-_--111,7---111K ...11.1-4-=',. 1 igin--111-1 1 J=111=_H , 1:77-iUt=1 1 F= 1 FttlE1 I 11EIL= -1± I 1 1 ' " ' 4 :• v u,_,,_ . \ 117: ! , a 11--EME-111=1E1-----1:111:1111--,',11--E111-77-1i 1:-_-_--_--.11 ! 1 . 1 . . - _, - . ft ice---1.---1111 1=1 ai I ---- ":'-1-11-Ettr±:17 -. 1-1=111Ettl=t11EttiElltEttiEr al ir=4--ttr-----trtr,=ii-i----[111ifitl-.11-11-1-1 t=r1=111.7:-1111= A80q1 =11111H11111-=111111- -i 1 LI-11L9i; 41‘'I i i-,1 n t_li ILH'''1 .-- 1 .1=' i'll;r1..1t-11 t -. •1:1'111„-,-1.11-1' i i'l--__=:;1 u.1--H------: 1111=th-1' -11:a-111=111E-111EillEIHEME-111111-7_11._25Ill:-=_111=111Elli=i11=111=111EllE-111E-1_11:=_HIL=_111-1 E: 1=1 -2_ 1, ce 1, 11:111EFT-1-a11.7L--111-11--=-111E-111=11F-1 1 1 re F111-17=7.111E-111E111-- 1 F_--111E111-E-111:7=-111_--7-111-=-111E-1 I__-7:111_111E111E-111-7_71 1 FL----7111__=:71: 11,-A 1„=.111:-=- 11:_.-__111__EI-1_11_11=111-=-1[1:17111-1-__1411a:-_111--L-111_---1-111_17j-2111E-.111E1-11-=-11_1=,11 .,re 1 14111: S T.O.S. ROOF +70.53 4TH FLOOR +60.45 T.O.S. 3RD FLOOR BUILDING SECTION / ELEVATION SCALE: 1/16" = 1 \ A323 El 1 El F_Fli-Tgrr-71ill 1 El I 1•El 11=11 LAI =ill -1111F111=11[=111.--- ll----111-.---1.11-E-1 Thall=11: -77111.-111-11 11E111E111El 1 El ±11 1 17-7.17-771_1_=i1 1 1 1 'I '\ A322 TITTIT,F riII pr JfF' ----=-11F-H putEi 1V11 1 1 1 1 1_911 1 1f-711 kl:V I il1-H11.-7-,111_T 1111--=.1_E11 1 wjTiIi T1=1 LH 1 =.11 1,„:1111 1111-t it I Ilj=L.F14-1 --- ; :=1 I11- 111I r.t I uruiF=1 I ; MRE: !111111. ' hbIiIarilirs 11:17117111; +50.37 5i0 2ND FLOOR & +40.28 ‘\--1, 1ST FLOOR g +30.20 SEMENT P1 A_ +18.20 BASEMENT P2 gL +5.87 - w I1 =111,111=111:J::J 1 IHIRIF:-_-111-_--H11--=-I11 EHIEwE-ni.:71-.-i---_,111,-=---ill= -7---ifEHEIH.:::-FHE-,hIll'Elimmi -i- TwTgT7-gA6ET1lt'1 r. PMi t- , ,. s:. l'Il IF:i 8 (2 Ir=1 01------2t=-"--th7=111.11=-11.1.111- Affl --1=111=e-----F1▪ 1-111----f.t I L-Zill-Fil I rU=='11.1=ILLI:=111-11--7-,=".C1 tal=4=-H1 1 --7-11-117411:=-111:- -11E1 L9-1tr&': 1_1-E-1E111---111=,-11 1 111---ILE -7•=11-1-E1 ll=l1El_E-- LE-Ili:E.:1 El ___ -11.„J _1111' 1.-----.111-7=7.1_1111±411;•-•,--7111'.-T-11,177-1117-11177-11.1.-:---,L1=4±7-.1-7LI.7_11.7.1117-,11-7-1L,111-.741-1_17-7,111,-4-111-1141_1.kITTF:---4F-61.- 117111T:I li=1 1E-1 1 I j 1:__71 1 1=1 11-1 1 1-1 1 17 11-1 P-1 1 1 1 11-'= 11:-:=7-71 1 BUILDING SECTION / ELEVATION SCALE: 1/16" = 1-0" BUILDING SECTION / ELEVATION SCALE: 1/16" = 1.-0" 7.---- 7- \r 2 ----------- , - - -.`..,*-Ta7L:1777!_- 11111111111111filifi MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 7 ▪ T.O.S. - T.O.S. T.O.S. T.O.S. / I ROOF +70.53 4TH FLOOR II +60.45 31:D FLOOR 1 +50.37 2ND FLOOR +40.28 1ST FLOOR +30.20 =tr-F3ASEMENT P1 Ti 1-11c7 +18.20 412ASEMENT P2 1L8--1 +5.87 ".---- Firr"-IT1"11.7_4111.2--_IV 11=L1 .19- -1 5 IlluuIllHlllHIllU s 4, 4, AO MAXIMUM ALLOWABLE BLDG HEIGHT ph / , +75.47 T.O.S. ROOF +70.53 T.Q.S. 4TH FLOOR +60.45 4, 3RD FLOOR., AL +50.37 'NI, T.O.S. 2ND F+L_400C. )2R8 1ST FLOOR +30.20 IASEMENT P1 AL +18.20 IF ' A802 .) =••=1 i:z r 1 ii r 4 \.1 11H11-11,--1 i- . 9,, ..7_11.-----EH (1)- r 1 __,2--- 11--i>=-- 1=1[1--,I111=ce 11'.. '1111,BASEMENT P2 -..11-1Elitil w3 ,.., . ._ 11E1117 -11-111 1 170-7- -11iwirr- 1=-111E-11,--111•11 =111,111_1114: [----111-----H i,=:1 1 ij 11A16H +5.87 ---1, 111=1 1 1 cell11-11-11-111=-111,:911-111-111-11F-111-1111-111- 1H111=111-1;1111---1-1=11L111= 11=1 ill=111=111-=11-F: -.-:1-111=11•17---111--11-11 -011=11,1--,111.11F111,=111-H If ct ,i11= BUILDING SECTION / ELEVATION SCALE: 1/16" = 1-0" Ifr ili M=1•111151111. 1,111111, 777 2 \ A323 C3 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 'ifi'-filllarTi'LLTIL77-71 I E-111-111:411 FLAT, IWI 1 1 HI1 1 I-1111=-.111==i I 17.-_-.111:11 I I-111-1 1 1 . I -1 I-ILI-lir-In I ELI 1=111E-111--E111-E-FITE1.1E111-E,-.T 111E1Trz-il ; _711 11>ct: .1-1.111511E-11MillE' 11:72: 1=111=1HEI 17-7-7--T1 1 1:,:-.T-71 11,-2111=1-F=111E-1 1-11 r---- 1 1-1 1 1-•=1 I 1:7-1E-71177-11.1.77:11E.--Ti_i_E-7.1.11-4, 111-::171 I 1-1-11 I Q-2 I I ll=11F11H- 2 \, 1-- A322 / T.O.S. ROOF A- +7053 NW T.O.S. 4TH FLOOR & +60.45 Air T.O.S. 3RD FLOOR +50.37 --w T.O.S. 2ND FLOOR A- +4028 1ST FLOOR +30.20 BASEMENT P1 AIL +18.20 BASEMENT P2 +5.87 MAXIMUM ALLOWABLE BLDG HEIGHT gL +75.47 - w 1T1 _2. 1[=1-12:=if0wz1i11-I-;11iII1.. il,;1i ll 1 T-11E1 .1 ill F=1 -=1 : BUILDING SECTION / ELEVATION t111-.Ai4F4 T.O.S. ROOF +70.53 NO Tors. 4TH FLOOR __AL +60.45 \---v T.O.S. 3RD FLOOR 4_ +50.37 - T.O.S. 2ND FLOOR - +40.28 1ST FLOOR +30.20 BASEMENT P1 +18.20 BASEMENT P2 +5.87 SCALE: 1/16=1-0" elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS 2 ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO UV. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. 6. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. 7 PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8, BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC , AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. 01 02 03 04 05 06 07 08 VENEER, PAINT, TRIM ETC OUTSIDE CORNER INSIDE CORNER BLDG. WALL LINE LOCATION OF VENEER, PAINT, TRIM, ETC TERMINATION © INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES STUCCO - smooth stucco, color TBD by owner/ arch ROOF GUTTER & DOWNSPOUT - CEMENT FIBER BOARD LAP SIDING - see specs CEMENT FIBER BOARD SHINGLE SIDING - see specs ASPHALT SHINGLE ROOF - METAL GUARD RAIL WOOD FENCING & GUARD RAIL (WHERE OCCURS) VINYL BALCONY DOOR DETAIL AND/OR SHEET NO. 11/A832 2/A833 2//W4':, -/A822 -/A8 6 -/A861' - / A822 / A82(/ A861, - / A834 - / A851 - / A852 - / A825 09 10 VINYL WINDOW STOREFRONT SYSTEM - / A822 - / A822) - / A824 11 PLASTER CONTROL JOINT 8/A861 12 DECORATIVE WOOD OUTRIGGER 14/A83 13 STONE VENEER - 2/A862 1 6 4 N.. 5 3 NNE i MYRTLE ROAD i -u- 4 imm 3 12 1 location shown is prohibited. 0) (r) job no. B6079 drawn submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 3rd Plan Check Submittal 04/12/2019 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 ,a) consultant: 0 (11 a) _o -o ,C12 11) co SHEET TITLE .(7) SHEET No -0 a) EVRIED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, IC. >- o_ 0 0 >- LU cc a_ cc a_ cc LL WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 OVERALL BUILDING SECTIONS / ELEVATIONS A321 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:52:46 AM SCALE: 1/16" = 1-0" Local File: CAUsenArmarinelarena\Documents‘,86079_Composite_2019_RMarinelarena.rvt Consultant File Background Info: 0 8' 16' 32' 48' 4l ENLARGED BUILDING SECTION ELEVATION SCALE: 1 /8" = V-0" IMUM ALLOWABLE BLDG HEIGHT +75.47 -T.O.S. ROOF +70.53 - T.O.s. 4TH FLOOR +60.45 T.O.s. 3RD FLOOR +50.37 ,,,. T.O.s. 2ND FLOOR +40.28 1ST FLOOR +30.20 BASEMENT P1 ®- +18.20 7 BASEMENT -P2 +5.87 SCALE: 1/8"=1'-0" 01 0 4' 8' 16' 24' 4 4 elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS 2. ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: 1 � A. AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. 6. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. 7. PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8. BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC....., AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, PAINT, I '' BLDG. WALL LINE TRIM ETC ; r77LOCATION OF VENEER, OUTSIDE CORNER - PAINT, TRIM, ETC TERMINATION @ INSIDE CORNER - INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO. 01 STUCCO - smooth stucco, color TB_D by owner/ arch 11/A832 21A833 21A834 02 ROOF GUTTER & D_OWNS_PO_UT_- 03 _ CEMENT FIBER BOARD LAP SIDING - seespecs . A822 -/ A826 - A861 04 CEMENT FIBER BOARD SHINGLE SIDING -seespecs. IA822 -IA826 -/A861 05 ASPHALT SHINGLE ROOF - 834 851 06 METAL GUARD RAIL 07 ________ WOOD FENCING & GUARD RAIL�WHERE OCCURS--_iM861W 852 08 VINYL BALCONY DOOR 825 822 09 _ _ VINYL WINDOW 10 STOREFRONT SYSTEM 824 11 PLASTER CONTROL JOINT 12 DECORATIVE WOOD OUTRIGGER 14/A834 13 STONE VENEER - 2/A862 MYRTLE ROAD w Q 2'Q --- -----' 1 co Q m job no. B6079 a� drawn 0 Q submittal 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal - - -- - 09/09/2019 -- U -- 0 revision date U 0) o Revision 1 - 2nd P.C. Submittal 04/12/2019 1L L -C L 0 — - - -- - - 4- 0 0) 0) L consultant: N L 0 L c� C co co U 0) U owner: L M 0 c 0 E N Q C 0 c� Q C 0 C:)0 a) < (y) 0 O RETIEVIED FOR CODE COMPLIANCE L0 c (3) DEC 19 2019 (D Q BUREAU UERITAS NORTH ANIERICA, INIC. ® c) 0 CL 0 cl) O a� M nr C:)0 LU o LU O Q �- Q Q 0 U ® I J E L V E � M W � 0 m ca M 0E < .� N 0 00 LU cy) m LL 0 L ." 011 - Q 0 L- D- W 0::•. U'4000' X 0) () o WITHEE MALCOLM L ARCHITECTS, LLP c A FR? R. W/ 2251 West 190th Street Torrance, Ca 90504 C No. C-9049 t. 310.217.8885 f.310.217.0425 N�.7-- Al no N 0) U Q ENLARGED BUILDING SECTIONS / ELEVATIONS 41 -a SHEET TITLE 0 SHEET No A322 4th P.C. SUBMITTAL st: Plot Date: =9/9/2019 9:53:16 AIVI Local File: C:tUsers\rrnarinelartaria\Doctttnerits;B60i9-Compo ite-2(--10_I Ma.rinela r;s-3.rvt Consultant File Background Info: ---I l "111-11 I-. ifi l 1=11:1=1 if riI1�1.1i-�1i1�1_I.I_ :1--111-Ii=_I_l1=1 -11 lllilll-11 i1J 1-III_ = . 1 !--I 1 1. t ! I-1 /1 Ik1 11=111- 1--11fL fI! 05 - a-0-4.4016-- 05 _111_11 i 1=1 I11�--1 E_i _ II !1 IkC=1f1�1C fI1=1f1=,11=iI1-klhll(-____III-I1I__If ! 1-11 i=11( *I k 111-a 1=111=111.=' 11E-111-I 1 I I ! ITl 11= 11E1 I I; ; �Lf_1;I 1i1=1(I--1!I=1II=,I 1I!=III-fIf 1I1=III=flf =1Ii=1 I l ENLARGED BUILDING SECTION ELEVATION SCALE: 1/8" = 1'-0" i 9 \ A814 / R2.6r CORRIDOre 01 1 -1 hlII=111i I f lllC�'I' kl 1 Clllll!11 i CI 1 II1 I `111 - 1 l l-Ili III�1 I I ! 1-1 ! I�1 l 1-I I _l 11'' !! 1 ii (1.-1 k-(1(J-III-III-lli.--I � I {ll III. III, -! I l-=�= ----I � �--� � ' I + I�_l I 1-1 I I- _-__. _-_._ f- I_.. I I__._. T ! T 1 Ill (I 11 11 I ; Ili I1 lit • (I111..l�(Ifl_IlR__-,--;Il 1 II,: (--f111=I 1 --1Ii- (f i 1. 11 i----I 1 `I i I 1 E -111_111-1I 1-=1 I1 i •1' 1. 11-1 I F ;11=1 -11 !--111=111-111-'I i-`"1111=111-111- 111=11=i i t- 1 r`l l 1-11 1" 4111--11 [-: STAIR 03 r 9 1 A814j RAMP 1f I I1�111�1IC-I 1! II. : 111=H I1=11=1I I'' 1 1 I- :L . I I �.� III I I .. ; ,1 11 I>L � 1=1(I - l' 1-1 I I:�l 11-} 11-1 ! 1 _1 l.TI I k-11 I ;I 1Ik-III I. 1 I; :III fI I1 I I 1 J111�111'' fl II IE!IIIIIli16 -~ L 1 1 1 1 J/ III , i f 1--=_11 11 1l it I 1, -i I II 1= � 1'r�_11= w 11 li I l-if1_ � ,1 l_. w ,' I -1 '�1 I I I -III 11 11-1! -! 1- f----1; I I I -1yf-I Hill. 1' 11 _ _ _ I I _. I I . I .� I +_(.1_I . I�. l ,_, I ._1 ! E-1 I. I -I l .111_I I I_ -I ! I- � 1_ 111 I I i,11 / _ _ .1 1 I I-Ili-111-1 I I-11 f- I l i_1 i}-1 11- i -1 imm l- - 1=1 I= I-111=_I I-1 � . l- f. l (==(I C-=1 I-(;1I I l'=1 I I � I� I� 1� 1 1 � I�I I I 11-1, !mil I '�1 11 I- 1i I i l I I ' -11 1 J I! l I1 _ il I I -`! I I V . ,--`-1 ! '--! , i-! ! 1-+ i r--�, 1 r III'=1 ! {-1 I ! + 1-� I ' ; ! ! ! I �-Y I f-1 , I` --"'I , 1 1 T • ill 06 BRIDGE 06 05 ill mini 41tova 1vti'YIYiIItr Y�1 UMW .1.;1f1.7R.RR.. 1 1 1 !09 01 06 B-2 408 B-2 316 B-2 216 05 09 (2) MAXIMUM ALLOWABLE BLDG HEIGHT & +75.47 __T.O.S. ROOF +70.53 T.O.S. 4TH FLOOR +60.45 T.O.S. 3RD FLOOR +50.37 _ T.O.S. 2ND FLOOR +40.28 1 1ST FLOOR & -111-111 I]I1 1ll(I �llllk 1l,.--111=11 f=- 111=1I 1=, I 111-I 11= - +-1�_ i BASEMENT P1 -1 11E11' 1 I kE 11= 11 1=1 !-k--11 i=i 11-1 f 1-=k: +18.20 =111-111-I1;-111 )Ir III--il;-11!=1�-1' 1-1 11-111 ! h i != I -) i-ili---'1If- 1 I I--=11 iI' 111-T111=111=(IE fltL^Lt£LTJIATE If pried PI I 8 111111111011 ifialla 1■ • 1 1 1 III ICI 1-71 11=1 l= I I I =:1 11=TI I i-..-_1 I! =1 I =1 11=! I 11= 1! C-=11 'I I I=i l I=11 !-1 11= I=11 --! I I_111=-1 II 1=:11 I- 1= I I=- ! I I. 1 {111!a11 II(II 1' I -=111 11i=11i=1i[ ENLARGED BUILDING SECTION ELEVATION SCALE: 1/8" = 1'-0" III 1 I 1-1 ! t-1 11.--.! 1; ! 1 i=t 11=1 11= _1 i= (-111--1 I t-11=1 11. 11(-III-Il I- I 11 I I I--=1�k-(I f-'l 11.---1 I f-k I I 1111 11_111-i 11-E1 l=l 11E I'-_ 1-111=11111111-I I I=1 ! 111;=i 11=111 11=i (1_ MEE MEE ■■ 1- I I I l! ! I I I t. I i-1 !- -! ! _- 1 _ :-._ .1 111 111- . -1 I I l I l 1f-�11 [-_ -1 I -- I -1 11= I -I 11=i 11-1 I r-1 I C- I I I. =;11 }=11 j=-f 11=1 ! I=C ! =11-1 1==-=1''I 1=== 11�1 l 1= 1 k•1 1 I I-==1 I h! I I-11 1-: ! I._I '''-1 i I-1 r1-1 i k-i J --- ,._:.1=111-11 =III )I1-11� 11 I; -P{ I I I' I�-I I I r 11 11 II =1 =f I f---'I 1 -1-=1 I 1 -=-1-1=-11 - �_ 1 L,Il1-�li-lil_lil-,11-111 S-1 318 r-- 1R7.7 w 1 BASEMENT P2 � +5.87 �1 w 11 / 1 1 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 T.O.S. - ROOF +70.53 T.o.s. 4TH FLOOR -igiL +60.45 T.o.s. 3RD FLOOR 4 +50.37 T.O.S. 2ND FLOOR +40.28 1ST FLOOR +30.20 '..V BASEMENT P1 +18.20 BASEMENT P2 4-, + 5.87 SCALE: 1/8"=1'-0" 0 4' 8' 16' 24' elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS 2. ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A. AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES /1\ B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. 6. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. 7. PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8. BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC , AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, TRIM ETC PAINT, I , BLDG. WALL LINE -1%' LOCATION OF VENEER, OUTSIDE CORNER PAINT, TRIM, ETC TERMINATION @ INSIDE CORNER INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO. 01 STUCCO - smooth stucco, color TBD by owner/ arch 02 ROOF GUTTER & DOWNSPOUT - 11/A832 2/A833 2/A834 03 CEMENT FIBER BOARD LAP SIDING - see specs. -I A822 -I A826 -I A861 04 CEMENT FIBER BOARD SHINGLE SIDING - see specs. -/ A822 -/ A826 -/ A861 05 ASPHALT SHINGLE ROOF - -/A834 06 METAL GUARD RAIL -/A851 07 WOOD FENCING & GUARD RAIL (WHERE OCCURS) -/A852 08 VINYL BALCONY DOOR -/A825 09 VINYL WINDOW -/A822-/A8g 10 STOREFRONT SYSTEM -/ A824 11 PLASTER CONTROL JOINT 8/A861 12 DECORATIVE WOOD OUTRIGGER 14IA834 13 STONE VENEER - 2/A862 MYRTLE ROAD 1 Q w u 2 Q m (311„'‹e -6 job no. 0) B6079 .5 drawn Q submittal 0) • 1st Plan Check Submittal 02/05/2019 O 2nd Plan Check Submittal 04/12/2019 u) 3rd Plan Check Submittal 06/07/2019 0 E 4th Plan Check Submittal 09/09/2019 ai revision date U o /`1\ Revision 1 - 2nd P.C. Submittal 04/12/2019 L a N Q) o c c`� A L 4- 0 a) U 0) consultant: N L 0 -c c0 1• 0 N 0 owner: L co 0 LC N a a X a) a 0 a) 0 _c c 0) U D 0 na W nL\ 0) 0 13 0 ui 0 N U L 0 0 t0 E 0) a) a 0 i a a) U X a) -16 c0 03 a -0 SHEET TITLE EEVIEWFD FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, MC. >- ZcD Q M CL Lc) (3) O o ocr; 0 HO cc u) W � J O S cc (a_ > Wcc cu o floc) WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 ENLARGED BUILDING SECTIONS / ELEVATIONS c 75 SHEET No -o cr 0) A323 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 9:53:45 AM Local File: C:\iJserta\rrnarinelarena;Docun-ttints,B5079_Composlte__2019_RMarinelarena.M Consultant File Background Info: B-4 432 B-1 348 A-1 419 A-1 329 C-1 417 C-1 327 A-1 420 A-1 330 elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS job no. B6079 drawn submittal PROPERTY LINE I 02 ■■�;l��I_--:. ■1I ,II III' iI IIG lllllllll 111,11 i! 1 �f 1 !1=11 E 11=! 11 1. _! I II !f 11 (I~ 1 j, STAIR 01 BEYOND I 1, I -Ili 1 1 1=-111--1t1 ! I! IJI 1=1 11 ! I I-_f -1 f E-Iff-:1 I I I �_ { 1 IT111=1 l I 1► 1 ! I=111=111=11 l^1 1=k 11 k f f_-' k�l(I 1==1 1�11 I-!I1 i t 1 I -1!1-1fE_ 11I_' I H 11-1 l 1_1 11-f 11-III 1-111_ 1-11-111_111 1 _111-111-111-I 1-I 11-11 k-111- 11 I 11 I 1 11-11 k-111-1111 ! 1E 111=11 !-11=111111- 1I1=1 I I IE--9 n! l !=l I ill _I:( 1 !-11 {-1 i I-111-111.-1 k 1-f ! 1--111 111-11 I-111=111--111-111=1' F-I 1 I-' 11_1 -- 1--- 1 -1- l i - I-1 11�-111=11,-1 ! 1:-k 11= _=:111__ I 1=T ! I 1---I I- ' 1 I1 �I 11111={ 1 T!?1'-! 11=1; El 11--11 I'-JI I 1-111 ll'l=1 I !--11--111--1 I 1 1 =1 I-1 1 J{ I -k 1 L f 1 HI 11-1 I H:I 1 i=11 I=_i 1 f=111= _III =111=11 ! !=!-�' I 1 11-=11 II;1_ -!II 1=111-111-1 11=�11 - I! I I-- ! I -----I 11=1 11-= I l .! I 111---11*-- 11 t1111- 11 111E111- 11-1-=---I 1===--11 ! 1 i=k 11===-,I 11=_I1 1_- 111 'I 111- Tr_ =-=,= -11 !! =1 111-1' 11=111-1 ! K1 ! 1-111=i I 1=1 1=1 ! 1=1 f -LEI I i=iIi-f 11 =1 I I- = Hi 1-1 ' 1-:{ 11= l ! a 11�11 1 l 111-1 I -I 11=L1=111`.111=111T11 f=111=111=11 f.`-_I 1 I 111.T11 }=11 11 ! 1! 1 1' 1=11 =! I f-111-;Ill 1-} 11-1 f 1-111=11 I-f 1'-11 1=111=111--1 I-1 11=111=111=111-1 f -1' 1=h = =jl _l i-.=111-11 Ell_=1 I 1=1,L1111 11-= 1 ! 1`I=" 1191=11 `! I f=i 'Ti I 1 I 1 I I 1 1 I I I I • I 11=11=1 f 1^111-11 I--1112_111_I f 11=Ill-- -1 l E111=111-111==1�-! 11----1 I !=111=1 1= i 111=':l_I] Ij1 -71 I� 1111='llll 11;III 1E El 1 111f1I111 I1:1� 1:, 171�_,1111 1 !C C l �f 1!=111-1 l 11.-11 I-111--111=111-111-11 F_111-111=1 I l 1 1�;�111:'==�1 1 1f11`!�I!111 111-'1!i1r1�1 1 llf-111111 111=11l =1i1;=11I{ 11 111�I!1 111-'(- 111=11I =11=1 I I=111=1 I II 1 I-1 I I-1 I I-1 I 1=1 11-1 11-1 11=l l'=1 I 1-1 :111-F=I11 -11 l-__-_l 11-J111-11-H1-1T=I11=111:=11.1.=-1-1419 k =1.1-I,=1 =-1I mm1' I-1TF I I T? 1 1=1:1= 1 1 _ I�-III I 1 =1 i-1 1-f 11 1-I 11_ 111=1 Il_ { 1-11 ! i �1 1 . k ---:11 III 1 11 I I: I 1 i. 1 ! III- 111--111-11, 1=111=1 11=1 I I--1 1-1 I�! 1' :-1_I 11IF-=-=1 I lr 1 TI:i 1-1 I f =1 1=1 I lT 11=111T)11=111 III=1 11=1 11=1 11-1 I-' 1=1 I!-1;1=1;1-11! 11-1 1Y I1,- W =1.1, _--1 ► 1 I--� ' I----. 1` --!= 1,1:111111- �=1 l"I1 ' 1 1 111" o = 111 Il�II 1il II IkI -Turin1 L?-lf:-11,-Ill-!;1-II!-lfl-,il-1�11 1-i.,-1-111-,1 F-l�f !fr,!,-rt �!�11�1,Q.- • I I� f B-1 248 01 B-1 141 �I I- f=1 I I�I I ! ! I i �i I I`I !-=1 I-1 !'-i I 1-1,! ! I ! f 11i_111,1 f I I I I :�` I '--- -I I {. l 1] ! 11 ! 1-I_;1 !.=1 ! 1-111=111_! I I-! 11-1 1-1 I_I ! -1 ' I-1 f_! f -I. I_1 I - I 1 ! I-! f.---- I I----1 i k- I I f----i 1 I ! f L-i I I k! 1_-1 11----. E! 11 I I_- - L- II I. �J 11�1 I C= ! I-=-1 ' �I I C=' f I�-- L =I'' 11-1 I I-! l 1=111=1 I (! !''-III__=1 1 I.=1 I=yl I=! I I. 1 f I. I' A-1 229 A-1 129 05 U.. nu rinsii 09 09 '�iII1l111t C-1 227 C-1 127 02 17�\ k, A814 A-1 230 A-1 130 <11 NNE ■■■ MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 T.O.S. ROOF +70.53 T.o.s. 4TH FLOOR ,� +60.45 T.O.S. 3RD FLOOR AL +50.37 T.O.S. 2ND FLOOR AL +40.28 k;-r f k 11 I-- � � I---f-E{-,1-1-f}{-1=I-k �N .�.r-"=�� .1: . -. it--�-- _. .. °-1 11--1 I �! 1 I-=f 1 I---k 11-1 I I=1 k';-1 I i-1 ri-1 I k--11 f--1 k 1-1 I f.Jf a I-.-f I !--1 I I-1 I]-^ :=11�:1 I=1 - 1=1 k 1=111=1 11=1 l!=1 11--1 ;1=! 11-! 11-1 I I-i I lI I�-I 1 != I,=k I l-1 I k=! i! i-=1 f 1=f I i----f I i=iI i-{ k=11 I- I I_ -11 1=_1#1111.,1±iili-11=.1-1:74111 1 i � k I 11==k i k-! l!-! I III I_1 I , _ I_; I -I1- k I E_11I 1 � h I-) hI I (!-, 1�1 �I I I I _: 1 ui = � 11- -� -� __ _ 1- I- � _ II 1 I 1 1-- I I Il 11.�1 . l Ill IIf 11f li I, 1 I,I I - - �. I _1 _- 1 I iII 11. 1 il-II 1 111-r! _1 !_I I ' I-!, � 1 _I I_1 I I_1 !- 1_ l ! 1-1 I� I 1 .I 111 1: �l 1 ! I i Ik. II_II1 ! 11f I[-!11-f11 AI I it . k II. 1 1 I _ !_ 1 _. ! - I_� 11. .1 I. l l I.l IFIII��� .. -'II-11 III,lf 111- II II 1 1 I f I I I I I I. I 1�I III ! ! I ,1I I. 11 fil III III1,11flI_-,__I IT _Ii 1 1 -k _ _I I- I -I I I I -I' (-=�I _ -`" f - � -I ``" I,1(, If�1r 11-Lf __ f I iIf`I I I i 1 �I I f�l I��I!^1 k -k�l �11� I _f I`I I k=1 I I-1 iIII 1 I =! I 1=-f -1 I -i I-! I_1 -1! 1=1 1= I - =1 !=i 1= ! = I I-! '= - -= - - = == _ ! = -! _ _I 1_ _ _ !_ I l l 11 1 1 I f l l I 1. � 1- f i l 1. l I. i k l: l l 1 1 1 1 1 1 _III-Ill=f 11_=f I I___I I I=1 l.l.--k I f 1, l 1 l l i l l l ,1-__1 I I-: l l_I I . l l I. l k I f=i 1 I-111--1 I k-11 I f I k 11_ ENLARGED BUILDING SECTION ELEVATION SCALE: 1/8" = 1'-0" RM B-5 418 S-1 ;mm;mm 111i1!IIi:,�l,r ll-Rl1Ii!I>il'] 1I11 I -Ii:1�Fi 328 S-1 228 S-1 128 STAIR 02 1i-i11TI 1T--111--111=f 11=111_7 1 I I 11=- Ij iill,l lilll II11 t.1 t11�1 C-1 415 C-1 05 01 7,SEMENT ENT SHA Ali ! I 11 !;,_ II 1 I !, 1IlI 11 _ 1=11_I-1,__ 1:-11=1 I I I I- -1 I.-1 , 1-.1 1= I - �-1 I 1=1 11= -I' 1-111-111-111=111 !�"I l l-I ! 1_-111- 1 t'-II I -I f-III--IIf- I -I 11-t! I-1 I r--i I I-111-I 11-! I r ENLARGED BUILDING SECTION ELEVATION SCALE: 1/8" = 1'-0" I � 1 Y II I t-I I F-I 1 1--! -:!TT' 325 C-1 225 C-1 125 IIUIn�■■ul:_1:.1■■■ IIIIIIII II IIIII�ID!U!��MI 4, A-1 413 A-1 2 B-4 411 05 EVATOR BEYON2 323 A-1 223 A-1 123 Nu • I�_w: 1 I� 1I■ IILIIII1iI!IiI jiilll'I IJII B-1 321 B-1 221 B-1 121 06 1ST FLOOR AL +30.20 1I 1-17 1.SEMENT P1 AL +18.20 1 1- -I EMENT P2 AL +5.87 MAXIMUM ALLOWABLE BLDG HEIGHT a +75.47 ♦r•Amme .a. a a tea... ww 1-,,-1 I I-111=111=i1!__I 1T1 I [� 1 I I; 11!=1 1-111-- 1 i 11=f i 1. _' -1 I I-111-1I I-11=! 1=111-11I{ 11-111-11!_.=111-k 11-!11-=1 l 1S I I-111=1-11-111=111-11_ 1 11--1 I I Ie1 h=-" 11==11=1 1--1 1- I k= . I F= 11 I �I --� 1=111. 11 'till, - f 1 : l 1 { I 1 . 1 1L I t� -1.1 1-1 1' 1-- (G; o T.O.S. ROOF +70.53 T.O.S. 4TH FLOOR AL +60.45 T.O.S. 3RD FLOOR AL +50.37 T.O.S. 2ND FLOOR AL +40.28 1ST FLOOR AL +30.20 14 ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PIASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC , AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, PAINT, TRIM ETC OUTSIDE CORNER INSIDE CORNER BLDG. WALL LINE LOCATION OF VENEER, PAINT, TRIM, ETC INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL AND/OR SHEET NO 01 02 03 04 05 06 STUCCO - smooth stucco, color TBD by owner/ arch ROOF GUTTER & DOWNSPOUT - CEMENT FIBER BOARD LAP SIDING - see specs. CEMENT FIBER BOARD SHINGLE SIDING - see specs. ASPHALT SHINGLE ROOF - METAL GUARD RAIL 11/A83 A82 - / A834 07 08 WOOD FENCING & GUARD RAIL (WHERE OCCURS) VINYL BALCONY DOOR - / A85 09 VINYL WINDOW 10 STOREFRONT SYSTEM 11 PLASTER CONTROL JOINT 12 DECORATIVE WOOD OUTRIGGER 13 STONE VENEER - BAYSWATER AVE. 1 2 MYRTLE ROAD 2 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date No consultant: 1E0 owner: (11 Pc; 442 Td co coui REVIEWED FOR CODE COMPLIANCE CC a) so < < tcs (i) w E CD CO C CD f- nn LI] CD CO FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 18 Park Avenue, Los Gatos, CA 95030 ENLARGED BUILDING SECTIONS / ELEVATIONS SHEET TITLE SHEET No A324 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 919/2019 9:54:14 AM Local File: CAUsers\rmarinelarenalDocuments\B6079_Composite_2019_RMarinelareria rvt Consultant File Background Info: 0 4' 8' 16' 24' STAIR 01 B-1 405 A-1 403 A-1 401 ( 6 A713 A-4 400 elevation / building section notes 1. ALL MANUFACTURED PRODUCTS TO BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURES REQUIREMENTS AND PRODUCT LISTINGS -6 job no. B6079 15 drawn submittal 06 A-1 314 05 B-1 305 A-1 303 A-1 301 05 03 09 A-1 214 A-1 114 01 02 07 ENE NEE ENE LI U U ENE OEM 02 01 01 B-1 205 B-1 105 05 09 06 A-1 203 A-1 103 09 U. u. ME ril rH `\• J MEE MEE RU -------- ------------- A-1 201 A-1 101 ni.,ENEIMINFILWAMEW9 -- FA! 1 1.• • 01 A-3 300 A-3 200 A-3 100 _1 8 isaqiT r 11- 1_1_1_1_17"1111_1_ 11,1-111-11-11-1TITTMTPITITE 1 b --- - - - - . : . 12 05 03 • 09 13 07 MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 T.O.S. ROOF +70.53 IIPP T.O.S. 4TH FLOOR AL +60.45 HP T.O.S. 3RD FLOOR Au +50.37 1, T.O.S. 2ND FLOOR +40.28 I 1 T---T -- L • ;...;,.;_r • r --- ------ -- , -- -- 1 -- -- •_L • 1 -- -- , -- 1 -- • :1 ' _;__I • :_111 - - - N / / ]El: T 1 1 i ! : 1 1 t [ . . E I / \ -, i / r / . 14±1-H.T: ' I' / : L I ./ _ I r - --r- - 1 A LHE / r 1 1_, El I 1=1 1 19 I F I I= . . . 41 A - ° 4 a' • a I ° ENLARGED BUILDING SECTION ELEVATION SCALE: 1/8" = 1.-0" C-2 407 A-1 315 A-1 215 06 1-+ 05 El 1 FE1 IEW--E-11:=1111'1-i 1 11--=--111=11H-111111--AL--1t El 1 1-L7:111-= 11=11111111.-1111 1 PHI Ell ------- 11111E11--111E,. ikiz---_111 11E111E111E1 17--=-111=== 11-="1- 11= 11E111E11 =111E1 1 111=111-111-111=-111= =111=111=111=111=1 11-=-1-111E111E111F-11-11iii-- =1111-1-11-1=- 11=1 ==111111=11-Le III 11=1 1=11111=11ce ==111E111-1111-411 11E111=111=111=110: 11=111= 1 ----7-111-E-111=111E111Erel 111=11=11 =111=111 IT-1IF 1 1-;;111-74;111;1117±7:111=-111=1111,,, LE S 1.; =111-1:111_111-.1 El =111=111:111L11,_:11 111_11 1=111=111-1,11-III=111--111-111-H1-111 I E--EllIT=7111- 1---1 111 H1-111- „11,„Hi4 111 HI 11=111 :1,-111 1.1 II, ELEVATOR ENLARGED BUILDING SECTION ELEVATION SCALE: 1/8" = 1-0" 6 \‘, A- 713 I 11111111111111111 01 A-1 412 A-1 320 C-3 414 C-3 322 C-3 222 RM B SEMENT ENT SHA " . /.1-110 liV. 161MM A-1 220, A-1 120 06 05 C-3 122 STAIR 02 • a • SOS a SO aa a im-mawaka. SS ":" 05 02 -lull z711-F-11-1-1LE rtil -.J.-_1 =111=11 „1--.111-111..HH --II( II i Iii- HI HI ill 1111 1_1i ili 1111111i, 114 it ,_ 1 ce 1_1111117=11 ''111111111-1411-=111=111=111=111=111E111E111=111=111=1,11:111=-1,1jmIllm1111111.1611=11i=w-111-A11-111-= H 1-111=11H111=111_=111111=111=111=111-=+-111=111=-11111 ,, 111=111±=FT HI:a-I-HI-11-11 - H=111=111=11=111=1 1-=111-_711.1=111-,E-1,1_111pyillillihilil, 1 '11111LIIIEr-111=1 111=111=111=11 ceEk1=-111=111E ':1111 „ „,.--'.1-7 . III- .11• Ili / 1 H 11:1i 1 J---11 1 4 4 , H11 II-N=111=11E 1=111E111E-11E -7111=111=11 111=11E IE 1 11 1=111=111E 11a1111 =111E11I-= = 1=11 1=111=1= -111E-111E-11 11E111E111E111E -1=111=111-11 = 1=111=111= -111=1 1=11 L11 di_11_1 EDJffHESEMEN+TaP872 L4 Ell_l__11=_H=11_=11_11171 -11F , „ II 19-11111 Elhi 1ST FLOOR A • +30.20 SEMENT P1 AL, +18.20 MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 -w T.O.S. ROOF AL +70.53 T.O.S. 4TH FLOOR 0- +60.45 -110 T.O.S. 3RD FLOOR A • +50.37 Los. 2ND FLOOR AL +40.28 1ST FLOOR AL, +30.20 Pr BASEMENT P1 +18.20 10 BASEMENT P2 AL +5.87 2. ALL EXPOSED WOOD TRIM OR ARCHITECTURAL WOOD DETAILS TO BE PRE -PRIMED & PAINTED 3. WEATHER BARRIER MEMBRANE (WBM): PROVIDE IN CONFORMANCE WITH CBC CHAPTER 14 BEHIND ALL EXTERIOR FINISH MATERIALS. INSTALL ALL WBM IN CONFORMANCE WITH MANUFACTURES LISTINGS. WBM PRODUCTS EXPOSED TO U.V. RAYS DURING CONSTRUCTION EXCEEDING THE MFG ALLOWANCE ARE TO BE REMOVED AND REPLACED. WEATHERPROOF LAP ALL MEMBRANE PRODUCTS AND FLASHINGS FOR A WATERTIGHT STRUCTURE. WBM TO BE MIN 60 MIN GRADE "D" PAPER INSTALLED AS FOLLOWS: A. AT EXTERIOR SIDING OR SHINGLES MIN 1 LAYER OVER ALL SUBSTRATES B. AT EXTERIOR PLASTER APPLIED DIRECTLY OVER WOOD SHEATHING INSTALL MINIMUM 2 LAYERS PER 2016 CBC 2510.6 C. AT EXTERIOR PLASTER APLIED DIRECTLY 0/GYP. SHEATHING THEN 2D SHTG. INSTALL A MIN (1) LAYER D. EXTERIOR PLASTER OVER SPACED WD OR METAL STUDS MIN. 1 LAYER 4. SELF ADHERED COMPOSITE FLASHING (SACF): PROVIDE SACF AS FOLLOWS: A. AT ALL WINDOW, DOOR, VENT AND GRILL PENETRATIONS THROUGH EXTERIOR WALL FINISHES IN CONFORMANCE WITH OPENING, SUB -FLASHING DETAIL B. 12" WIDE CENTERED ON ALL VERTICAL TRANSITIONS BETWEEN SIDING TRIM AND EXTERIOR PLASTER C. MIN. 10" SQ. PATCH AT ALL GUARD OR HANDRAIL BRACKET WALL ATTACHMENTS PATCH TO BE CENTERED ON ATTACHMENT BOLT PATTERN D. ALL HORIZONTAL PLASTERED SURFACES TO BE PROVIDED WITH CONTINUOUS SACF WEATHERBOARD LAPPED MIN. 3" UP AND 3" DOWN ADJ. VERTICAL PLANES WITH WBM 5. WINDOW AND DOOR HEAD HEIGHTS: A. WINDOW HEADER HEIGHTS SHOWN AT EXTERIOR ELEVATIONS ARE NOMINAL. WHERE DOOR AND WINDOW HEAD HEIGHTS APPEAR TO BE THE SAME THE CONTRACTOR SHALL VERIFY THE ROUGH OPENING HEADER HEIGHT OF THE DOOR AND SET THE WINDOW HEADER AS NECESSARY FOR ALIGNMENT OF THE WINDOW FRAME AND TRIM WITH THE DOOR FRAME AND TRIM. B. WINDOWS LOCATED WHERE INTERIOR DROPPED SOFFITS OCCUR (AND CEILING AND WINDOW HEIGHTS ARE INDICATED TO BE RELATIVELY THE SAME HEIGHT) WILL SET THE HEADERS FLUSH WITH THE CEILING FRAMING SUCH THAT CEILING FINISH MATERIAL WILL TERMINATE INTO SIDE OF WINDOW FRAME. CEILING FINISH TERMINATING INTO THE GLAZING OR SASH PORTION OF THE WINDOW IS NOT ACCEPTABLE. C. AT STACKED UNITS WHERE OPENINGS ALIGN VERTICALLY IN ELEVATION THE OPERABLE SIDE OF WINDOWS, SLIDING GLASS, AND DOORS WILL BE THE SAME AT ALL LEVELS. 6. WALL PENETRATIONS ALIGNMENT: EXPOSED MECH GRILLS, VENT, DRYER HOODS, ETC...., WHEN OCCUR AT EXTERIOR WALL ELEVATION ARE TO BE CENTERED AND ALIGN VERTICALLY OR HORIZONTALLY WITH ADJACENT VENTS. WHEN SIMILAR ITEMS OCCUR IN THE SAME WALL PLANE AS UNITS ABOVE ALIGN THESE COMPONENTS VERTICALLY AT ALL FLOOR LEVELS. 7 PROVIDE ANTI -GRAFFITI FINISH AT THE FIRST FLOOR WALLS AND DOORS 8. BUILDING ELEVATION COLORS, SIDING, STONE VENEER, TRIM, ETC , AT ALL LOCATIONS IS REQUIRED TO RETURN TO AN INSIDE BUILDING CORNER U.O.N. SEE DIAGRAM BELOW. TERMINATION OF COLORS, TRIMS, AND VENEERS AT OUTSIDE CORNERS IS NOT ACCEPTABLE. VENEER, PAINT, TRIM ETC OUTSIDE CORNER INSIDE CORNER BLDG. WALL LINE LOCATION OF VENEER, PAINT, TRIM, ETC TERMINATION © INSIDE CORNER EXTERIOR ELEVATIONS KEYNOTES DETAIL ANDR SHEET NO 01 02 03 04 05 06 07 08 09 10 11 12 13 14 STUCCO - smooth stucco, color TBD b owner/ arch ROOF GUTTER & DOWNSPOUT - CEMENT FIBER BOARD LAP SIDING - see specs. CEMENT FIBER BOARD SHINGLE SIDING - see specs. ASPHALT SHINGLE ROOF METAL GUARD RAIL WOOD FENCING & GUARD RAIL (WHERE OCCURS) VINYL BALCONY DOOR VINYL WINDOW STOREFRONT SYSTEM PLASTER CONTROL JOINT DECORATIVE WOOD OUTRIGGER STONE VENEER - EXTERIOR ARCHITECTURAL GRILL 11/A832 2/A833: 2/A834 -/ A822 -/ A826 -/ hot -/A822 -/A826 /A8612 -/ A834 -/ A851 -/ A852 -/ A825 -/ A822 -/ A822) -/ A824 8/A861 14/A834 2/A862 18/A851 BAYSWATER AVE 2 1 imm II II MYRTLE ROAD co • 1st Plan Check Submittal • 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 5th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 10/22/2019 revision date Revision 1 - 2nd P.C. Submittal Revision 4 - 5th P.C. Submittal 04/12/2019 10/22/2019 consultant: owner: ZlilliTIED FOR CODE COMPLICE DEC 1 9 2019 BUREAU VERITAS NORTH AMERICA, M. WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 ENLARGED BUILDING SECTIONS / ELEVATIONS SHEET TITLE A325 Plot Date: 10121,2019 6:34:32 PM Local File: C:V.Jsers\rnmuriozDocurnentsB6079Ccrnposte2019mmunoz.rvt Consultant File Background Info: SCALE: 1/8=1-0" 0 4' 8' 16' 24' SHEET No 5th P.C. SUBMITTAL 1 0/22/2019 DOOR TYPES NOTE: "T" INDICATES TEMPERED GLAZING. ALL GLAZING IN DOORS SHALL BE TEMPERED. UNIT DOOR SCHEDULE * UNIT DOOR SCHEDULE - REFER TO A091 THRU A092 FOR ACOUSTICAL REPORT STC REQUIREMENT DETAILS job no. B6079 drawn submittal DOOR WIDTH DOOR HEIGHT F.F. F.F. F.F. A DOOR DOOR HEIGHT DOOR HEIGHT WIDTH • DOOR HEIGHT ♦ DOOR B DOOR VIEW HOLE WHERE OCCURS VIEW HOLE AT ADAPTABLE UNITS CENTERED 60" AFF DOOR WIDTH WIDTH H DOOR HEIGHT F.F. M SLIDING FOLDING DOOR DOOR WIDTH ♦ oa DOOR WIDTH C DOOR HEIGHT ♦ ♦ DOOR HEIGHT DOOR WIDTH MECH. LOUVERS WHERE OCCURS. SEE MECH. DWGS. FOR LOCATIONS AND SIZES DOOR DOOR HEIGHT P WIDTH o0 J DOOR WIDTH N DOOR HEIGHT ♦ D ♦ DOOR HEIGHT DOOR WIDTH DOOR WIDTH 2'-6" DOOR WIDTH" *DOOR 102 - SEE NOTES K ♦ DOOR HEIGHT DOOR HEIGHT H E ♦ O O 0 I- w DOOR WIDTH DOOR WIDTH L F 21'-0" SLIDING GATE I I I I I I I I II I I O GARAGE SLIDING GATE ROLL UP DOOR DOOR OPERATIONS I I I III1111 a. c. e. g. Egress doors shall be readily open able from the egress side without the use of a key or special knowledge or effort. HARDWARE. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter IIA or 11 B shall not require tight grasping, tight pinching or twisting of the wrist to operate. HARDWARE HEIGHT. Door handles, pulls, latches, locks and other operating devices shall be installed 34 inches (864 mm) minimum and 44 inches (1117 mm) maximum above the finished floor. Locks used only for security purposes and not used for normal operation are permitted at any height. see sec. 1010.1.9.2 for exception LOCKS AND LATCHES. Locks and latches shall be permitted to prevent operation of doors where any of the following exists: 1. Places of detention or restraint. 2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main exterior door or doors are permitted to be equipped with key -operated locking devices from the egress side provided: 2.1. The locking device is readily distinguishableas locked; 2.2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background; and 2.3. The use of the key -operated locking device is revokable by the building official for due cause. 3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided that the door leaf having the automatic flush bolts has no doorknob or surfacemounted hardware. 4. Doors from individual dwelling or sleeping units of Group R occupancies having an occupant load of 10 or less are permitted to be equipped with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool. 5. Fire doors after the minimum elevated temperature has disabled the unlatching mechanism in accordance with listed fire door test procedures. BOLT LOCKS. Manually operated flush bolts or surface bolts are not permitted. Exceptions: 1. On doors not required for egress in individual dwelling units or sleeping units. 2. Where a pair of doors serves a storage or equipment room, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf. 3. Where a pair of doors serves an occupant load of less than 50 persons in a Group B, F or S occupancy, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf. The inactive leaf shall contain no doorknobs, panic bars or similar operating hardware. 4. Where a pair of doors serves a Group B, For S occupancy, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf provided such inactive leaf is not needed to meet egress width requirements and the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. The inactive leaf shall contain no doorknobs, panic bars or similar operating hardware. UNLATCHING. The unlatching of any door or leaf shall not require more than one operation. Except where manually operated bolt locks are permitted by Section 1010.1.9.5, Exception 2, or where doors with automatic flush bolts as permitted by Section 1010.1.9.5, Exception 3, or where doors from individual dwelling units and sleeping units of Group R occupancies as permitted by Section 1010.1.9.5, Exception 4. ACCESS -CONTROLLED EGRESS DOORS. The entrance doors in a means of egress in buildings with an occupancy in Group A, B, 1-2, M, R-I or R-2 and entrance doors to tenant spaces in occupancies in Groups A, B, /-2, M, R-J and R-2, are permitted to be equipped with an approved entrance and egress access control system, listed in accordance with UL 294, which shall be installed in accordance with all of the following criteria: 1. A sensor shall be provided on the egress side arranged to detect an occupant approaching the doors. The doors shall be arranged to unlock by a signal from or loss of power to the sensor. 2. Loss of power to that part of the access control system which locks the doors shall automatically unlock the doors. 3. The doors shall be arranged to unlock from a manual unlocking device located 40 inches to 44 inches (1016 mm to 1117 mm) vertically above the floor and within 5 feet (1524 mm) of the secured doors. Ready access shall be provided to the manual unlocking device and the device shall be clearly identified by a sign that reads "PUSH TO EXIT." When operated, the manual unlocking device shall result in direct interruption of power to the lock -independent of the access control system electronics -and the doors shall remain unlocked for a minimum of 30 seconds. 4. Activation of the building fire alarm system, if provided, shall automatically unlock the doors, and the doors shall remain unlocked until the fire alarm system has been reset. 5. Activation of the building automatic sprinkler or fire detection system, if provided, shall automatically unlock the doors. The doors shall remain unlocked until the fire alarm system has been reset. 6. Entrance doors in buildings with an occupancy in Group A, B, /-2 or M shall not be secured from the egress side during periods that the building is open to the general public. SYMBOL ROOM NAME TYPE WIDTH ! HEIGHT THICK CONSTRUCTION FACE FINISH FRAME FIRE RATING SILL JAMB DETAIL DETAIL HEAD DETAIL DOOR NOTES U1 U2 ENTRY 3'-0" 1 3/4" BALCONY 3'-0" 8'-0" 1 3/4" SOLID WOOD FIBER GLASS RAISED PANEL FRENCH U3 U4 BEDROOM 3'-0" 6'-8" 1 3/8" BATHROOM 3'-0" 6'-8" 1 3/8" U5 W/D C '-10" 6'-8" HOLLOW CORE WOOD HOLLOW CORE WOOD PAINT BALD W/OUT CLIPS TIMELY -PRIMED 20 (4/A825)(9/A825) (1/A825) (4/A826) (6/A826) (3/A826) (5/A826) (7/A826) 8/A826 W/ SMOKE SEALS, SELF -CLOSING, SELF -LATCHING, VIEWER HOLE MATCH WINDOWS FLANGE (6/A825)(7/A825) (9/A82* ( A826 (6/A826 3/A826) 5/A826) FIELD APPLIED FAUX STAIN FINISH. STAIN -GRADE DECORATIVE WD. CASING. RAISED PANEL RAISED PANEL 1 3/8" U6-1 COAT ' - 10" 6'-8" 1 3/8" U6-2 COAT 2'-6" 6'-8" 1 3/8" U6-3 COAT U6-4 COAT B B 2'-4" 6'-8" 1 3/8" HOLLOW CORE WOOD HOLLOW CORE WOOD HOLLOW CORE WOOD HOLLOW CORE WOOD PAINT WD (IA826 111A826 (-9IA826 111A826 PAINT WD (4/A825) (9/A826) 41/A826) (9/A826) (11 /A826) RAISED PANEL RAISED PANEL PAINT (4/A825) C9/A826)(1/A826) (9/A8289 41 /A826) PAINT (4/A825) (9/A826)(1/A826) (9/A826) (11 /A826) RAISED PANEL RAISED PANEL PAINT WD (4/A825) (9/A826 (1 /A826) C9/A826)(1 /A826) PAINT WD (4/A825) (9/A826) (1 /A826) (9/A826) 41 /A826) 2'-0" 6'-8" 1 3/8" HOLLOW CORE WOOD RAISED PANEL PAINT WD (4/A825) (9/A826) 1/A828) (9/A826)41/A826) U7-1 U7-2 U7-3 U7-4 U8 CLOSET D 7'-0" 6'-8" 1 1/8" HOLLOW CORE WOOD CLOSET CLOSET CLOSET 6'-0" 5'-0" 4'-0" 6'-8" 6'-8" 6'-8" 1 1/8" 1 1/8" 1 1/8" CLO. / W.I.C. 3'-0" 6'-8" 1 3/8" HOLLOW CORE WOOD HOLLOW CORE WOOD HOLLOW CORE WOOD RAISED PANEL RAISED PANEL RAISED PANEL HOLLOW CORE WOOD U9 CLOSET ' - 10" 6'-8" 1 3/8" HOLLOW CORE WOOD RAISED PANEL RAISED PANEL RAISED PANEL PAINT WD (41A826) (5/A826) SLIDING CLOSET DOOR PAINT PAINT PAINT PAINT PAINT WD WD WD WD WD 43/A820 43/A826) (4IA8 -5 (4/A825) 04/A826) 14lA826 4/A826) c/A826 111A826 1=5/A826) 15/A826 (5/A826) (4/A826)11 /A826) (9/A826) (1 /A826) (9/A826)1-1 /A82� SLIDING CLOSET DOOR. AT UNIT STACK 136, 236, 336 PROVIDE 5'-0" CLOSET DOOR INSTEAD (U7-3) SLIDING CLOSET DOOR SLIDING CLOSET DOOR DOOR AND WINDOW NOTES 1. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT OF DOORS SHALL NOT BE LESS THAN 80 INCHES. (C.B.0 1010.1.1.) 2. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS. 3. EGRESS DOORS SHALL BE READILY OPEN FROM THE EGRESS SIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SEE (C.B.C. 1010.1.9) FOR EXCEPTIONS. 4. ALL SWING DOOR HANDLES SHALL BE LEVER TYPE THROUGHOUT UNLESS OTHERWISE NOTED AND SHALL CURVE AND RETURN TO WITHIN 1/2" OF THE DOOR. 5. EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. APPLIES TO ALSO EXIT GATES. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (C.B.C. 1010.1.9) 6. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1" LETTERING STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." MAIN EXIT ONLY. (C.B.C. 1010.1.9.3 ITEM 2) 7. VIEW PORT IN FIRE CORRIDOR DOORS MAY BE INSTALLED PROVIDED THE HOLE IS NOT LARGER THAN 1 INCH IN DIAMETER THROUGH THE DOOR, HAVE AT LEAST A 1/4-INCH-THICK GLASS DISC AND THE HOLDER IS OF METAL THAT WILL NOT MELT OUT WHEN SUBJECT TO TEMPERATURE OF 1,700^F. (C.B.C. 716.5.3, EXCEPTION 1) 8. ALL EXTERIOR AND INTERIOR GLAZED DOORS TO BE TEMPERED. 9. SEE MECHANICAL FOR INTERIOR NON -RATED DOORS THAT SHALL BE UNDERCUT. SEE MECHANICAL FOR SIZE OF UNDERCUT WHERE OCCURS 10. GLAZING CONTAINED WITHIN A FIRE RATING DOOR MUST MEET FIRE AND IMPACT CODE REQUIREMENTS. 11. EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY REGARDLESS OF THE OCCUPANT LOAD. (C.B.C. 1010.1.2.1.) 12. ANY FENESTRATION WITH "U" VALUE LOWER THAN THE DEFAULT VALUE MUST HAVE PERMANENT LABEL. OTHER FENESTRATIONS MAY HAVE A FACTORY REMOVABLE LABEL. 13. ONE OPENABLE WINDOW WITH AN OPENABLE AREA OF AT LEAST 5.7 SQUARE FEET, WITH A MIN. CLEAR DIMENSION OF 20" WIDE BY 24" HIGH AND A SILL HEIGHT NOT OVER 44" FROM FINISH FLOOR IS REQUIRED IN ALL SLEEPING ROOMS BELOW THE 4TH STORY. (C.B.C. SEC. 1030.2). SEE DETAIL: 14. THE EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. (C.B.C. SEC. 1030.3) 15. PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305; FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C AND UL 305; THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST 1/2 OF THE DOOR LEAF WIDTH; AND THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 LB. (67N). 16. DOORS OPENING INTO EXIT ENCLOSURES SHALL BE PROTECTED PER (C.B.C. SEC. 716.5) 17. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS (PER CBC 2406) SHALL BE IDENTIFIED BY A MANUFACTURERS DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD. 18. ALL WINDOW AND DOOR GLAZING SHALL HAVE A MIN. STC RATING PER SHEETS A261A THRU A261G. REFER TO ACOUSTIC REPORT FOR ADDITIONAL INFO. 19. RATED DOOR ASSEMBLIES SHALL BE EQUIPPED WITH SMOKE GASKETS AND BE SELF- OR AUTOMATIC -CLOSING AND LATCHING, SECTION 716.5.3.1 AND 716.5.9. 20. PANIC HARDWARE MUST BE PROVIDED ON ALL DOORS AND GATES ALONG THE POTENTIAL EGRESS PATHS FROM A GROUP A OCCUPANCY OR ASSEMBLY AREA NOT CLASSIFIED AS AN A OCCUPANCY. (C.B.C. SEC. 1010.1.10). PANIC HARDWARE MAY BE OMITTED FROM A SINGLE DOOR SET OF DOUBLE DOORS SERVING AS THE MAIN ENTRY IF A SIGN READING "THESE DOORS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IS PLACED IN A CONSPICUOUS LOCATION NEAR THE DOOR. (C.B.C. SEC. 1010.1.9.3) 21. UNIT WINDOWS "U" VALUE TO BE 0.36 AND "SHGC" VALUE TO BE 0.25 AND "VT" VALUE TO BE 0.50. REFER TO T-24 REPORT FOR ADDITIONAL INFORMATION. 22. BUILDING COMMON DOORS & RESIDENTIAL GLASS DOORS "U" VALUE\TO BE 0.36 AND "SHGC" VALUE TO BE 0.25 AND "VT" VALUE TO BE 0.50. REFER TO T-24 REPORT FOR ADDITIONAL INFORMATION. 23. BUILDING STOREFRONT "U" VALUE TO BE 0.42 AND "SHGC" VALUE TO\BE 0.30 AND "VT" VALUE TO BE 0.50. REFER TO T-24 REPORT FOR ADDITIONAL INFORMATION. 24. BALCONY DOORS SHALL HAVE A MIN. STC RATING AS REQUIRED PER ACOUSTICAL REPORT (VARIES PER LOCATION) REFER TO SHEET A091 FOR REPORT. 25. SEE ENLARGED PLANS FOR ALL UNIT WINDOWS & BALCONY DOORS FOP STC VALUES. 26. FOR ADDITIONAL DOOR REQUIREMENTS AT ADAPTABLE UNITS SEE DOOR NOTES ON: (`/ AO47) i2\ 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date A Revision 2 - 3rd P.C. Submittal 06/07/2019 A A A A consultant: owner: ' t>:EEWED FOR CODE CO IPUA iCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. CC a)o L1J c o Q > a Q L ? U ca (D- U) Eo) CO SN) a 1- } z a O U FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 BUILDING DOOR SCHEDULE / UNIT DOOR SCHEDULE SHEET TITLE ELECTROMAGNETICALLY LOCKED EGRESS DOORS. Doors in the means of egress in buildings with an occupancy in Group A, B, E, M, R-1 or R-2, and doors to tenant spaces in Group B, E, M, R-I or R-2, shall be permitted to be electromagnetically locked if equipped with listed hardware that incorporates a built-in switch and meet the requirements below: 1. The listed hardware that is affixed to the door leaf has an obvious method of operation that is readily operated under all lighting conditions. 2. The listed hardware is capable of being operated with one hand. 3. Operation of the listed hardware directly interrupts the power to the electromagnetic lock and unlocks the door immediately. 4. Loss of power to the listed hardware automatically unlocks the door. 5. Where panic or fire exit hardware is required by Section 1010.1.10, operation of the listed panic or fire exit hardware also releases the electromagnetic lock. Plot Date: 9/9/2019 9:57:15 AM Local File: C:`:Jserslrrnarinelarena DocE_srn=.ants\B6079_Cornpo: ite_2019_RMarinelarS na.rvt Consultant File Background Info: GLAZING NOTES 1. GLAZING WITHIN A 24 INCH ARC OF EITHER SIDE OF A DOOR, ADJACENT TO A WALKING SURFACE (GREATER THAN 9 SQUARE FEET, LESS THAN 18 INCHES FROM THE FLOOR AND GREATER THAN 36 INCHES FROM THE FLOOR), ADJACENT TO THE STAIR LANDING, IN RAILINGS, ADJACENT TO A TUB OR SHOWER, OR A BARRIER FOR A SWIMMING POOL OR SPA MUST BE OF SAFETY GLAZING MATERIAL (SEC. 2406 AND BNL 24-1). SEE C.B.C. SECTION 2406.4 FOR MORE INFORMATION ON SAFETY GLAZING AT HAZARDOUS LOCATIONS. SHEET No A411 4th P.C. SUBMITTAL 09/09/2019 BUILDING DOOR SCHEDULE *BUILDING DOOR SCHEDULE - REFER TO A091 THRU A092 FOR ACOUSTICAL REPORT STC REQUIREMENT SYMBOL ROOM NAME TYPE WIDTH HEIGHT THICK CONSTRUCTION FACE FINISH FRAME DETAILS FIRE SILL RATING DETAIL JAMB DETAIL HEAD DETAIL DOOR NOTES P117 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (5/A820 15/A825) 15/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P118 BOILER RM. #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 60 MIN. (5/A820 (5/A82) (5/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P119 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (5/A825) 15/A820 1-5/A820 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P120 CORRIDOR A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR 17/A84 19/A820 (8/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P121 GARAGE N 3' - 0" 7' - 0" 1 1/2" STEEL PAINT STEEL NR (5/A825) (5/A825) 15/A825) SELF CLOSING P201 STAIR #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. C5/A82) (5/A82) [15/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE P202A STORAGE E 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL (5/A825) 15/A820 05/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P202B STORAGE E 6' - 0" 6' - 8" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 60 MIN. (5/A825) 15/A84 (15/A82) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P203 ELECT./MPOE RM A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (5/A825) 15/A825) (15/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P204B ELEV. #1 LOBBY J 6' - 0" 7' - 0" 1 3/4" ALUM. FRENCH PAINT 1 METAL NR 5/A8X2a 15/A825 15/A82 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS (4/42s 15/A825 151A825 P206 MECH. RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 60 MIN. (V 15IA825 15/425 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P207 STAIR #3 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. C5/A825 15/A825 15/A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE P209 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (VW 15/As25 15/A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P210 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR 13/As25 2/As2s (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P211 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (3/A825) (2/426 C/As26 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS R01 STAIR #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 13/A820 (/A826) C'As26 R02 STAIR #2 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE R03 STAIR #3 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE U6 ROLL UP P 19' - 0" 12' - 0" ROLL UP METAL NR GARAGE RAMP SYMBOL ROOM NAME TYPE WIDTH HEIGH *BUILDING DOOR SCHEDULE - REFER TO A091 THRU A092 FOR ACOUSTICAL REPORT STC REQUIREMENT T THICK CONSTRUCTION FACE FINISH FRAME FIRE RATING DETAILS SILL DETAIL JAMB DETAIL HEAD DETAIL DOOR NOTES 101 LEASING G 6' - 0" 8' - 0" 1 3/4" WOOD FRENCH PAINT TIMELY NR (7/A825) (4/A826) (3/A826) WEATHER SEALS, TEMPERED GLAZING 102 LOBBY K 4' - 10" 8' - 0" 1 3/4" WOOD FRENCH PAINT TIMELY NR (7/A826) (4/A826) (3/A82) WEATHER SEALS, TEMPERED GLAZING. 36" DOOR, 20" SIDELIGHT 103 OFFICE F 3' - 0" 7' - 0" 1 3/4" WOOD FRENCH PAINT ALUM. NR (5/A825) 1 /F426 Ti(1As2s SELF -CLOSING, SELF -LATCHING 104A OFFICE F 3' - 0" 7' - 0" 1 3/4" WOOD FRENCH PAINT ALUM. NR CiA825 (1/A826) (1/A826) SELF -CLOSING, SELF -LATCHING 104B STORAGE A 3' - 0" 7' - 0" 1 3/4" WOOD FLUSH PAINT METAL NR (5/A825) 01/A826) 11/A826) SELF CLOSING 105 LEASING SUITE A M 16' - 10" 8' - 0" 3 1/4" ALUM. SLIDING PAINT ALUM. NR SLIDING FOLDING DOOR FOLDING (2/A826) (6/A82s) 106A COMMUNITY RM J 4' - 10" 8' - 0" 1 3/4" ALUM. FRENCH PAINT ALUM. NR (VAs25 (1/A826) 11/A820 SELF -CLOSING, SELF -LATCHING, PANIC HARDWARE 106B COMMUNITY RM H 6' - 0" 8' - 0" 1 3/4" WOOD FRENCH PAINT TIMELY NR CY/A825 (4/A826) (3/A826) WEATHER SEALS, TEMPERED GLAZING, PANIC HARDWARE 107 RESTROOM A 3' - 0" 7' - 0" 1 3/4" WOOD FLUSH PAINT ALUM. NR (5/A825) tvAs2s Ti)1As2 SELF CLOSING 108 GYM. J 6' - 0" 7' - 0" 1 3/4" WOOD FRENCH PAINT ALUM. NR (5/A825) 11/A826) 01/A826) SELF -CLOSING, SELF -LATCHING 109 OFFICE K 5' - 4" 7' - 0" 1 3/4" WOOD FRENCH PAINT ALUM. NR (5/A825) 11/A82G) (1/A826) SELF -CLOSING, SELF -LATCHING 110 CONFERENCE RM. K 5' - 4" 7' - 0" 1 3/4" WOOD FRENCH PAINT ALUM. NR SELF-CLOSINGSELF-LATCHING (5/A821/6 5 1A82 1WA*, 111 CORRIDOR L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 5/A825 9/A826 (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 112 TRASH RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (7/A825) (2/A826) (1/A82) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 113A STAIR #1 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (5/A825) (2/A826) (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 113B STAIR #1 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (7/A825) (//42s (1-/W SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 114 IDF #1 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL (5/A82) (9/A826) (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 115 FIRE WALL E 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 180 - A81s (7/A818) MAGNETIC HELD OPEN W/ PANIC HARDWARE, SELF CLOSING / SELF MIN. 41A816) LATCHING, SMOKE SEALS 116A STAIR #2 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (5/A825) (2/A826) (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 116B STAIR #2 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (7/A825) (4/As2s (Ti)As2 SELF-CLOSING, SELF -LATCHING, SMOKE SEALS 117 IDF #2 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FRENCH PAINT METAL (5/A825) C9/As26 (4/A82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 118 STORAGE L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 51A825 (§/A82s C'A82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 119 STORAGE L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. (5/A825) (VA826) CiiA82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 120 PET GROOM L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. ` (-6i425 (9/A826) (9/A826 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 121 PET GROOM L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. (,5/4.25 16/A825 161A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS HOLLOW METAL FLUSH PAINT METAL NR (1/A825 141A825 141425 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 122 PET GROOM L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL (-57/ 14/A825 14/A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 123 IDF #3 E 5' - 0" 7' - 0" 1 3/4" 124A STAIR #3 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (5/A825) 9/A826 CVA826 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 124B STAIR #3 A 3' - 0" 9' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (I/A825 (2/A826) (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 125 MAIL ROOM L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (5/A825) (9/A826) (9/A826) SELF CLOSING 126 LOBBY H 6' - 0" 9' - 6" 1 3/4" WOOD FRENCH PAINT TIMELY NR (6/A825) (6/A826) (5/A826) WEATHER SEALS, TEMPERED GLAZING. DOOR SIGN REQUIRED, SIGN TO READ "THIS IS NOT AN EXIT" 201 STAIR #1 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (0/A825) C21426 (-1-/A82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 202 IDF #1 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 12/A825) C9/A826) (9/A82) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 203 FIRE WALL E 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 180 - 31A818 (7/A818) MAGNETIC HELD OPEN W/ PANIC HARDWARE, SELF CLOSING / SELF MIN. (4/A818) LATCHING, SMOKE SEALS 204 TRASH RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (0/A82) (2/A826 (VW SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 205 STAIR #2 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (o/A825) (-2/A82)6 C/As2s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 206 IDF #2 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL (12/A825) (9/A826) (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 207 STAIR #3 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. 12/A825) (9/A82s) (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 208 IDF #3 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 12/A825) (9-iA62s (/A82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 209 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. (12/A825) (4042)6 (VW SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 210 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 12/A825 (9/A826) (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS HOLLOW METAL 212 ELEV. #2 SMOKE L 3' - 6" 7' - 0" 1 3/4" FLUSH PAINT METAL 20 MIN. (7/A842) (9/A842) (7/A842) SMOKE GUARD APPROVED AND DRAFT SEAL W/MAGNETIC HOLD OPEN TIED TO FIRE ALARM FOR AUTOMATIC CLOSING. ICC APPROVED.UL 1784 213 ELEV. #1 SMOKE L 3' - 6" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. E7/A84 (I/A842 (7/A842 SMOKE GUARD APPROVED AND DRAFT SEAL W/MAGNETIC HOLD OPEN TIED TO FIRE ALARM FOR AUTOMATIC CLOSING. ICC APPROVED.UL 1784 301 STAIR #1 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (o/A82s) (2/A826) (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 302 IDF #1 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL C2/A825) (4/42)6 C'A826 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS HOLLOW METAL FLUSH PAINT METAL 180 - 3lA818 (71A818 MAGNETIC HELD OPEN W/ PANIC HARDWARE, SELF CLOSING / SELF 303 FIRE WALL E 6' - 0" 7' - 0" 1 3/4" MIN. 4/A818 LATCHING, SMOKE SEALS 304 TRASH RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. 40/A82) (2/A820 (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 305 STAIR #2 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. 10/A825) (9/A826) CbTAf2t SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 306 IDF #2 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 12/A825) (9/A826) (9/A82s) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 307 STAIR #3 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. 12/A825 (9/A826) (9/A828) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 308 IDF #3 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 12/A825) C/As26 (4/420 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 309 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 12/A825) 9/A826 C4iA826 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS HOLLOW METAL FLUSH PAINT METAL 20 MIN. (2/A825) E9/A826 (91A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 310 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. CA842 (9/A842 C/A842 SMOKE GUARD APPROVED AND DRAFT SEAL W/MAGNETIC HOLD 312 ELEV. #2 SMOKE L 3' - 6" 7' - 0" 1 3/4" OPEN TIED TO FIRE ALARM FOR AUTOMATIC CLOSING. ICC APPROVED.UL 1784 313 ELEV. #1 SMOKE L 3' - 6" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. ` (7/A84 91A842 C/As42 SMOKE GUARD APPROVED AND DRAFT SEAL W/MAGNETIC HOLD OPEN TIED TO FIRE ALARM FOR AUTOMATIC CLOSING. ICC APPROVED.UL 1784 401A STAIR #1 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. 12/A84 (-97A826 Ei1426 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 401 B STAIR #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR f3/A825 (2/A826 (11A826 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 403 FIRE WALL E 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 180 - 3IA818 CIX i MAGNETIC HELD OPEN W/ PANIC HARDWARE, SELF CLOSING / SELF MIN. 4/A8111) LATCHING, SMOKE SEALS 404 TRASH RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (0/A82s) �2/A82s (T/A82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 405 STAIR #2 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. t/A825 (2/A826) (1/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 406 IDF #2 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 12/A825 (9/A826) (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 407 STAIR #3 L 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. 12/425 (l/A82s (§IA82s SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE 408 IDF #3 E 5' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL (12/A825) (9/A826) (9/A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 409 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 12/A825 (9/A828) (91A826) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 410 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 12/A825) (4/ 826 9/A826 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 411 IDF #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. 12/As25 C9/A82 (91A82) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS 412 ELEV. #2 SMOKE L 3' - 6" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. (7/A842) (4/A-42) CA842 SMOKE GUARD APPROVED AND DRAFT SEAL W/MAGNETIC HOLD OPEN TIED TO FIRE ALARM FOR AUTOMATIC CLOSING. ICC APPROVED.UL 1784 413 ELEV. #1 SMOKE L 3' - 6" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 20 MIN. (71A842) C9/A842) (7/A842) S SMOKE GUARD APPROVED AND DRAFT SEAL W/MAGNETIC HOLD OPEN TIED TO FIRE ALARM FOR AUTOMATIC CLOSING. ICC APPROVED.UL 1784 P101 STAIR #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (5/A825) (15/A825) (5/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE P102A BIKE STORAGE E 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR C/A825 15/A825 15/A825 SELF CLOSING P102B BIKE STORAGE E 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR SELF CLOSING (5/A825) 1-5/A825) 15/A826) P103 GARAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR 5/Asz0 05/A825) 05/A825) SELF CLOSING P104 ELEC. RM. #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. C5/A820 (151A825) 05/A84 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE P105 BOILER RM. #2 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 60 MIN. (0/A8o2) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS METAL FACTOR Y FINISH STEEL NR C/A826) 15/A825 151A825 SLIDING GATE WITH MOTOR P106 SLIDING GATE 0 21' - 0" 8' - 0" STEEL PAINT STEEL NR C1A825 15/A825 15/A825 SELF CLOSING P107 GARAGE N 3' - 0" 7' - 0" 1 1/2" P108 STORAGE A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (5/A825) (5/A825) 15/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P109a ELEV. #1 LOBBY J 6' - 0" 7' - 0" 1 3/4" ALUM. FRENCH PAINT METAL NR 5/A825 ( ) (5/A825) 15/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P1 09b ELEV. #1 LOBBY A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR SELF CLOSING (5/A825) 15/A825) 15/A826) P110 ELEV. RM. #1 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL NR (5/A825) 15/A825) 05/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS HOLLOW METAL FLUSH PAINT METAL 90 MIN. (-6/As25 15/A825) 15/A825) S SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P111 TRASH RM. E 6' - 0" 7' - 0" 1 3/4" P112 MECH. RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 60 MIN. 5/A825 15/A825 15/A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P113 STAIR #3 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (VAs25 15/A825 15/A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE HOLLOW METAL FLUSH PAINT METAL 60 MIN. c67A825 15/A825 15/A825 SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P114 ELEV. RM. #2 A 3' - 0" 7' - 0" 1 3/4" P115 ELEC. RM. #2 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 60 MIN. (5/A825) 15/A825) 05/A825) SELF -CLOSING, SELF -LATCHING, SMOKE SEALS P116 GENERATOR RM. A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL FLUSH PAINT METAL 90 MIN. (51A825) 05/A825) 15/A825) S SELF -CLOSING, SELF -LATCHING, SMOKE SEALS, PANIC HARDWARE (44 (5/A825 *4 -ja) job no. B6079 O drawn 0 Q submittal U 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 n 3rd Plan Check Submittal 06/07/2019 0 S 4th Plan Check Submittal 09/09/2019 0 C U revision date o Revision 2 - 3rd P.C. Submittal 06/07/2019 A o L 0 o 0 a) consultant: N 0 U C C CU _U U a) o owner: nL` W a a) L !.L a) L X a) 0 a n0 W ZONED FOR CODE COrr7PLIA ICE DEC 19 2019 BUREAU VERITAS NORTH AMERICA,INC. 0 a a) 0 U 0 C CU a architects, 0 0 U) E a) (1) 4- 0 0 a 0 a a) co _: U X a) D 0 C (t) Q BUILDING DOOR SCHEDULE / co o SHEET TITLE >- zo < C) Et. Fr)) Oo vi O Ho W � J cc 2 O S W cc cz O °- LL. WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 UNIT DOOR SCHEDULE U C SHEET No u) -o U A412 Plot Date: 9/9/2019 9:57:23 AM Local File: i(Jserslrrnar inelarerta\DocumentstB6O79_C..ornpoaite_2019_R: arir,Giara rna.rvt Consultant File Background Info: U 4th P.C. SUBMITTAL 09/09/2019 � job no. B6079 *STOREFRONT SCHEDULE - REFER TO A091 THRU A092 FOR ACOUSTICAL REPORT STC REQUIREMENT - FRAME - JAMB HEAD SYMBOL ROOM NAME MATERIAL FINISH/COLOR SILL DETAIL DETAIL DETAIL COMMENTS ST-1 CORRIDOR ALUM. 8/A824 3/A824 7/A824 WEATHER SEALS„ SELF CLOSING, SEE DOOR AND WINDOW NOTES ST-2 CORRIDOR ALUM. 8/A824 3/A824 7/A824 WEATHER SEALS„ SELF CLOSING, SEE DOOR AND WINDOW NOTES WEATHER SEALS„ SELF CLOSING, SEE DOOR AND WINDOW NOTES WEATHER SEALS„ SELF CLOSING, SEE DOOR AND WINDOW NOTES WEATHER SEALS„ SELF CLOSING, SEE DOOR AND WINDOW NOTES ST-3 ST-4 ST-5 CORRIDOR CORRIDOR CORRIDOR ALUM. ALUM. 8/A824 2/A824 & 6/A824 3/A824 7/A824 3/A824 7/A824 ALUM. BRONZE ANODIZED 2/A824 & 6/A824 3/A824 7/A824 ST-6 CORRIDOR ALUM. 8/A824 3/A824 7/A824 WEATHER SEALS„ SELF CLOSING, SEE DOOR AND WINDOW NOTES WEATHER SEALS,SEE WINDOW NOTES ST-38 GROCERY STORE ALUM. STOREFRONT TYPES 5'-3" T-1" T-0" 2' DOOR F.F. 5'-5" -0" T-3" T DOOR F.F. C a a1_7 11e^ NOTE" "T" INDICATES TEMPERED GLAZING. ALL GLAZING IN DOORS SHALL BE TEMPERED. rwz„�u 5 oc 4'-9114" 3'-0" V-7114' DOOR DOOR AND WINDOW NOTES 1. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT OF DOORS SHALL NOT BE LESS THAN 80 INCHES. (C.B.0 1010.1.1.) 2. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS. 3. EGRESS DOORS SHALL BE READILY OPEN FROM THE EGRESS SIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SEE (C.B.C. 1010.1.9) FOR EXCEPTIONS. 4. ALL SWING DOOR HANDLES SHALL BE LEVER TYPE THROUGHOUT UNLESS OTHERWISE NOTED AND SHALL CURVE AND RETURN TO WITHIN 1/2" OF THE DOOR. 5. EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. APPLIES TO ALSO EXIT GATES. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (C.B.C. 1010.1.9) 6. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1" LETTERING STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." MAIN EXIT ONLY. (C.B.C. 1010.1.9.3 ITEM 2) 7. VIEW PORT IN FIRE CORRIDOR DOORS MAY BE INSTALLED PROVIDED THE HOLE IS NOT LARGER THAN 1 INCH IN DIAMETER THROUGH THE DOOR, HAVE AT LEAST A 1/4-INCH-THICK GLASS DISC AND THE HOLDER IS OF METAL THAT WILL NOT MELT OUT WHEN SUBJECT TO TEMPERATURE OF 1,700^F. (C.B.C. 716.5.3, EXCEPTION 1) 8. ALL EXTERIOR AND INTERIOR GLAZED DOORS TO BE TEMPERED. 9 SEE MECHANICAL FOR INTERIOR NON -RATED DOORS THAT SHALL BE UNDERCUT. SEE MECHANICAL FOR SIZE OF UNDERCUT WHERE OCCURS 10. GLAZING CONTAINED WITHIN A FIRE RATING DOOR MUST MEET FIRE AND IMPACT CODE REQUIREMENTS. 11. EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY REGARDLESS OF THE OCCUPANT LOAD. (C.B.C. 1010.1.2.1.) 12. ANY FENESTRATION WITH 'U" VALUE LOWER THAN THE DEFAULT VALUE MUST HAVE PERMANENT LABEL. OTHER FENESTRATIONS MAY HAVE A FACTORY REMOVABLE LABEL. 13. ONE OPENABLE WINDOW WITH AN OPENABLE AREA OF AT LEAST 5.7 SQUARE FEET, WITH A MIN. CLEAR DIMENSION OF 20" WIDE BY 24" HIGH AND A SILL HEIGHT NOT OVER 44" FROM FINISH FLOOR IS REQUIRED IN ALL SLEEPING ROOMS BELOW THE 4TH STORY. (C.B.C. SEC. 1030.2). SEE DETAIL: 14. THE EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. (C.B.C. SEC. 1030.3) 15. PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305; FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C AND UL 305, THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST 1/2 OF THE DOOR LEAF WIDTH; AND THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 LB (67N). 16. DOORS OPENING INTO EXIT ENCLOSURES SHALL BE PROTECTED PER (C.B.C. SEC. 716.5) 17. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS (PER CBC 2406) SHALL BE IDENTIFIED BY A MANUFACTURERS DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD. 18. ALL WINDOW AND DOOR GLAZING SHALL HAVE A MIN. STC RATING PER SHEETS A261A THRU A261G. REFER TO ACOUSTIC REPORT FOR ADDITIONAL INFO. 19. RATED DOOR ASSEMBLIES SHALL BE EQUIPPED WITH SMOKE GASKETS AND BE SELF- OR AUTOMATIC -CLOSING AND LATCHING, SECTION 716.5.3.1 AND 716.5.9. 20. PANIC HARDWARE MUST BE PROVIDED ON ALL DOORS AND GATES ALONG THE POTENTIAL EGRESS PATHS FROM A GROUP A OCCUPANCY OR ASSEMBLY AREA NOT CLASSIFIED AS AN A OCCUPANCY. (C.B.C. SEC. 1010.1.10). PANIC HARDWARE MAY BE OMITTED 1 FROM A SINGLE DOOR SET OF DOUBLE DOORS SERVING AS THE MAIN ENTRY IF A SIGN READING "THESE DOORS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IS PLACED IN A CONSPICUOUS LOCATION NEAR THE DOOR. (C.B.C. SEC. 1010.1.9.3) 21. UNIT WINDOWS "U" VALUE TO BE 0.36 AND "SHGC" VALUE TO BE 0.25 AND "VT" VALUE TO BE 0.50. REFER TO T-24 REPORT FOR ADDITIONAL INFORMATION. 22. BUILDING COMMON DOORS & RESIDENTIAL GLASS DOORS "U" VALUE TO BE 0.36 AND "SHGC" VALUE TO BE 0.25 AND "VT" VALUE TO BE 0.50. REFER TO T-24 REPORT FOR ADDITIONAL INFORMATION. 23. BUILDING STOREFRONT "U" VALUE TO BE 0.42 AND "SHGC" VALUE TO BE 0.30 AND "VT" VALUE TO BE 0.50. REFER TO T-24 REPORT FOR ADDITIONAL INFORMATION. 24. BALCONY DOORS SHALL HAVE A MIN. STC RATING AS REQUIRED PER ACOUSTICAL REPORT (VARIES PER LOCATION) REFER TO SHEET A091 FOR REPORT, 25. SEE ENLARGED PLANS FOR ALL UNIT WINDOWS & BALCONY DOORS FOR STC VALUES. 26. FOR ADDITIONAL DOOR REQUIREMENTS AT ADAPTABLE UNITS SEE DOOR NOTES ON: ------------- /:047 GLAZING NOTES 1. GLAZING WITHIN A 24 INCH ARC OF EITHER SIDE OF A DOOR, ADJACENT TO A WALKING SURFACE (GREATER THAN 9 SQUARE FEET, LESS THAN 18 INCHES FROM THE FLOOR AND GREATER THAN 36 INCHES FROM THE FLOOR), ADJACENT TO THE STAIR LANDING, IN RAILINGS, ADJACENT TO A TUB OR SHOWER, OR A BARRIER FOR A SWIMMING POOL OR SPA MUST BE OF SAFETY GLAZING MATERIAL (SEC. 2406 AND BNL 24-1). SEE C.B.C. SECTION 2406.4 FOR MORE INFORMATION ON SAFETY GLAZING AT HAZARDOUS LOCATIONS. SYMBOL A C1 C2 C3 C4 D1 E1 E2 F G1 G2 H I J L M -- *WINDOW SCHEDULE - REFER TO A091 THRU A092 FOR ACOUSTICAL REPORT STC REQUIREMENT FRAME DETAILS CBC FINISH / GLAZING EGRESS (PE CONSTRUCTION WIDTH HEIGHT MATERIAL COLOR OPACITY SILL JAMB HEAD WINDOW NOTES - 1/A822, 13/A822 2/A822, 14/A822 3/A822, 15A822 YES 1/A822, 13/A822 2/A822, 14/A822 3/A822, 15/A822 YES 1/A822, 13/A822 2/A822, 14/A822 3/A822, 15A822 FIXED WINDOW AT STAIRS AND TRASH ROOM. A SLIDER 3' - 0" 3' - 0" VINYL CLEAR C SINGLE HUNG SINGLE HUNG 3' - 0" 5' - 0" VINYL VINYL CLEAR C 2'- 6" 5' - 0" CLEAR 2'- 0" 3' - 0" TEMPERED GLASS. NO 1/A822, 13/A822 2/A822, 14/A822 3/A822, 15A822 C SINGLE HUNG VINYL CLEAR C SINGLE HUNG 2'- 6" 4' - 6" VINYL CLEAR YES 1/A822, 13/A822, 2/A822, 14/A822 3/A822, 15A822 FIXED WINDOW AT STAIRS. TEMPERED GLASS 8/A822 D SINGLE HUNG 3'- 0" 7' - 0" VINYL CLEAR YES 1/A822, 13/A822, 2/A822, 14/A822, 3/A822,15A822, OVER FIXED 9/A822 10/A822 11/A822 %2 E SINGLE HUNG - 9'- 0" 5' - 0" VINYL CLEAR 1/A822, 13/A822, 2/A822, 14/A822, 3/A822, 15A822 18" FRAMING BETWEEN WINDOWS; PAIR 3950 SINGLE HUNG NO 9/A822 10/A822, WINDOWS 12/A822 E SINGLE HUNG - 6'- 6" 5' - 0" VINYL CLEAR 1/A822, 13/A822, 2/A822, 14/A822, 3/A822, 15A822 6" FRAMING BETWEEN WINDOWS; PAIR 3050 SINGLE HUNG YES 9/A822 10/A822, WINDOWS 12/A822 15/A822 F SINGLE HUNG 7'- 6" 5' - 0" VINYL CLEAR NO 9/A822, 13/A822 14/A822, 4.5" FRAMING BETWEEN WINDOWS, THREE (3) 9'- 0" 7' - 0" VINYL CLEAR 12/A822 2350 WINDOWS G SINGLE HUNG 1/A822, 13/A822 2/A822, 14/A822, 3/A822, 15A822 18" FRAMING BETWEEN WINDOWS; PAIR 3950 OVER FIXED NO 12/A822 SINGLE HUNG MULLED TO 3920 PICTURE SINGLE HUNG CLEAR YES WINDOW 6" BETWEEN WINDOWS; PAIR 3050 SINGLE G 6'- 6" 7' - 0" VINYL 1/A822, 13/A822 2/A822, 14/A822, 3/A822, 15A822 OVER FIXED VINYL 12/A822 14/A822, 15/A822 HUNG MULLED TO 3020 PICTURE WINDOW H SINGLE HUNG 7'- 6" 7' - 0" CLEAR NO 13/A822 4.5" FRAMING BETWEEN WINDOWS, THREE (3) OVER FIXED 3' - 0" 6' - 0" 5/A822 5/A822 12/A822 7/A822 7/A822 2370 WINDOWS WESTERN INTERGRATED WINDOW WESTERN INTERGRATED WINDOW WESTERN INTERGRATED WINDOW FIXED VINYL VINYL - ALUMINUM ALUMINUM CLEAR CLEAR - 6/A822 6/A822 J FIXED 4' - 0" -- 6' - 0" K FIXED FIXED FIXED 10' - 0" 4' - 0" — ' - 7 0" 4' - 0" ---- CLEAR - --- 9/A824 --- -- 10/A824 12/A824 - --- --_ --- 11/A824 12/A824 L CLEAR - 9/A824 M 10' - 0" 4' - 0" ALUMINUM CLEAR - 9/A824 12/A824 12/A824 WINDOW TYPES 1►PIU�1:1 WIDTH I I NOTE: "T" INDICATES TEMPERED GLAZING. ALL GLAZING IN DOORS SHALL BE TEMPERED. WDW. HD. — Q M � _ W_ _ � � n w _ MULLED A C D WDW. HD. EQ EQ EQ LEI, L-1 LE WOOD FRAMING PER STRUCTURE F WDW. HD. W H _ W WIDTH PER SCHEDULE EQ 6" EQ OR 18" MULLED I WOOD FRAMING PER STRUCTURE G WIDTH PER SCHEDULE EQ EQ EQ 0 T - MULLED A— �Lj� I WOOD FRAMING PER STRUCTURE H 4 N I WIDTH PER SCHEDULE EQ 6" EQ OR 18" - U.O.N. H _ CD W _ ILI � WOOD FRAMING PER STRUCTURE WIDTH PER SCHEDULE W- K L M NOTE: SEE WINDOW SCHEDULE FOR WINDOW DETAIL REFERENCES PRIOR TO PLACING ORDERS, CONTRACTOR TO VERIFY THAT ALL LOCKS, LATCHES, CONTROLS, OR OTHER OPERABLE PARTS OF WINDOWS WILL BE WITHIN THE ACCESSIBLE REACH RANGE OF 15" MIN AND 48" MAX ABOVE FINISHED FLOOR E WIDTH PER SCHEDULE EQ EQ 4 4 N U.O.N. (D drawn 0 Q submittal c 1st Plan Check Submittal 02/05/2019 0 o 2nd Plan Check Submittal -- 04/12/2019 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 U 0 (11 revision date U U o Revision 2 - 3rd P.C. Submittal 06/07/2019 a 0 W c� a- a� - (D 0 a� a� L (D consultant: N 0 c� U O U owner: 0 7 0 co U) E nL\ ^W 1.L n� T 0 LL U N L Q x (D 0 c� Q Q o U Q o rV'Z''ED FOR CODE CO111FURCE DEC 19 2019 C3� -(D Q (D BUREAU VERITAS NORTHAMfRICA, I„r, 0 .. D_ 0 to 0 O L UJ a) o � > � W J 0J Q ca a� o > U Cn (n E E LLI °00 m EC) 0T N �00 _ L� o 0o LL 0 0 L 0- (1) > : . X 0 L 0 L WITHEE MALCOLM M ARCHITECTS, LLP ARCh'i W/Ty �F 2251 West 190th Street _0 P �� �'� Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 Q N�-Q� FN. 2_2 F� CAL�FO N WINDOW SCHEDULE / STOREFRONT SCHEDULE Q -o SHEET TITLE A4210 SHEET No c� N Plot Date: 9/912019 9:57:40 N1 Local File: Jti-->r: ;rrr3 rirt�lar. r 3i,ii:>z t,Ti art? B6 :! _t:t�fTl{JJ:ait _2019_R'tilarir:elarert_3.rat Consultant File Background Info: LOCATION BEDROOMS & BEDROOM CLOSETS LIVING/DINING & COAT CLOSET KITCHEN BATH LOCATION LOCATION STAIRWAYS CORRIDORS ELEVATOR LOBBY TRASH CHUTE ROOMS TRASH BIN ROOM NOTES WALLS GYP. BD. LEVEL 3 FINISH, MEDIUM KNOCK DOWN TEXTURE, PVA SEALER, SATIN SHEEN PAINT GYP. BD. LEVEL 3 FINISH, MEDIUM KNOCK DOWN TEXTURE, PVA SEALER, SATIN SHEEN PAINT GYP. BD. LEVEL 3 FINISH, MEDIUM KNOCK DOWN TEXTURE, PVA SEALER, SEMI -GLOSS PAINT GYP. BD. LEVEL 3 FINISH, MEDIUM KNOCK DOWN TEXTURE, PVA SEALER, SEMI -GLOSS PAINT WALLS • WALLS GYP. BD. LEVEL 4 FINISH, LIGHT ORANGE PEEL TEXTURE, PVA SEALER, EGGSHELL FINISH GYP. BD. LEVEL 4 FINISH, LIGHT ORANGE PEEL TEXTURE, PVA SEALER, EGGSHELL FINISH GYP. BD. LEVEL 4 FINISH, LIGHT ORANGE PEEL TEXTURE, PVA SEALER, EGGSHELL FINISH GYP. BD. LEVEL 4 FINISH, LIGHT ORANGE PEEL TEXTURE, PVA SEALER, EGGSHELL FINISH, SEMI -GLOSS PAINT EXPOSED CMU Interior finish schedule ELLI CEILING SAME AS WALLS EXCEPT, FLAT SHEEN PAINT SAME AS WALLS EXCEPT, FLAT SHEEN PAINT SAME AS WALLS SAME AS WALLS ROOM FNIS CEILING CEILING SAME AS WALLS SAME AS WALLS SAME AS WALLS SAME AS WALLS EXPOSED CONC. BASE FLOORING NOTES MDF PRIME AND PAINT TO MATCH WALL MDF PRIME AND PAINT TO MATCH WALL MDF PRIME AND PAINT TO MATCH WALL Carpet by Shaw Property Solutions, or approved equal in bedrooms color TBD. Hallmark Luxury Vinyl, Castle & Cottage line (Color and product TBD) MDF PRIME AND PAINT TO MATCH WALL. 1/2" RADIUS SHOE AT CABNET BASE BASE ILD NG AREA FINIS BASE Hallmark Luxury Vinyl, Castle & Cottage line (Color and product TBD) Hallmark Luxury Vinyl, Castle & Cottage line (Color and product TBD) ACOUSTIMAT UNDER ALL VINLY PLANK LOCATIONS FOR UPPER FLOOR 4" HIGH RUBBER AT WOOD STAIRS LEVEL 1 THRU ROOF, COLOR TO MATCH WALLS MDF AS SELECTED BY OWNER, PRIME, SEMI -GLOSS PAINT FLOORING NOTES PRECAST AT GARAGE LEVELS P1 THRU P2. NON -SLIP RUBBER AT WOOD STAIRS LEVEL 1 THRU ROOF (SPEC BY OWNER / INTERIOR DESIGNER) PLYDECK AT END CONDITIONS LEVELS 2 THRU 4. CARPET TILE AT INTERIOR CONDITIONS LEVELS 1 THRU 4 (SPEC BY OWNER / INTERIOR DESIGNER) MDF AS SELECTED BY OWNER, PRIME, SEMI -GLOSS PAINT 4" HIGH VINYL TOPSET, COLOR TO MATCH WALLS CONCRETE CURB/ WHEEL GUARD 1. VERIFY ALL ITEMS/ FINISHES WITH OWNER PRIOR TO PROVIDING BID OR PLACING ORDERS TILE (SPEC BY OWNER / INTERIOR DESIGNER) TILE ( SPEC BY OWNER / INTERIOR DESIGNER) SEALED BROOM SWEPT CONCRETE 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH MIN. FLAME SPREAD/SMOKE INDEX PER 2016 CBC 803.9 (PER ASTM E 84 FLAME SPREAD/ SMOKE INDEX OF GYP BOARD, STUCCO, CMU, AND BATHROOM WALL TILE ARE ALL CLASS A) 3. ANY WALL/CEILING FINISHES SELECTED BY CONTRACTOR, OWNER, OR INTERIOR DESIGNER THAT DIFFER FROM FINISH BUILDING MATERIALS SHOWN ABOVE, MUST COMPLY WITH THE MIN. FLAME SPREAD/SMOKE INDEX AS REQ'D PER 2016 CBC TABLE 803.9 AND MUST BE SUBMITTED, BY THE CONTRACTOR, TO THE BUILDING AUTHORITY FOR APPROVAL. 4. ALL FLOORING MATERIALS MUST COMPLY WITH 2016 CBC SECTION 804 (RADIANT FLUX). ANY FINISHES SELECTED BY CONTRACTOR, OWNER, OR INTERIOR DESIGNER THAT DIFFER FROM THOSE SHOWN ABOVE, MUST BE SUBMITED TO BLDG. DEPT. AND FIRE DEPT. FOR APPROVAL interior finish notes NOTE WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN 2016 CBC TABLE 803.9 1\ 1 WALL FINISH SUBSTRATES. PROVIDE GYPSUM BOARD PRODUCTS AS DEFINED HEREWITH AT THE CORRESPONDING DESCRIPTION INDICATED ON THE FINISH SCHEDULE. REFERENCE BUILDING PLANS, SECTIONS, DETAILS AND CODE ANALYSIS SHEETS FOR LOCATIONS WHERE FIRE RATED TYPE "X" OR FIRECODE 'C' PRODUCTS ARE REQUIRED. THE THICKNESS OF THE GYPSUM BOARD INDICATED HEREON MAY ONLY BE AVAILABLE IN FIRE RATED 'X' OR 'C' PRODUCTS. THESE CLASSIFICATIONS ARE NOT NOTED IN THE SCHEDULE SO AS TO NOT INFER FIRE RATED ASSEMBLIES 1 GYP BD 5/8" THICK 2 MOLD RESISTANT/TILE BACKER GYP BD, 5/8" THICK DENS SHIELD (TILE BAKER / FINISH BOARD/ INSTALL BOARD THAT OCCURS WHERE TILE IS SHOWN ON THE INTERIOR ELEVATIONS PER DENS -SHIELD REQUIREMENTS FOR TILE INSTALLATION 3 PROVIDE DENS -SHIELD GYP BD BEHIND ALL SIDES OF TUBS, TUB SURROUND, AND PRE-FAB SHOWER SURROUNDS WHERE PAPERLESS GYP BD IS MANDATED FOR COMPLIANCE WITH GREEN REQUIREMENTS 4. GYPSUM BOARD WALL EDGES OR CORNERS A 90 DEGREE BONDERIZED GALVANIZED CORNER BEAD AT WINDOWS AND CLOSET DOOR OPENINGS B 3/4" RADIUS BONDERIZED GALVANIZED BULLNOSE CORNER AT ALL OTHER INTERIOR CORNER LOCATIONS C 90 DEGREE BONDERIZED GALVANIZED "L" METAL TO OCCUR AT ALL EXPOSED GYP BD EDGES AND WHERE INDICATED IN DETAILS D. ALL CORNER BEAD "L" METAL REGLETS ETC. TO BE NAIL OR SCREW ATTACHED. CRIMP -ON ATTACHMENT, UNLESS OTHERWISE NOTED, IS NOT ACCEPTABLE 5 WALL BASE. A TSP TOP SET BASE 4" TALL VINYL TOP SET BASE COLOR SELECTED BY OWNER INSTALL 0/ MASTIC B WOOD BASE. MDF - STYLE PER OWNER. PRIME & PAINT, INSTALL W FINISH NAILS, COUNTER SET HEADS, PUTTY, SAND SMOOTH, & PRIME ATTACHMENT LOCATIONS TELEGRAPHING OF ATTACHMENT LOCATIONS AFTER FINISH PAINTING IS NOT ACCEPTABLE C 1/2" RADIUS SHOE AT CABINET BASE COLOR AND FINISH TO MATCH CABINETS. TO OCCUR AT FACE AND SIDES AND INTO ANY LOCATIONS WHERE REMOVABLE BASE CABINETS OCCUR 2 TILE PROVIDE COVED TILE BSE AT BOTTOMS WHERE TILE IS INDICATED TO BE REQUIRED PER CBC 1210. THIN -SET TILE 0/WATER PROOF MEMBRANE SUBSTRATE / ID INSTALL PER TCNA ASSEMBLY B413 INSTALL COVER FLUSH PER TCNA HANDBOOK EXAMPLE CEILINGS GYP BD 5/8" THICH (TYPE "X" AT RATED ASSEMBLIES AND FIRE RATED TYPES OF CONSTRUCTION) 2 FLOORING 1 CARPET AS SELECTED BY OWNER A. AS SELECTED BY OWNER, COMMERCIAL GRADE ADHESIVE INSTALLED TO SUBSTRATE (COMMON/ PUBLIC AREAS) B CARPET OVER PAD TACK STRIP INSTALLED CARPET AND PAD TO MEET OR EXCEED REQUIREMENTS INDICATED IN LISTED FLOOR ASSEMBLY TO ACHIEVE STC OR ICC ACOUSTIC RATING INDICATED 2. TILE: AS SELECTED BY OWNER A NOTE. PLANS DEVELOPED TO ACCEPT 3/8" THICK FLOOR TILE OR LESS. ADHESIVE INSTALL PER TCNA INSTALLATION F116 OR F185 B REFER TO DETAILS 1-6/A882 FOR FLOORING TRANSITION. 1 l _\ INTERIOR FINISHES. 1. WALL TILES TO BE SELECTED BY OWNER A WALL TILES TO BE THIN -SET INSTALLED 0/ TILE BACKER BD. (DEN SHIELD) PER TCNA INSTALLATION ASSEMBLY B413 B REFER TO INTERIOR ELEVATIONS FOR MINIMUM LOCATION WHERE WALL SURFACES AT PUBLIC SPACES ARE REQUIRED TO BE SMOOTH, HARD, NON -ABSORBENT AND WASHABLE SURFACE PER CBC SECTION 1210 PROVIDE TILE AT THESE LOCATIONS VERIFY WITH OWNER EXTENT OF TILE BEYOND THESE MINIMUM LOCATIONS. 2 WHERE FRP PANELS ARE INDICATED TO OCCUR INSTALL PER MFG REQUIREMENTS FOR ADHERED INSTALLATION USING FRP ADHESIVE AND 100% ATTACHMENT SIDE PANEL COVERAGE INSTALL FRP MANUFACTURES VINYL TRIMS AND JOINTING PIECES WITH CONST SILICONE SEALANT FOR WATER TIGHT INSTALLATION 3 GYP BOARD FINISHES: A. REFER TO GYPSUM CONSTRUCTION HANDBOOK PUBLISHED BY THE UNITED STATES GYPSUM CO. FOR DESCRIPTION OF EACH LEVEL OF FINISH 4 SEALER A ALL GYP BD WALLS & CEILINGS NOT RECEIVING TILE AFTER TAPE & TEXTURE TO RECEIVE PVA SEALER, UNLESS OTHERWISE NOTED, APPLIED PER MANUFACTURERS RECOMMENDATIONS FOR SEAL OF GYP BD TO MAXIMIZE PAINT COVERAGE 5 PAINT A AT LOCATIONS WHERE PAINT IS INDICATED TO OCCUR PROVIDE MIN 1 HEAVY COAT OR NUMBER OF COATS REQUIRED FOR HOMOGENOUS PAINT COLOR & SHEET FINISH APPEARANCE PAINT PRODUCTS TO MEET OR EXCEED CAL GREEN & GREEN POINT RATING SYSTEM REQUIREMENTS ALL PAINT PRODUCTS TO BE SUBMITTED FOR GREEN POINT RATING SYSTEM REVIEW. interior finish legend -6 job no. a) drawn B6079 0 Q submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 0 6 4th Plan Check Submittal 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal A 04/12/2019 Z\ A n n A consultant: owner: REVIEWED FOR CODE CO IPLIAACE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. CC w F- >- ARA ' vvo-L, i�� 2251 West 190th Street F���� Torrance, Ca 90504 No. C-9049 I t. 310.217.8885 f.310.217.0425 >- z a 0 >- cc w a 0 CC CC w 0 u_ WITHEE MALCOLM ARCHITECTS, LLP 18 Park Avenue, Los Gatos, CA 95030 FINISH SCHEDULE SHEET TITLE Plot Date: 919120 :9 U 5-7 43 AM Local File: _, AUsersyrrr3arinelar='nayDocE_:ri:en sv,B60i 9_.. c mpo' te_2019_-?'M7arnnelarena rvt Consultant File Background Info: SHEET No A431 4th P.C. SUBMITTAL 09/09/2019 KEYNOTES - PUBLIC / COMMON AREA TOILET ROOMS a) job no. B6079 7 [13 11 36" MIN 12" 24" MINI MIN awL D7I 1'-5" 10 FI I H TO L. 5' - 0" CLR. MIN. (WHEN WC IS ADJACENT TO BATHTUB OR SHOWER) 11 11 1 CONTROL AREA -located above grab bar, but no higher than 48" above shower floor, with centerline at 39" to 41" above shower floor SOAP DISH - (optional, verify with owner) where provided must be on control wall 40" max above shower floor and within reach range of seat 6 0 z I- z CO 0 0 I- w U CO CO 0 CO CO z U- 1'-6"MIN. CLR. N \ \ N FRONT O ca'N 8" MIN. KNEE CLEARAN 11". MIN. \ \ 17". MAX 14 LL 0 LZ 0 I- 0 6" MAX. TOE CLEARANCE 8 w (9J m Q(1.) Z CC U-Q< 000_ 11 II 8 I 54" 12". MAX. 42" MIN. 24" 13 1 12 10 M 0 I— z_ CO) J z0 0 L- 36" MIN. 24" 2". MIN MIN. 6" MAX. (,----PER INT. ELEV. co ALIGN MIRROR HEIGHT PER INT. ELEV. 2`-0„ MIN. 15 17" MIN. TO 18" MAX. FROM THE SIDE WALL —PER INT. ELEV. 11 2 MAXIMUM HEIGHT FOR OPERABLE PARTS & BOTTOMS OF MIRRORS THAT ARE LOCATED ABOVE LAVATORIES OR COUNTERTOPS. MAX HEIGHT WHEN NOT ABOVE LAVATORY SIDE COMMON AREA TOILET ROOMS - TYPICAL CONDITIONS SCALE: 1 /4" = 1'-0" 11 5 2 27" MAX. 19" MIN (N CURTAIN ROD HEIGHT 12" MIN. 10 N 12" MAX 11 10 10 CO 4 12 /4" CLR MIN 24" MIN. Co Cc) Cc) UNIT BATHROOMS - TYPICAL CONDITIONS SCALE: 1/4" = 1'-0" SWITCH LIGHT co CONVENIENCE OUTLET WALL SWITCH & OUTLET (UNOBSTRUCTED) MICRO DRAWER SPACE 6 3 REFRIGERATOR PANTRY SPACE CO (--24" MAX. �J1 W I_ 33" ' MIN. 30" CLR. KNEE & TOE SPACE, CENTERED ON SINK, WHEN BASE CABINET IS REMOVED (PER CBC 1134A.8) 0 iS U- 0 0 H- I- 0 CO 0 I- w U- LY CO w H- 0 w -J L I- w US 7 8 11 1 8 1'-0' MIN. FIN 111 r5 c 2'-0" liki o-2, tip 24" MAX. 1._ 5" 10 .H TO LR. 5' CLR. MIN. DEPTH (WHEN WC IS ADJACENT TO BATHTUB OR SHOWER) 0 O O RANGE /MICRO SPACE COMMON AREA / UNIT KITCHEN - TYPICAL CONDITIONS SCALE: 1/4" = 1'-0" NOTE: PROVIDE SOFFITS ABOVE WALL CABINETS. SEE RELFECTED CEILING PLAN BASE AND UPPER CABINETS OUTLET/SWITCH SEE ELEC. FRONT 1-1/2" MIN. FACE FRAME AND FINISHED 7 END PANEL WHEN DISHWASHER IS AT END OF COUNTER 0O K i \ % V 4 3 0, MIN. 30" CLR. KNEE & TOE SPACE, CENTERED ON SINK, WHEN BASE CABINET IS REMOVED (PER CBC 1133A.7) CO CO 3 11 2 4 24" MIN. 12 14" ELONGATED RIM kr SIDE 10 1 60" CLR. MIN. COUNTER TO COUNTER OR FACE OF APPLIANCE (EXCLUDING CONTROLS AND HANDLES) </ 4 33" MIN. 3'-7' CABINET CLR. W/ 30" INSIDE CLR. (REMOVABLE) r 2x4 WD FRAMED WALL WITH FINISHED GYP BD & BASEBOARD TO MATCH TYP. WALL ITEM PRODUCT COMMENTS DTL. OR SHEET REF. 1 WATER CLOSET WC-3 SEE PLUMBING... ADA ACCESSIBLE, VERIFY SPECS. WITH INTERIOR DESIGN DWGS. A045, A046 2 URINAL U-1 SEE PLUMBING... ADA ACCESSIBLE, VERIFY SPECS. WITH INTERIOR DESIGN DWGS. A045, A500 3 LAVATORY AND FAUCET (WALL MOUNTED) NOT USED ADA ACCESSIBLE, VERIFY SPECS. WITH INTERIOR DESIGN DWGS. A045, A046, A500 4 FAUCET L-3 SEE PLUMBING DWGS. ADA ACCESSIBLE, VERIFY SPECS. WITH INTERIOR DESIGN DWGS. A045, A046, A500 COUNTERTOP (TROUGH SINK) L-3 SEE PLUMBING DWGS. ADA ACCESSIBLE CUSTOM TROUGH SINK PER SPEC. A047, A055, A500 5 TOWEL DISPENSERS AND WASTE RECEPTACLE TW-1-18 GAMCO RECESSED TOWEL DISPENSER AND WASTE RECEPTACLE COMBINATION - MOUNTED AT ACCESSIBLE HEIGHT. LOCATION TBD BY OWNER. METAL FINISH TO MATCH LAVATORY TRIM. A046, A500 6 LIQUID SOAP DISPENSER B-822 BOBRICK COUNTER -MOUNTED SOAP DISPENSER. LOCATION TBD BY OWNER . METAL FINISH TO MATCH LAVATORY TRIM - MOUNTED AT ACCESSIBLE LOCATION. A046, A500 7 MIRROR (OVER LAV) 4'-8" W. x 3'-8" H. WALL MOUNTED, STAINLESS STEEL FRAME, PROVIDE SOLID BLOCKING A046, A500 8 TOILET SEAT COVER TSC-8 GAMCO RECESSED COVERALL TOILET SEAT -COVER DISPENSER. MOUNTED AT ADA ACCESSIBLE HEIGHT IN ACCESSESSIBLE STALL COMPARTMENT. A046, A500 TOILET TISSUE DISPENSER TTD-5 GAMCO SURFACE MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER - TOILET PARTITION PER PLAN A045, A046, A500 10 11 GRAB BARS BACK: 150C SERIES x 36" GAMCO CONCEALED 1.5 INCH DIAMTER STRAIGHT GRAB BAR WITH CONCEALED FLANGE, STAINLESS STEEL - CAPABLE OF 250 LBS LOAD MIN. PROVIDE SOLID BLOCKING A045, A055, A500 SIDE: 150C SERIES x 42" TOILET STALL/ URINAL PARTITIONS SEE INTERIOR DESIGN DWGS. CBC COMPLIANT, PROVIDE DARK BRONZE COAT HOOKS ON EACH STALL DOOR, PROVIDE 2x10 BLOCKING IN WALLS AT ATTACHMENT POINTS, PROVIDE SHOP DWGS. A045, A500 12 BABY CHANGING STATION KB110-SSRE KOALA KARE STAINLESS STEEL RECESS MOUNTED HORIZONTAL BABY CHANGING TABLE - LOCATION TBD. VERIFY LOCATION IN MEN'S & WOMEN'S RESTROOM W/ OWNER & DESIGNER PRIOR TO INSTALLATION. 13 14 TOILET TISSUE DISPENSER (RECESSED) TTD-6 GAMCO RECESSED MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER IN ADA ACCESSIBLE STALL A045, A500 SANITARY NAPKIN DISPOSAL ND-1 GAMCO SURFACE MOUNTED SANITARY NAPKIN DISPOSAL A045, A500 15 MIRROR 2'-2" W. x 6'-2" H. WALL MOUNTED, STAINLESS STEEL FRAME, PROVIDE SOLID BLOCKING A046, A500 KEYNOTES - UNIT BATHROOMS / POWDER ROOM ITEM PRODUCT 1 2 WATER CLOSET SEE PLUMBING COMMENTS DETAIL OR SHEET REF. ADA ACCESSIBLE, FLOOR MOUNTED, COLOR: COTTON. PLANS DEVELOPED TO ACCOMMODATE MAX. 30" DEEP ELONGATED WATER CLOSET FROM BACK WALL TO FRONT EDGE OF SEAT TO COMPLY WITH C.B.C. 1134A.7. PROVIDE ROUND BOWL AT MANAGERS UNIT. A047, A500, 12/A055 TOILET SEAT LAVATORY PROFLOW PFTSE2000WH SEE PLUMBING ADA COMPLIANT SINK CENTERLINE MIN. 24" CLR. TO ADJ. WALL. RIM OF SINK 34" ABOVE FINISHED FLOOR. WHERE PROVIDED, BASE CABINETS UNDER SINKS SHALL BE REMOVABLE PER C.B.C. (U.O.N.). UNDERMOUNTED. CENTER BASECABINET DOORS WITH LAVATORY, FAUCET AND VANITY LIGHTS 5/A055 FAUCET SEE PLUMBING ADA ACCESSIBLE, CHROME A047 COUNTERTOP TO MATCH KITCHEN COUNTERS. VERIFY WITH OWNER MAX. DEPTH 24" FROM BACK WALL TO FACE OF COUNTERTOP WITH 6" SPLASH AT BACK AND SIDE WALLS ADJ. GYP. BD. INCLUDE A BANJO EXTENSION OF COUNTERTOP FROM EDGE OF VANITY OVER TOILET TO OPPOSITE WALL. ALL BATHROOMS TO BE CONVERTIBLE TO ADAPTABLE SO LOCATIONS WITH BANJO TOPS NEED TO HAVE BACKING FOR FUTURE GRAB BARS. 1, 9, 13/A055 BASECABINET TO MATCH KITCHEN COUNTERS. VERIFY WITH OWNER "U"-STYLE LOOP 3" DARK BRONZE PULL. 22" MAX FROM BACK WALL TO FACE OF CABINET DOOR. RIM OF SINK SHALL BE 34" ABOVE F.F. BASE CABINET SHALL BE REMOVABLE. 13/A055 BATHTUB SHOWER COMBO 3 SEE PLUMBING MANUFACTURE 36"X60" EXCEPT UNIT B3 TO BE 30X60 W/ SUBWAY TILE WALL SURROUND ON ALLTHREE SIDES UP TO CEILING. INSTALL OF 5/8" TYPE "X" GYP. BD. (PAPERLESS) W/LEVEL 1 FINISH. 12/A055, A500 MIRROR 4 VERIFY SPECS. WITH OWNER FRAMELESS WITH CHROME J-MOLD, 1/4" THK. CLEAR MIRROR, FULL WALL WIDTH A046, A500 MEDICINE CABINET 5 NUTONE RECESSED WITH POLISHED EDGES , FRAMELESS W/ STEEL BOX PRE -BOARD WALLS WITH 5/8" TYPE "x" GYP. BD. 2/A500, 5/A881 6 BATHTUB/SHOWER COMBO ROD SEE PLUMBING CURVED, STAINLESS RINGS 7 8 9 VERIFY SPECS. WITH OWNER STAINLESS CURTAIN TOWEL BAR TOILET PAPER HOLDER BUILT IN SHELVES VERIFY SPECS. WITH OWNER WHITE VERIFY SPECS. WITH OWNER STAINLESS, 24" WIDE U.O.N. 24" WIDE U.O.N. VERIFY SPECS. WITH OWNER STAINLESS , "BOLT-THRU WHEN MOUNTED AT CABINET" VERIFY SPECS. WITH OWNER OPEN SHELVES WITH FACE FRAME (AND BOTTOM DRAWER WHERE SHOWN). CASEWORK MFG TO PROVIDE SHOP DRAWINGS FOR OWNER/ ARCHITECTS REVIEW. 10 GRAB BAR BLOCKING INSTALL IN ALL UNITS GRAB BARS 11 N/A 12/ A055, 17/A055 A045, 17/A055, A047 12 WALL SCONCE REFER TO ELECTRICAL SCONCE SHALL BE CENTERED ON SINK ROLLING SHOWER 13 (ADA COMPLIANT) L VERIFY SPEC WITH OWNER MAFUFACTURE 36"X60" FIBERGLASS PAN W/ SUBWAY TILE WALL SURROUND UP TO CEILING & ADA THRESHOLD. INSTALL 5/8" TYPE "X" GYP. BD. (PAPERLESS) W/ LEVEL 1 FINISH. FRAMELESS GLASS ENCLOSURE A046 KEYNOTES - UNIT KITCHENS ITEM PRODUCT COMMENTS DETAIL OR SHEET REF. UPPER CABINET FULL PLYWOOD BOXES WITH SHAKER STYLE DOORS 12" DEEP W/ TWO ADJUSTABLE SHELVES. (24" DEEP 0/ REFRIGERATOR W/ 1 FIXED SHELF). CABINET SHELVES SUPPORTS TO COMPLY WITH "ARCHITECTURAL WOODWORK STANDARDS" FOR TYPE AND THICKNESS OF WOOD SHELF PROVIDED. SHELVES TO BE FACTORY FINISHED. SOFT -CLOSE HINGES AND GLIDES TO BE STAINED IN COLOR TBD BY OWNER. "U"-STYLE LOOP 3" DARK BRONZE PULL 13/A072 HIDDEN HINGES 2 BASE CABINET SPEC TO MATCH UPPER CABINETS 24" DEEP WITH 4" SQUARE TOE KICK, BASE SHOE TRIM AND 1 FIXED SHELF U.O.N.. SEE UPPER CABINET NOTE FOR SHELF REQUIREMENTS. 36" MAX HEIGHT FROM F.F. TO LIP OF SINK OR TOP OF COUNTERTOP (WHICH EVER IS HIGHER). BASE CABINET SHALL BE REMOVABLE WHERE INDICATED ON ELEVATION. "U"-STYLE LOOP 3" DARK BRONZE PULL 2/A072 3 PANTRY SPEC TO MATCH UPPER CABINETS PROVIDE 5 ADJUSTABLE SHELVES. "U"-STYLE LOOP 3" DARK BRONZE PULL - 4 SINK DOUBLE BOWL, STAINLESS STEEL, ADA COMPLIANT, SEE PLUMBING PROVIDE HOLE FOR DISHWASHER AIR GAP, & REAR MOUNTED "INSINKERATOR", BADGER 5, BLACK, GARBAGE DISPOSAL SINK AND GARBAGE DISPOSAL MUST NOT INFRINGE ON REQUIRED KNEE AND TOE CLEARANCE WHEN BASE CABINET IS REMOVED A047, 2/A055, A500 FAUCET BRUSHED STAINLESS, ADA COMPLIANT, SEE PLUMBING 5 COUNTERTOP QUARTZ MITTER, STRAIGHT EDGE, POLISHED FINISHED, 24" MAX DEPTH FROM FACE OF RECEPTACLE (MOUNTED ON 3/4" THICK, 6" TALL BACK SPLASH) TO EDGE OF COUNTERTOP, BACK SPLASH AS CONTINUOUS BEHIND OVEN, COLOR PATTERN TBD BY OWNER A047, 2/A055, A500 6 REFRIGERATOR GENERAL ELECTRIC, VERIFY SPECS. WITH OWNER DEDICATED FLOOR SPACE IS FOR A 36" WIDE REFRIGERATOR INCLUDING SIDE CLEARANCES; COLOR: STAINLESS 7 DISHWASHER GENERAL ELECTRIC, VERIFY SPECS. WITH OWNER INSTALL DOOR FACE FLUSH WITH ADJACENT CABINET DOOR FACE VERIFY DIMENSION AND INSTALLATION PRIOR TO CABINET FABRICATION; COLOR: STAINLESS 8 RANGE/OVEN GENERAL ELECTRIC, VERIFY SPECS. WITH OWNER 30", ELECTRIC, FREE STANDING, FRONT CONTROLS, ADA COMPLIANT, BOTTOM HINGE; COLOR: STAINLES- 9 HOOD GENERAL ELECTRIC, VERIFY SPECS. WITH OWNER COLOR:STAINLESS 10 MICROWAVE/ HOOD GENERAL ELECTRIC, VERIFY SPECS. WITH OWNER 17 C.F. WITH HIDDEN VENT, OVER THE RANGE MICROWAVE; COLOR: STAINLESS PUBLIC / COMMON AREA TOILET NOTES 1. TOILET ROOMS FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4 INCHES. CBC 1210.2.1 SEE FINISH SCHEDULE 2. TOILET ROOM WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR (ALL LOCATIONS WITHIN TOILET ROOM. CBC 1210.2.2 SEE FINISH SCHEDULE 3. LOCATE FLUSH VALVE CONTROL FOR HANDICAPPED TOILET ON WIDE SIDE OF STALL 4. INSULATE ALL WATER & WASTE PIPING OCCURRING UNDER THE LAVATORY 5. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND FORCE 6. MOUNT ACCESSORIES PER MANUFACTURERS RECOMMENDED HEIGHTS AND IN ACCORDANCE WITH "A.D.A." AND CALIFORNIA ACCESSIBILITY REQUIREMENTS. 7. ALL ACCESSORIES INDICATED ARE BY BOBRICK UNLESS NOTED OTHERWISE. A. WATER -RESISTANCE GYPSUM BACKING BD. SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALL WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL & CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840. WATER -RESISTANCE GYPSUM BD. SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: A. OVER A VAPOR RETARDER. B. IN AREAS SUBJECT TO TO CONTINUOUS HIGH HUMIDITY C. ON CLGS WHERE FRAME SPACING EXCEEDS 12" O.C. FOR 1/2" THICK & MORE THAN 16" O.C. FOR 5/8" THICK. 8. COMMUNITY CENTER TOILET FACILITIES SHALL COMPLY WITH CBC 11A 9. FOR ADDITIONAL NOTES ON COMMON TOILET ROOMS SEE:-/A045. 10. ALL ACCESSORIES, FINISHES AND PLUMBING FIXTURES TO BE CONFIRMED WITH INTERIOR DESIGNER PRIOR TO SUBMITTAL. UNIT BATHROOMS / POWDER ROOM NOTES 1. PROVIDE 2x10 BLOCKING IN WALL AT ALL HARDWARE/ FIXTURE/ ACCESSORY MOUNTING LOCATIONS. 2. LOCATE FLUSH VALVE CONTROL FOR TOILET ON WIDE SIDE OF STALL/ROOM AND AT 44" MAX. HEIGHT ABOVE FINISH FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 3. PLUMBING PROTECTION. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVOTORIES PER CBC 1134A.8 #6. 4. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND FORCE 5. MOUNT ACCESSORIES PER MANUFACTURERS RECOMMENDED HEIGHTS AND IN ACCORDANCE WITH AND CALIFORNIA ACCESSIBILITY REQUIREMENTS. 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH AND NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET PER CBC 1210.3. USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PER CBC 2509.2 AND 2509.3 7. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1178, C1288, OR C1325 SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH GA-216 SEE "general notes - public/ common area toilet notes" NOTE #8 FOR LOCATIONS WHERE WATER - RESISTANCE GYPSUM BOARD SHALL NOT BE USED. 8. ALL LINEN CLOSETS/NOOKS TO COME WITH FACEFRAME DOORS, PAINT GRADE DOORS AND SHELVING TO MATCH WALLS 9. WALL SCONCE, SINK, AND CABINET DOORS TO ALL BE ALIGNED ON SAME CENTERLINE. PROVIDE FILLER STRIP AS REQUIRED TO PROVIDE ADA PARALLEL APPROACH TO SINK. 10. FINISHED FLOOR MUST CONTINUE UNDERNEATH ALL REMOVABLE BASE CABINETS. 11. FOR ADDITIONAL NOTES ON BATHROOMS WITHIN ADAPTABLE UNITS SEE: -/A047 12. ALL BATHROOMS TO INCLUDE MOST RECENT TSA MANAGEMENT SPECIFICATIONS. GC TO CONFIRM WITH OWNER PRIOR TO FINALIZING CONTRACT. GENERAL KITCHEN NOTES ,a 1. INSULATE ALL WATER & WASTE PIPING OCCURRING UNDER SINKS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER KITCHEN SINK 2. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND FORCE 3. CONTRACTOR SHALL VERIFY ALL REQUIRED CLEARANCES FOR FIXTURES AND APPLIANCES 4. ALL APPLIANCES SHALL BE ENERGY STAR RATED, INCLUDING BUT NOT LIMITED TO REFRIGERATORS, DISHWASHERS AND CLOTHES WASHERS 5. VERIFY ALL APPLIANCES WITH OWNER SPECIFICATIONS PRIOR TO CASEWORK FABRICATION. VERIFY ALL APPLIANCE INSTALLATION CLEARANCES PRIOR TO CASEWORK FABRICATION. 6. COMPOSITE WOOD MATERIALS MUST BE FREE OF ADDED FORMALDEHYDE 7. FINISHED FLOOR MUST CONTINUE UNDERNEATH ALL REMOVABLE BASE CABINETS. 8. FOR ADDITIONAL NOTES ON KITCHENS WITHIN ADAPTABLE UNITS SEE: -/A055 9. FOR ADDITIONAL NOTES ON KITHCENS WITHIN COMMON AREAS SEE: -/A055 10. WHERE KITCHENS AND BATHROOMS ARE ALONG UNIT DEMISING WALLS, THE DRAWERS ADN CABINET DOORS SHALL HAVE SLOW -CLOSING HINGES. A RESILIENT MATERIAL, SUCH AS FELT OR RUBBER, SHALL BE PLACED AT THE CLOSURE CONTACT POINTS. KEYNOTES - COMMUNITY ROOM KITCHEN ITEM PRODUCT COMMENTS DETAIL REF. 1 UPPER CABINET REFER TO INTERIOR DESIGNER PLANS PROVIDE 2 ADJUSTABLE SHELVES - 2 BASE CABINET REFER TO INTERIOR DESIGNER PLANS PROVIDE 1 ADJUSTABLE SHELVES 3/A055 FULL HEIGHT CABINET REFER TO INTERIOR DESIGNER PLANS PROVIDE 5 ADJUSTABLE SHELVES - 4 SINK (KITCHEN) SEE PLUMBING DWGS. ADA ACCESSIBLE, UNDERMOUNT. STAINLESS STEEL, REAR DRAIN 3/A055 FAUCET SEE PLUMBING DWGS. ADA ACCESSIBLE, FINISH TBD BY OWNER 5 COUNTERTOP REFER TO INTERIOR DESIGNER PLANS 24" MAX DEPTH FROM FACE OF RECEPTACLE TO EDGE OF COUNTERTOP 15/A055 6 REFRIGERATOR GENERAL ELECTRIC, STAINLESS, VERIFY SPECS. WITH OWNER ADA COMPLIANT. PROVIDE ICE MAKER WATER CONNECTION AND ANGLE STOP THROUGH SIDE OF ADJACENT CABINET AT BACK WHERE IT CANNOT BE DAMAGED. VERIFY SPEC WITH OWNER - 7 DISHWASHER GENERAL ELECTRIC, STAINLESS, VERIFY SPECS. WITH OWNER. ADA COMPLIANT INSTALL DOOR FACE FLUSH WITH ADJACENT CABINET DOOR FACE VERIFY DIMENSION AND INSTALLATION PRIOR TO CABINET FABRICATION - 8 RANGE GENERAL ELECTRIC, STAINLESS, VERIFY SPECS. WITH OWNER ADA COMPLIANT - 9 HOOD GENERAL ELECTRIC, STAINLESS, VERIFY SPECS. WITH OWNER - 10 MICROWAVE GENERAL ELECTRIC, STAINLESS, VERIFY SPECS. WITH OWNER VERIFY SPEC WITH OWNER - 11 DRINKING FOUNTAIN DF-3 SEE PLUMBING DRAWINGS COLOR: DARK BRONZE - 12 WET BAR SINK SEE PLUMBING DWGS. ADA ACCESSIBLE, UNDERMOUNT, STAINLESS STEEL - 13 ISLAND SINK SEE PLUMBING DWGS. ADA ACCESSIBLE, UNDERMOUNT. STAINLESS STEEL - 14 MICRO DRAWER GENERAL ELECTRIC, STAINLESS, VERIFY SPECS. WITH OWNER 15 drawn 0 a submittal • 1st Plan Check Submittal 2nd Plan Check Submittal can 3rd Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 0 4th Plan Check Submittal 17, C c0 U a) c0 a a) O a) L 4- 0 a) O a) L 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 m consultant: N 0 C O U U owner: P 0 nL\ W a C a) 0 a) 0 s C U) U 0 a a) a) .Q 0 C (0 L O C c0 a CO U 0 U L a 0 U E a) a) 0 a) a 0 a a) .O U X a) a) a) c0 0) C L -O a) C a) O a) a a) O C t0 a - SHEET TITLE C c0 Cl) SHEET No Cl) 'Z'39E.WED FOR CODE CO►UIP,LIA?jCE DEC 19 2019 BUREAU VERITAS NORTH A! ERICA, MC. a) co ,crO ii >- zo ,<`') OU oui >-- F- o cc o W 3 a_ - o S a. a wcc Co c0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.21 7.0425 TYPICAL KITCHEN & BATHROOM INFORMATION A500 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 919/2019 10:07.41 AM Local File: CAUser: ‘rrr}grinelaaena \DL>cl_II~•,= rats\B60'"r'9_Compo: ite_2019_RMarinelarena.rvt Consultant File Background Info: BATH A REFER TO 200 SERIES TO CONFIRM WHERE WINDOW OCCURS D� KITCHEN A BATH A G /C) 00 KITCHEN A (1) BATH A KITCHEN A BATH A POCKET WHERE WINDOW OCCURS REFER TO 200 SERIES KITCHEN r LIVING SLEEP UNIT S1- RCP FOR BALANCE OF INFO. SHAFT AT — S1-UNIT STACK 136, 236, 336 - 16' - 2 1/2" J LIVING SLEEP 9'-11/4" L U7-2l III °� -CLOSET- - IL III III IiI •IU r -6'-41/2" IL w cc 6" 00 8 ; Ia Efd KITCHEN Lch E N 5'-93/4" UNIT S1 W/D 3' - 3 1/2" A501 F O o Io 05. ss 11 H T1 rit *33 ME NNW 7' -1 1/4" REFER TO 200 SERIES o v M FOR BALANCE OF INFO. • C" M N • Co co SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. . PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 . PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS 3/A813) (8/A811) (4/A881) rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 88=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7'-6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (4/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS J1/A812 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS (9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 9'-0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS ( 1/A812 4/A81 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9'-0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 (5/A812 8/A81 LIGHT FIXTURE - REFER TO DETAIL 14/A812 13/A812c RECESSED LIGHTS PER ELECTRICAL SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 1", r L J 4 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • • 6 i SZ. k • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES 60" DIA WHEELCHAIR r TURNING CLEARANCE • • MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS L— 1 UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (.21A81 )13/A813)C7/A81) & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 11/A8j f A813 (/A81 13/A814-) & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" 0.C. MAX. SEE DET. gA813} ,(j/A88) & STRUCTURAL UNIT INTERIOR PLUMBING / MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. (13/A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (8/A811) ADD LABEL TO PANEL THAT READS FOR MAINTENANCE PESONNEL ONLY" AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL -6 job no. drawn Q submittal • 1st Plan Check Submittal O 2nd Plan Check Submittal w 3rd Plan Check Submittal 0 4th Plan Check Submittal 17, -o C cif revision U (1) 0 a a) 0 C a) L "5 a) O a) consultant: N 0 C'S C tiz B6079 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date O U a) U owner: 2 ct1 all ideas, designs and plans represented by this drawing are the exclusive property of withee malcolm architects, Ilp and shall not be reproduced in whole or in part without the express prior written permission of said r 'SEWED FOR CODE COMFUAiiCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, In, CC a)o L1J c o Q L Q ? U >c',(13 (ft) E m cm CD fin C\I O) CO >- z a 0 U FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT S1 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A501 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:08.04 AM Local File: t` ,UsEar:>>rrnar rtelaren :'tD:>cu:: ,rits1L60I9_ti r>rnposite_LG19-_RMarir:elarer.,a.rvt Consultant File Background Info: unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 0 job no. B6079 drawn 0 a submittal N N II SIG 0* KITCHEN A BATH A BATH A KITCHEN A l BATH A KITCHEN A BATH A REFER TO 200 SERIES aD N N M FOR BALANCE OF INFO. SLEEP CLOSET /BATH / W/D UNIT S2 - RCP T SintantaltniiiiMEN 2'-111/4" UNIT S2 5' -8" 3' - 3 1/2" PATIO @ LEVEL 1 ONLY WINDOW AT UNITS ABOVE REFER TO 200 SERIES • FOR BALANCE OF INFO. SCALE: 1/4"=1'-0" 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 . PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend 3/A813) 8/A811) (4/A8 1) NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. // DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A81214/A81 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (1/A812(4/A812) DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (11/A812 '4/A81_2) INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS (9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS ( 1/A812 4/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 (5/A812 8/A812 LIGHT FIXTURE - REFER TO DETAIL SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 3/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 2'-6" r � L J 4 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES ▪ • r 60" DIA WHEELCHAIR TURNING CLEARANCE i 1'-6" 1'-0" MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS ---.-- UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE C2/A813 DE7/A813) & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" 0.C. MAX. SEE DET. (11/A8�(/A813)(9/A81 1/A814i & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" 0.C. MAX. SEE DET. (12/A81) ,�1/A88) & STRUCTURAL UNIT INTERIOR PLUMBING 1 MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 1 /A811) 3/A813 ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (8/A811) ADD LABEL TO PANEL THAT READS 'FOR MAINTENANCE PESONNEL ONLY AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 1st Plan Check Submittal 2nd Plan Check Submittal u) 3rd Plan Check Submittal 0 4th Plan Check Submittal CO 0 02/05/2019 04/12/2019 06/07/2019 09/09/2019 0 -o c (D I. 0 a) revision date 0 U a a) 4- 0 0) A ▪ consultant: 0 5 c0 U a) U owner: 4- 0 E (t a n part without the express prior written L n0 a) 0 c D a) 0 0 a a) (1) Q 0 c (0 Cl) c (0 a V 0 a) ✓ 0 L (0 E 0 0 (0 E 45 L a 0 L a a) .) X a) N .S= a) L L cif - SHEET TITLE c (0 (n c 0) .(7) ( SHEET No (ri (0 a) F'Zt E'm ED FOR CODE CO PLIAACE DEC 19 2019 BUREAU VERITAS NORTH AM,ERICA, l27C. OC � O 111 O Q Q L \ ai U caCa CD COcf) E Q p " CO CD >-- z FORE PROPERTY CO WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT S2 - PLANS / INTERIOR ELEVATIONS A502 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/912019 10:08.31 AM Local File::':,IUsers‘rmarinelarena,Docu:nents\B6v'79_ r]mRo: ite_2C19_F?I',larir:elaretia.rvt Consultant File Background Info: 0 2' 4' 8' 12' .41111, 4 4 4 unit plan general notes: job no. B607': drawn REFER TO 200 SERIES TO CONFIRM WHERE WINDOW OCCURS BATH B BATH B KITCHEN B CIO BATH B B� KITCHEN B BATH B POCKET WHERE WINDOW OCCURS PATIO BEDROOM CLOSET BATH COAT/ W/D/ DINING LIVING KITCHEN UNIT Al - RCP cn O w w � z w O w o O CV 0 Q CL Q wmLLI 11'-41/8" ��I PATIO BEDROOM 6'-31/4" 5' - 6 1/2" 12'-93/8" I CLOSET L 0 0 1 -03/4" UNIT Al I I v I I BATH ▪ T Ai J 0 �7 - 21/4"/ 5'-7" II I I II it COAT i II I 1 W/D @ 4th LEVEL UNITS (SEE ROOF PLAN FOR END UNIT CONDITIONS) LIVING !„..‘a ffratint I O M. 3'-31/2" F L o 11 I o Ib JI KITCHEN F q ` E L RR REF. :r 4'-111/2" REFER TO 200 SERIES FOR BALANCE OF INFO. 3'-6" 4'-71/4" 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend (4/A8611] NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. Wt DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 88=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (1/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (1/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812X 41A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS .(9/A812i(11/A812) INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 11A812 41A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 LIGHT FIXTURE - REFER TO DETAIL 14/A812 5/A812X 8/A812 RECESSED LIGHTS PER ELECTRICAL SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 2-6 L J 4 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES 60" DIA WHEELCHAIR TURNING CLEARANCE MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS MIDEE UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (2/A813 3IA813 (7/A81 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. (11/A813) gaq & STRUCTURAL 81A813 91A813 UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. Oka) ,(jIA881 & STRUCTURAL UNIT INTERIOR PLUMBING 1 MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. .1/A811 ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL 8/A811 ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND'TEL. NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date consultant: owner: � iE `rED FOR CODE CC WLIAiiCE DEC 19 2019 BUREAU 'JUNTAS NORTH AMERICA, IX CC a) O LL1 O Q Q L Q U >Ica?: Q m Q L CO O) W WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT Al - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A511 Plot Date: 9/9/2019 10:08.51 AM Local File: C:\Users\rrnarinelarena\Docurnents\B6079_Compo°site_2019_RMarinelarena.rvt Consultant File Background Info: SCALE: 114"=1'-0" 0 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 job no. B6079 KITCHEN B2 KITCHEN B2 BATH C �,.,� BATH C KITCHEN B2 KITCHEN B2 : .... .....::::::::a ... II (I (I J ,t BATH C BATH C POCKET WHERE WINDOW OCCURS UNITA2 — RCP UNITA2 1,7 _ fl" 7' _ R- 19- _ n- - %2 _J� SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' unit plan general notes- 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS. BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL ...................................... 31A813 JO 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL........141A812 13JA812 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL .................................. g/gg11 11. FOR TV WALL MOUNT BACKING, SEE DETAIL.. ......................................................................... 41A881 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" O.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY WI STEEL MFG SPAN CHART VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT X-O" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS .................................................. oiA812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS .................................................. 11A812 41A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT T=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS .................................................. cliA812 41A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS......................................................... 9/A812 111A812 INDICATES 5/8" TYPE'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NOW RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS................................................................... 1/A812 41A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 S/A812 8/A812 OLIGHT FIXTURE - REFER TO DETAIL 14JA812 131A812 RECESSED LIGHTS PER ELECTRICAL SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL } 8 MECH. GRILL -SEE MECHANICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 30" by 48" CLEAR FLOOR SPACE q CENTERED FOR PARALLEL OR i FORWARD APPROACH U.O.N. L-----J V-6" i I I I I I M L 1— MANEUVERING CLEARANCE AT INTERIOR DOOR 6 i R2 60" DIA WHEELCHAIR TURNING CLEARANCE MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES L I I 1' 6" L- 4 I I I I MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS -----r--- UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE 21A813 3/A813 7/A813 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 111A813 8/A813 91A813 131A814 & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. 121A813 1/A881 & STRUCTURAL T--- 71- UNIT INTERIOR PLUMBING / MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 131A811 n ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE 7' GYP. BD. PERDETAIL............................................................................................... 8/A811 ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL. NO, OF MANAGEMENT FOR TENANT TO CALL interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS, PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE X' PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE X' PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHTWEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL E drawn 0 Q submittal 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal — -- — 09/09/2019 U 0 � revision date U 0) o Revision 1 - 2nd P.C. Submittal 04/12/2019 L Q 4) 0 c� L nL` W E 0 O C M �7 (D - O 0 4- 0 ti consultant: N L 0 D c� C C (0 (0 U 0) U owner: L t� 0 C 0 U) U) E L N Q a) -C +- 0 C_ c0 Q. 0 Q C:)o Mo "' 9ED FOR CODF C0 LiX,� LO DEC 19 2019 Q D Qif►'?kAUVEr1TAS NORTH AMERiCA,1�,& ® U 0 - Q a_ W 0 M 0 N Q c0 -C UJ Vto 0 LU - Q Q 0 N @ M L �+ Q E CD 0 U < CE m E C)•L ® ftf N CO (D Q. 0 Q. 0) U X 0) (D L o WITHEE MALCOLM L ARCHITECTS, L L P C A_RCy . w,rti������\ 2251 West an�an nd 190th t T C No. C-9049 t. 310.217.8885 f.310.217.0425 CAO\ _ nC:n\ V/ UNIT A2 — PLANS / INTERIOR Q ELEVATIONS U c� d SHEET TITLE C c� N A512 CD �u) SHEET No M M4th P.C. SUBMITTAL 0) -0 5�.� � . Plot Date: 919/20/9 10:09.19 Aid Local File: C:kUsers\rrnarinelarerialDOCLitrieritsIB6;3i9_Corriposite_2019_Rs larineiareria.rvt Consultant File Background Info: El BATH C KITCHEN B2 KITCHEN B2 BATH C II KITCHEN B2 KITCHEN B2 BATH C REFER TO 200 SERIES PATIO -L aQ w ce BEDROOM W.I.C. LIVING UNIT A3- RCP 12'-03/4" PATIO BEDROOM 6'-61/4" UNIT A3 3'-11/2" . f BATH: 6'-101/2" LIVING COAT 12'-3" 3' - 3 1/2" • 4' -11 1/8" 13' - 2 1/2" 2) 7 DINING 3'-7" 9' - 2 3/8" REFER TO 200 SERIES FOR BALANCE OF INFO. unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL WASHER & RANGE BOXES, SEE DETAIL (6/A811) 11. FOR TV WALL MOUNT BACKING, SEE DETAIL E4/A88f 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS ( 31A813 rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" O.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. /// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 88=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS ( 1/A812 41A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 ,4/A812) DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1812 41A81� INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS (9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 4/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 (1A812 LIGHT FIXTURE - REFER TO DETAIL 14/ SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend Z6 r L J 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • _ 60" DIA WHEELCHAIR i TURNING CLEARANCE • • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS UNIT SEPARATION WALL _ 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE 2/A813)(3/A813)71A81� & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 11rgw-8/A8f3x4/A813 giw & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET.(12/A813) ri/A881 & STRUCTURAL UNIT INTERIOR PLUMBING! MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 13/A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL 8/A811 ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN - job no. B6079 � drawn 0 Q submittal co 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 w 3rd Plan Check Submittal 06/07/2019 0 C 4th Plan Check Submittal 09/09/2019 O 0 U t revision 0) • 0 6_ date consultant: N 0 _C C C t� owner: '5 0 _c c >- ZcD Q '�•(I C:)FilifBEWED FOR CODE COMPLIA ICE a) 0 DEC 19 2019 <( c U 0 BUREAU VERITAS NORM AMERICA, INC. _ a 0(p 0 0) cc a) 0 1-0 Lil C _c(,) a) 0 E—>o) �r W CL >< 0 > U v ♦ E � v CO O) 0 M <o-E mom 0 0) a 0 L a 0) (I) U X a) a) _c 0) 0) C 0 O .0 -o 0) O a) a 0) L co C c0 a SHEET TITLE WCE (13 O a ILL 00 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 UNIT A3 - PLANS / INTERIOR ELEVATIONS co co C 0) SHEET No ui c0 0) ro A513 Plot Date: 9/9/2019 10:09.50 AM Local File: : IJsersArrnar neiares.zaiL%oc:r,ents'tBt,','z,'-r9_:'.omp:: its _2C1D_E?Maririeiarenarvt Consultant Fie Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 BATH C KITCHEN B2 KITCHEN B2 4 r BATH C C� 1,1 KITCHEN B2 p, o it KITCHEN B2 BATH C CB) BATH C REFER TO 200 SERIES FOR BALANCE OF INFO. W.I.C. BEDROOM UNIT A4- RCP • W/D` LIVING KITCHEN 20' - 8 7/8" 6'-61/8" UNIT A4 3'-11/2" 6'-101/2" I 3'-11" 9'-5" 3'-53/8" 161 ; : x & id1k _ ::..6:- . 63.- : d;l 81I 6 € '-;1 s `. Unit: • 'la,!DOW 9'-23/8" 2 FOR BALANCE OF INFO. unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend 3/A813) (8/A8110 4/A881 13/A812 NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" O.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. /// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS ))11A812 4/A812, DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7'-6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS ri/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812) INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 91A812 11/A812) INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1IA812 41A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 LIGHT FIXTURE - REFER TO DETAIL 14/ SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 5/A812X 8/A812 13/A8122) RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend L 2.6 L J 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR 1'-6" 4 MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES 60" DIA WHEELCHAIR i TURNING CLEARANCE 1'-6" L_ MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS UNIT SEPARATION WALL _ 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (21A81)(. 3/A813)(/A81_ & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 111A813/A813 (4IA813 iJ3/A81-4) & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. (12/A81,(t/A88i) & STRUCTURAL UNIT INTERIOR PLUMBING I MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. gA811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (81A811 ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND TEL NO, OF MANAGEMENT FOR TENANT TO CALL interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN job no. B6079 drawn 0 submittal 1st Plan Check Submittal 02/05/2019 04/12/2019 2nd Plan Check Submittal o w 3rd Plan Check Submittal 06/07/2019 C 4th Plan Check Submittal 09/09/2019 o - co 0, revision date 0) 0 ^L 0) 0 c0 nL` L 0 � n A 0) co 0) w- 0 0) rn 0) L consultant: N L 0 _C C C W U 0) owner: 0 permission EWEINFD FOR CODE C0t19FLfA SCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, I;;C• >- z a 0 v FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT A4 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A514 Plot Date: 9/9/2019 10:10 19 AM Local File: C::U:EarsArrnarineiarenaiDocumentsiL-360'79_O.orr osite_2O19_RManineIar 'na.rat Consultant File Background Info: SCALE: 1/4"=1'-0" 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a -A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. job no. B6079 drawn submittal ) • KITCHEN B1 ALT KITCHEN B1 ALT r BATH D 1 r, BATH D 1 fl BATH B1 (D1 BATH B1 !•i44v!h!u•••••_• .41:•iM:�M�•Y.y�Y•�"Y•A�3!.`-•-•iiiiY:•iY 4'-7" UNIT B1 @ UNIT STACK 105, 205, 305, & 405 -i TT KITCHEN B1 ALT KITCHEN B1 ALT • rC BATH D 1 ,C1 REFER TO 200 SERIES TO CONFIRM WHERE WINDOW OCCURS BATH B1 �B BATH D 1 1 C3D BATH B1A1 REFER TO 200 SERIES Co BEDROOM W.I.C. LIVING KITCHEN PATIO BEDROOM .I.C. UNIT B1 - RCP BEDROOM 6' - 2 1/4" ---BATH_7- 9 3/4" 6' - 2 5/8" UNIT B1 fl 23'-71/4" 11'-8" OVERHANG @ 4TH LEVEL - REFER TO ROOF PLAN 3-33/8" 7'-4" LIVING 3' - 51/2" 3'-51/2" 5'-21/2" 1'-9" PATIO I- I I - I I C1 I I I I L I 6' - 5 1/2" 5'-7" 2 -101 /2" POCKET WHERE WINDOW OCCURS FOR BALANCE OF NFO. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL (3/A811) 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS (4/A8810 rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. /// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 88=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS �/aR1� AIAR1� DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 11A812Y 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 91A812 L};V1i T INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 11A812 41A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 41A812 LIGHT FIXTURE - REFER TO DETAIL 14/ SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 5/A812Y 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 2'-6'' L J Q 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR i i k • • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES 60" DIA WHEELCHAIR r TURNING CLEARANCE i 1'-6" MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS r UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE C2/A813)(3/A813(7/A813) & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 11/A813 ��C� 13/A814 & STRUCTURAL 8/A813 91A813 UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. (12/A813) ,Cl/ATIk & STRUCTURAL UNIT INTERIOR PLUMBING I MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. ( /A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS_ W/ TYPE "X" GYP. BD. PER DETAIL (8/A811 ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL. NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date A A A consultant: owner: ^WEb°JED FOR CODE COMPLIAilg DEC 192019 HUREAU VERITAS NORTH AMERICA, FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 zo >-- cr) o_ c),0 Oo oui 0 C� 0 J as oo Y a UNIT B1 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A521 Plot Date: 9/9/2019 10:11.07 AM Local File: C:\UserslrrnarinelarenaiDecumtarots86079_Composite_2019_RMarinelarena.rat Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT © DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. -6 job no. B6079 drawn O submittal KITCHEN B1 KITCHEN B1 BATH B BATH B BATH E BATH E H� D1) B1 KITCHEN B1 1 N II BATH B BATH B BATH E C1 C. BATH E UNIT B2 — RCP UNIT B2 0 M N- BEDROOM BATH , 8' - 4 3/4" Q • i }# • }} F{{ BATHI I II I J LIVING 11'-51/4" BEDROOM L U8 ICI 0 0) W.I.C. — —� --1 0 to • OJ 0 PATIO BEDROOM CLOSET // , 1 rim :: � � �u .;I M Ut I:vY=.: " 3' - 4 3/4" 9' 5' - 4 1/2" . 3' - 2 1/2" 3' - 6 3/4" 7' -3 1 3/4" 1 3' -10 1/2" 5' - 7" 2' -1 5/8" - 51/2" FOR BALANCE OF INFO. 9 3/8" REFER TO 200 SERIES N CD • • 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF SINGLE ROD 66" AFF WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF DOUBLE ROD - 40" AFF & 42" AFF FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend 81A811) t(4/A88.0 NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" O.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. // DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8'-0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 11AR1� d/AR1� DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812Y 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 91A812 111A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 4/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 LIGHT FIXTURE - REFER TO DETAIL 14/A81 . SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 5/A812Y 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 2 6 r � L J 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES c2 ▪ • 60" DIA WHEELCHAIR r TURNING CLEARANCE 1'-6" 1'-0" MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (2/A813)E3/A813C7/A813) & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 111A813 8/A813X 9/A813 giAR & STRUCTURAL UNIT INTERIOR FRAMING 2X4 © 16" O.C. MAX. SEE DET. (21A813 ,(T A881 & STRUCTURAL UNIT INTERIOR PLUMBING / MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 13/A811 ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND'TEL. NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN c 1st Plan Check Submittal 0 2nd Plan Check Submittal u) 3rd Plan Check Submittal 0 4th Plan Check Submittal 02/05/2019 04/112/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A n n n n consultant: owner: FlifiENED FOR CODE CO NLfA 3Ce DEC 19 2019 Ri112EAV VERITAS NORTH A; ERICA, ma et) A ROti L. C-9049 >- z a 0 U w a cc a cc L.L O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT B2 — PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A522 Plot Date: 919/2019 10:11.53 AM Local File: C:;Users\rrnarinelarena\Doctuments\B60r9_Composite_2019_RMarinelarena.rat Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 KITCHEN B1 10 0 BATH D BATH B 1 KITCHEN B1 I BATH D BATH B (r KITCHEN B1 L 1 BATH D B1 BATH B B} TF KITCHEN B1 r- 111 BATH D iJo A1) REFER TO 200 SERIES 60 UNIT B3 — RCP SHAFT AT UNIT 424—, 9 3/4" • 10'-81/4" 1'-111/4" UNIT B3 6' - 6 1/2" IA I 5'-7" li COAT 3'-31/2" 10' - 71/2" 11' -1 1/4" • .r ... ....::: -.. .... STC 34 UI) 5'-9" LIVING BATH Al D1 A523 � I I --+-- i JI retbs_azha L4:' •104:M YiXY••�iiY✓. KYAYA •ti: .tit :.tit "••••••x•_•_.v.w•.x v_,.•_••••••!•ti!...._.-.v • 3'-51/2" 3'-31/2" 9'-11/4" 9 3/4" REFER TO 200 SERIES 0) CO 0) M • FOR BALANCE OF INFO. (1 SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL (3/A813(C/--- -( 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 14/A812 13/A812( 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL (8/A811) 11. FOR TV WALL MOUNT BACKING, SEE DETAIL (4/A881 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. /// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812Y 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS OA812(4/A812,) DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812Y 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 4/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 41A812 LIGHT FIXTURE - REFER TO DETAIL 141 SMOKE DETECTOR - SEE ELECTRICAL 0 SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 5/A812Y 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend L 2'-6" r L J 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES • 160" DIA WHEELCHAIR i TURNING CLEARANCE 1-6" 1'-0" MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE ( 2/A813)(3/A813)(7/A81 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" 0.C. MAX. SEE DET. j1/A813 (4/A813 (9/A813(13/A814i & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. (12/A813 ,( 1/A8811J & STRUCTURAL UNIT INTERIOR PLUMBING 1 MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. (13/A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 0 L nl 0 0 c0 E 0) 0) -c 0 nL\ 0) a 0 L a 0) .O 0 a) 0) 0) L c0 0) C c0 0 U) _o a) C 0) U) 0) a 0) U) C c0 a - SHEET TITLE C (0 U) C 0) .55 SHEET No Ui t0 0) 0 c0 - job no. B6079 • drawn Q submittal U • 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 co 3rd Plan Check Submittal 06/07/2019 C 4th Plan Check Submittal 09/09/2019 0 c0 0 0 O • revision date N Q 0 a L n 0) s L c 0 U) C (0 U 0 0) U) 0) Da) consultant: N 0 (0 C C (0 U) 0 0) U owner: P 4- 0 U) nL` a a) L a a .0 L c0 a 0 yaMEWED FOR CODE COMFuIL ,. DEC 19 2019 BUREAU VERITAS NORTH AMERICA, I:C. 0 a 0) a) S O s uJ Co C c0 Q "Q U0 ; U a r co // C <0= CO 0) WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT B3 — PLANS / INTERIOR ELEVATIONS A523 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:12.44 AM Local File: User: trrr3ar:nelarEanalDor;L;:rents\i.?Cv79_i':ompositr_:_201C%_Ravlarir:eIart r.a.rvt Consultant File Background Info: unit plan general notes: -6 job no. B6079 co BATH C BATH B 1 KITCHEN B BATH C to BATH B 1 f III H U KITCHEN B BATH C BATH B 1 G KITCHEN B BATH C (A1) BATH B 1 REFER TO 200 SERIES CV DECK �—f LIVING DINING KITCHEN UNIT B4 - RCP F- 1 I L i KITCHEN -'- H 4' - 71 /4" I UNIT B4 LIVING G J AR REF. 3' - 6 1/2" DINING CLOSET 6' - 8 3/4" 2' - 4 1/4" BEDROOM 17-1" BATH is I TYPICAL BATH C (SHOWN) -]WALL AND TUB TO MOVE 3" ONLY AT THIS UNIT TYPE REFER TO 200 SERIES FOR BALANCE OF INFO. 2 1 REFER TO 200 SERIES I 0 I- FOR BALANCE OF INFO. 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS C4/A881) rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 88=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812X 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 91A812 111A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 LIGHT FIXTURE - REFER TO DETAIL 14l SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 5/A812 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend r 7 L J 4 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES • i TURNING CLEARANCE i r 60" DIA WHEELCHAIR 1 -- 1 MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS • // UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE E21A813)(3/A813E7/A813 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 1. /A81)���� 131A814 & STRUCTURAL 8/A813 91A813 UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET.122/A813 ,Clak & STRUCTURAL UNIT INTERIOR PLUMBING 1 MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 13/A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL C81A81 i) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN t) 0 ^L ✓ 9- 0 0) O 3 0) drawn Q submittal 1st Plan Check Submittal 2nd Plan Check Submittal can 3rd Plan Check Submittal 0 4th Plan Check Submittal t0 __ C 02/05/2019 04/12/2019 06/07/2019 09/09/2019 c0 revision date consultant: N 0 3 t0 C 3 CO U U 0) U owner: t0 O 4- 0 permission FlicIEVIED FOR CODE COMPLIWICZ:. EC 19 2019 BUREAU VERITAS NORTH ANIERICA,1;;C. z >- a_ 0 U FORE PROPERTY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT B4 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A524 Plot Date: 9/9/2019 10:13.28 AM Local File: C:tUserslrrnarinelaren ADocuments,B60a9_Composite_2019_RMarineiarena.rwt Consultant File Background Info: SCALE: 1/4' 1-0" 0 2' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 1 1 14 KITCHEN B1 KITCHEN B1 BATH B1 B1 BATH B3 C> 1 KITCHEN B1 1 BATH B1 (G) BATH 61 BATH B3 CB) n r3 ,0o KITCHEN B1 BATH B1 BATH B3 C1 BATH B3 rA� • REFER TO 200 SERIES FOR BALANCE OF INFO. LIVING KITCHEN UNIT B5 - RCP 16' - 5 1/4" LIVING EMBEENAMEMPROMMIKEIMERMEMERM 3'-8' 3'-53/4" UNIT B5 r 8'-10" DECK BEDROOM CLOSET ::COAT W/D BEDROOM W.I.C. BATH 10'-101/2" BEDROOM 7' - 0 1/2" 3' - 2 1/2" CLOSET U7-3i cf.) O w u_ 03 w 0 0 N 0 1- w u- w 4' - 5 1/2"-- 7'-10" 12' - 9 1/4" BEDROOM 5'-91/4" REFER TO 200 SERIES CV Co • A525 FOR BALANCE OF INFO. MIAN i3ik 12'-3" 9 3/4" SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL (3/A813) 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS (8/A811) 4/A881) rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. // /// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812-4/A81_2) DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7'-6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A814 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (1/A812 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 11A812 41A8122 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 (/A81 f/A812) LIGHT FIXTURE - REFER TO DETAIL 14/ SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend t 2 6 L r L J 4 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. L_ MANEUVERING CLEARANCE AT INTERIOR DOOR i • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES • 60" DIA WHEELCHAIR TURNING CLEARANCE MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (.2/A81)C3/A813)E7/A813 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. C1/A813 C8/A813 E4/A813) (13/A814) & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET.12/A813) ,Cj/A88D & STRUCTURAL UNIT INTERIOR PLUMBING / MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 13/A811 ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY' AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT © DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL location shown is prohibited. c t0 0 0) 0 ^L a) 0 4- c c0 4- 0 0) W 3 0) L job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date consultant: N 0 5 (0 C 3 c (0 0 0 0 a) 0 3 O 0 0 a) nL, 0) .0 0 C (0 .S_ co C (0 0 U 0) 0 L E O 0 Tci a) a) -c 0 a) N 0 X c0 cp c0 L N S.L t0 -a SHEET TITLE EE `WEr itED FOR CODE COZWLtAilCa DEC 19 2019 BUREAU VERITAS NORTH AMERICA, MI CC a) CD L1J c Q >a ) 0 )7 L \ ai U cv � m o mrnm FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT B5 - PLANS / INTERIOR ELEVATIONS (0 O 0) a9 SHEET No cri c0 a) (0 A525 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:14.14 AM Local File: ;:.iaer:Urrmarirtelarer.a;Doct.::r;santstE6:7"i9_i',ompcssite_2r1s_r Marir:elaret.a.(vt Consultant File Background Info: o0 r KITCHEN B1 KITCHEN B1 BATH B `I I' BATH E C) KITCHEN B1 BATH B BATH B BATH E D1� KITCHEN B1 BATH B (F) BATH E C1/ • • d BATH E REFER TO 200 SERIES CO N- v Co Q UNIT B6 - RCP 11' - 41 /4" 2'-23/4" CLOSET 5'-7" UNIT B6 3' - 91/2" 13'-0" 17' - 5 3/4" 2� 10' - 51/2" LIVING 3'-61/2" -05/8"L 3' - 2 1/2" BEDROOM 13'-25/8" -A526 9'-71/2" fM ZNI CO LO ♦ • CO CO • CO 3' - 4 3/4" FOR BALANCE OF INFO. unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS (3/A813 (81A811) 4/A881) rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" O.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. // 7// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS ��na�� dloA19 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 11A812x 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (1/A81 ' 4/A812) INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9'-0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 LIGHT FIXTURE - REFER TO DETAIL 141 SMOKE DETECTOR - SEE ELECTRICAL 0 SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 5/A812 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 2'-6" r-tlj L J 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR /• 1 • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES 60" DIA WHEELCHAIR TURNING CLEARANCE / MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS L� UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE E2IA813)C3/A813C7/A81 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" O.C. MAX. SEE DET. 11/A813 (���� 13/A814 & STRUCTURAL 8/A813 9/A813 UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. )12/A813) ,C1/W & STRUCTURAL UNIT INTERIOR PLUMBING I MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. c,13/A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL (8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL NO, OF MANAG EMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN -6 job no. B6079 drawn 0 a rn c 1st Plan Check Submittal 02/05/2019 O 2nd Plan Check Submittal 04/12/2019 u 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 0 � submittal revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 C / \ L n1 7V nL' W 0 O / \ c0 C A a) n O / \ 4- 0 a) O a) consultant: N L 0 _E r0 C C c0 O U a) I. • owner: c 0 a O a) a) 5 c0 L 0 a a a) U ct1 a) (i) 0 nL\ 0 L a a) c X a) L L rn Fytin`rtD FOR CODE COMEf fR; CE DEC 192019 BUREAU'VERITAE NORM AMERICA, I. C. WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT B6 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A526 Plot Date: 9/9/2019 10:15.00 AM Local File: C:\Users\rrnarinelarena\Ooc;umeats\B60i9_Cornposite_2O19_RMarirelarena.rvt Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 unit plan general notes: job no. B6079 KITCHEN D KITCHEN D BATH C n BATH C BATH B 1 rF AD1) BATH B 1 B 1) KITCHEN D EG) go KITCHEN D BATH C f BATH C • r BATH B 1 BATH B 1 IE� �A1 A) UNIT C1 — RCP SCALE: 1/4" = 1'-0" 21' -11" 1 H 1 t tR,'4 41 $ r1:i' 1 4.H t ? 3 :14 DINING 0 0 r T E-1 KITCHEN I L 1H REF. MOM 10'-13/8" UNIT C1 5'-85/8" LIVING U2 STIL 34 00 O Io 'DO @ 4th LEVEL UNITS BEDROOM U7-41 10'-91/2" {t� 1 II f{S 1 1 k II } '� USA- - I_ 1 tst / r $ j T 1 :11 W/D Si } blIMMENIENNUMBIENNE' ?: Imow MN 1 . 111 . INDIU EIC g.. INKI SEINE I EINU # 18 8 IN w8 ff CLO. iI CLO. II 17�41 II II II 2' - 3 1/2" LO • • M L w w BEDROOM 10' - 91/2" 1' - 01/2" N 0 U3 9' - 7 5/8" u I I � ---fi-Al---� I 1 I D1 I A531 —BATH TI I I L- I I -� 6'-101/2" 3'-11/2" 3'-2" 1 7'-10" U4 M L. BEDROOM W.I.C. Ck J:# f 'aintiffIDNIDNIMINDOMMUMMEN II H': I _ I I 3' -11 1/2" 7' - 51/2" 0) 2-HR FIREWALL AT UNITS: 127, 227, 327, & 417 REFER TO 200 SERIES 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 3lA813 (1--- 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL (4IA812Y 3/A812) 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL 11. FOR TV WALL MOUNT BACKING, SEE DETAIL 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS C 8/A811) 4/A881 rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. // DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 88=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS (1/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812) DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A81_2) INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 9/A812 11/A81� INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 99=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 4/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 rgIA812 LIGHT FIXTURE - REFER TO DETAIL 14/ SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL 8/A812 RECESSED LIGHTS PER ELECTRICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend 2-6 L J R 30" by 48" CLEAR FLOOR SPACE CENTERED FOR PARALLEL OR FORWARD APPROACH U.O.N. MANEUVERING CLEARANCE AT INTERIOR DOOR • 1 k • • MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES 60" DIA WHEELCHAIR r TURNING CLEARANCE / / MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS I o0I UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (2/A81)(3IA813Y71A813 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 @ 16" 0.C. MAX. SEE DET. 111A813i(8IA813)(9/A813) (13/A814, & STRUCTURAL UNIT INTERIOR FRAMING 2X4 © 16" O.C. MAX. SEE DET. 12/A813 11AH & STRUCTURAL UNIT INTERIOR PLUMBING I MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 13/A811) ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL E8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY" AND "TEL. NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN ▪ drawn 0 Q submittal 0) 1st Plan Check Submittal 0 2nd Plan Check Submittal can 3rd Plan Check Submittal 0 4th Plan Check Submittal -o Uc0 revision Revision 2 - 3rd P.C. Submittal 06/07/2019 a N L _ - 0 n 02/05/2019 04/1 2/201 9 06/07/2019 09/09/2019 date nL, W L 0 c C c0 a a U) Ua) a:i consultant: .0 0 c0 C a C c0 u) U a) U owner: L P U nL\ a a) L0 .0 U U a x a) a) L 0 I. c0 a n whole or 0 a) 0 0 L a a) _o 0 _c 0 C t0 a U a) U L E 0 0 Ti E a) a) 0 a) a 0 L a a) 0 X a) a) L a) L t0 0) C Ca L U _0 O a) I. C a) U 0) a a) U C c0 a - SHEET TITLE t0 U C 0) .(7) ( SHEET No ui -o c0 a) MEWED FOR CODE COMFLIR gCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, In. CC a) co cF- )> 0 )7 > 0 Q � Q >Ico aS CO)Cf) E o L m rnm WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT Cl — PLANS / INTERIOR ELEVATIONS A531 Plot Date: 9/9/2019 10:15.48 AM Local File: CAUser:;\rrnarinelarer. Do>;:t;::s nts;lr?C079_G•J7rr1Pv: ite_2t,1=9_RMarir:elarer;_3.rat Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. job no. B6079 drawn submittal 0 0 T KITCHEN B1 KITCHEN B1 BATH C BATH C D1 B1) • BATH B BATH B 1 KITCHEN B1 r KITCHEN B1 BATH C BATH C (E) BATH B OC (1 BATH B A? DECK BATH BEDROOM CLOSET CLO. BEDROOM / BEDROOM CLO.' / BATH/ i f /COAT /D\ LIVING KITCHEN Tr UNIT C2 - RCP io UNIT C2 • f 2 { L N REFER TO 200 SERIES 17' - 2 1/2" 14'-101/2" "FOR BALANCE OF INFO/ 2'-31/2" 10'-91/2" J 4'-11/2" 1'-11/2" T 5'-7" 3'-31/2" 6'-101/8" 13'-103/4" 3' - 6 3/4" Q. �Ka �1f Dti .01 Nee fh fir} k 1 $1 ri1 } 114 IN 3' - 5 7/8" E2) CV 1� 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3 PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL 3/A813) 14/A812 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL (8/A811) 11. FOR TV WALL MOUNT BACKING, SEE DETAIL C41A881) 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend 13/A812 NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" O.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. /// DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 41A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7'-6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812X 4/A812 DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812X 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 9/A812 11/A812 INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 41A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 LIGHT FIXTURE - REFER TO DETAIL 51A812X 81A812 RECESSED LIGHTS PER ELECTRICAL SMOKE DETECTOR - SEE ELECTRICAL SMOKE/ CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL NOTE: REFER TO TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN APPLIANCES ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. unit plan legend t 2,-6" / r 1 ; ‘-(130" by 48" CLEAR FLOOR SPACE i + 60" DIA WHEELCHAIR 4, CENTERED FOR PARALLEL OR i` i TURNING CLEARANCE 4 FORWARD APPROACH U.O.N. \` i \ ,� L J 1'-6" 411 h�1 • '-6" 1'-0" M Iq I MANEUVERING CLEARANCE AT INTERIOR DOOR MANEUVERING CLEARANCE AT DOOR WITHOUT CLOSER OR LATCHES MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE LEVEL PLATFORM WITH A SLOPE NO GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS UNIT SEPARATION WALL 2X4 STAGGERED ON 2X6 PLATES @ 16" O.C. MAX. SEE (21A81003/A813C7/A813 & SEE STRUCTURAL UNIT EXTERIOR FRAMING 2X6 © 16" O.C. MAX. SEE DET. 11/A813 8/A813 9/A813 (13/A814 & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. (2/A813),K/A881) & STRUCTURAL UNIT INTERIOR PLUMBING ! MECHANICAL FURRING 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. 1314311 ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W! TYPE "X" GYP. BD. PER DETAIL 8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY' AND "TEL NO, OF MANAGEMENT FOR TENANT TO CALL interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4 TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5 DOORS AND FRAMES TO BE SEMI -GLOSS. 6- REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date 71\- A n A consultant: owner: ELI;`IEVED FOR CODE COI►AELikila DEC 192019 BUREAU VERITAS NORM AMERICA, >- z a 0 >-- cc w a 0 cL cc 0 WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT C2 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A532 Plot Date: 9/9/2019 10:16.42 AM Local File: C:iUserslrrnarineiarena\Documgiants;83C0'-r9_Composite_2019_RMarineiarena.rvt Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT © DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL 4th P.C. SUBMITTAL 09/09/2019 BATH C 1 BATH B 1 (6Th BATH C1 KITCHEN D 'Hi BATH C 1 ,.. r BATH B 1 BATH B 1 KITCHEN D BATH C 1 (E) Ii li IIIIa BATH B 1 Al A1 ZNo 0) (I CV Co \ in BEDROOM /CLOSET CLOSET BATH - / %f / /r1 COAT BEDROOM UNIT C3 - RCP DECK LIVING KITCHEN W/D p BEDROOM CLOSET °BATH REFER TO 200 SERIES FOR BALANCE OF INFO. BEDROOM U7-3I CLOSET CLOSET 4' 21/2" UNIT C3 li- —ter 11 1 I I I 11 I I D1 1A533 i B1 1 L 1 BATH I BEDROOM • P 10'- 10 1/2" REFER TO 200 SERIES STC 34 LIVING n —jr u DW KITCHEN G P A I 1 REF. REFER TO 200 SERIES FOR BALANCE OF INFO. (2) FOR BALANCE OF INFO. BEDROOM 3'-10" 4'-3" B 3' - 9 1/2" N- N- M SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' unit plan general notes: 1. SEE PARTIAL ENLARGED PLANS A221a - A261d FOR EXTERIOR WINDOW AND DOOR LOCATIONS, BALCONY VARIATIONS, EXTERIOR WALL AND FURRING VARIATIONS. 2. PROVIDE A SMOKE DETECTOR AT EACH SLEEPING UNIT AND AT ROOMS OUTSIDE OF EACH SLEEPING AREA PER 2016 CBC 907.2.11.2 SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 3. PROVIDE CARBON MONOXIDE SENSORS AT UNITS PER 2016 CBC 420.4. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP. UNIT SHALL BE SFM-APPROVED 4. SMOKE AND CARBON MONOXIDE SENSORS AT ALL LOCATION WITHIN UNIT TO BE CAPABLE OF SUPPORTING VISIBLE ALARM NOTIFICATION DEVICE PER 2016 CBC 420.4.4, 907.5.2.3.4, AND NFPA 72 5. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING 6. VERIFY ALL MANUFACTURED PRODUCT SIZE & INSTALLATION REQUIREMENTS AND INSTALL ALL PRODUCTS IN CONFORMANCE WITH THEIR LISTING AND MFG. MANUFACTURED PRODUCT REQUIREMENTS AND LISTINGS TAKE PRECEDENT OVER INFORMATION INDICATED HEREWITH. NOTIFY ARCHITECT OF ANY CONFLICT PRIOR TO PROCEEDING 7. PROVIDE SLEEVES AND RODS WITHIN ALL CLOSETS. SHELVES TO BE 5/8" THK. WD. FACTORY PRIMED FIELD PAINTED. PROVIDE CONCEALED 2X BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT, VERIFY SUPPORT LOCATION REQUIREMENTS WITH SUPPLIER. PROVIDE AS FOLLOWS: A. ADAPTABLE UNIT COAT CLOSET & STANDARD BEDROOM CLOSET: • SINGLE SHELF 68" AFF • SINGLE ROD 66" AFF B. WALK IN CLOSETS (ADAPTABLE UNITS): • DOUBLE SHELF - 42" AFF & 82" AFF • DOUBLE ROD - 40" AFF & 42" AFF 8. FOR RECESSED LIGHT @ RATED FLOOR ASSEMBLY, SEE DETAIL (3/A813)( -/--- 3 9. FOR ELECTRICAL RECEPTABLE OUTLETS, CONTROLS OR SWITCHES, SEE DETAIL ...... -141A812 13/A812 10. FOR LOW VOLTAGE PANEL, WASHER & RANGE BOXES, SEE DETAIL E8/A81 1) 11. FOR TV WALL MOUNT BACKING, SEE DETAIL (4/A881) 12. PROVIDE WHITE FAUX WOOD HORIZONTAL BLINDS IN ALL THE UNITS rcp legend NOTE: ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. ///DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 8_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 11A812 4/A812 W/ DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 7_6" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 . \.‘ DROPPED LIGHT GAUGE MTL SOFFIT FRAMING TO OCCUR AT 77=0" (U.O.N.) ABOVE \\ .,..:\ FINISHED FLOOR. REFER TO DETAILS 1/A812 4/A812 INDICATES LINED JOIST BAY TO RECEIVE MECHANICAL DUCTWORK WITHIN RATED CEILING ASSEMBLY PER DETAILS 91A812 11/A812� INDICATES 5/8" TYPE 'X' GYP. BD. AT RATED ASSEMBLIES & 5/8" GYP. BD. AT NON- RATED ASSEMBLIES. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAILS 1/A812 4/A812 INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9_0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 5/A812 81A812 LIGHT FIXTURE - REFER TO DETAIL 14/A812 131A812 ., RECESSED LIGHTS PER ELECTRICAL WSMOKE DETECTOR - SEE ELECTRICAL SMOKE! CARBON MONOXIDE DETECTOR COMBO PER CBC 420- SEE ELECTRICAL MECH. GRILL - SEE MECHANICAL NOTE: REFER TO APPLIANCES LIGHTING, ARE TO BE APPROVAL TYPICAL BATHROOM/KITCHEN PLUMBING FIXTURES & KITCHEN ELEVATIONS, NOTES AND DETAILS A500 FOR ADDITIONAL INFORMATION. VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER WILL NOT BE ACCEPTED. unit plan legend 2'-6" t t 6 r 1 L J q � 'iz2 30" by 48" CLEAR FLOOR SPACE i i 60" DIA WHEELCHAIR CENTERED FOR PARALLEL OR \i TURNING CLEARANCE FORWARD APPROACH U.O.N. I I 1'-6" 1'-6" I ii M 1 I 111_1'-6" 4 ip I 4 itf �r - �I �.r �I 1. . l' 11 Q L J L_ MANEUVERING CLEARANCE MANEUVERING CLEARANCE AT INTERIOR DOOR AT DOOR WITHOUT CLOSER OR LATCHES NOTE: BOTH SIDES OF THE DOOR MANEUVERING CLEARANCE SHALL BE GREATER THAN 2% IN ANY DIRECTION UNIT INTERIOR WALLS MANEUVERING CLEARANCE AT DOOR WITH BOTH CLOSER AND LATCHES LEVEL PLATFORM WITH A SLOPE NO UNIT SEPARATION WALL W. 2X4 STAGGERED ON 2X6 PLATES @ 16" 0.C. MAX. SEE (2/A813)E3/A811)C7/A813) & SEE STRUCTURAL :. UNIT EXTERIOR FRAMING '' '.`F, 2X6 @ 16" 0.C. MAX. SEE DET. 11/A813 i/A813 4/A81313/A8144] & STRUCTURAL UNIT INTERIOR FRAMING 2X4 @ 16" O.C. MAX. SEE DET. 12/A813 ,(j/A881 & STRUCTURAL UNIT INTERIOR PLUMBING / MECHANICAL FURRING /, 2-1/2" MTL. STUD FRAMED FURRING WALL, SEE DET. (3/A811 1o000I ELECTRIC SUB PANEL RECESS INTO WALL FRAMING PRE -BD. STUDS W/ TYPE "X" GYP. BD. PER DETAIL E8/A811) ADD LABEL TO PANEL THAT READS "FOR MAINTENANCE PESONNEL ONLY AND "TEL. NO, OF MANAGEMENT FOR TENANT TO CALL. interior finish 1. UNLESS OTHERWISE NOTED, PROVIDE LEVEL 3 FINISH AS DEFINED BY GYPSUM CONSTRUCTION HANDBOOK WITH MEDIUM KNOCK DOWN TEXTURE AT ALL WALLS AND CEILINGS. PROVIDE PVA SEAL AND MIN. 2 COAT PAINT OR AS REQUIRED FOR HOMOGENEOUS COLOR. SEMI -GLOSS PAINT AT KITCHENS AND BATHS, SATIN WALLS AND FLAT CEILING AT ALL OTHER LOCATIONS. 2. INTERIOR WALL AND CEILING GYPSUM BOARD WILL BE 5/8" TYPE "X" GYP BD UNLESS INDICATED OTHERWISE IN FIRE ASSEMBLY DETAILS 3. ALL WALLS WITHIN BATHROOM AREAS TO RECEIVE 5/8" TYPE "X" PAPERLESS GYP BD. PREBOARD BEHIND TUB/SHOWER ENCLOSURE TO 5/8" TYPE "X" PAPERLESS GYP BD. 4. TRANSITION BETWEEN FINISHED FLOOR SURFACE (CHANGES IN LEVEL) MUST COMPLY WITH CBC 1131A 5. DOORS AND FRAMES TO BE SEMI -GLOSS. 6. REFER TO SHEET A431 & SPEC. BOOK FOR ADDITIONAL INFORMATOIN INDICATES AREA TO RECEIVE HARD SURFACE WOOD PLANK VINYL FINISH FLOORING AT ALL AREAS EXCEPT AT TILE AT BATHROOMS. ACOUSTIC UNDERLAYMENT TO OCCUR BELOW LIGHT WEIGHT FLR. TOPPING ONLY WITHIN THIS AREA. HARD SURFACE FINISH FLOORING PRODUCT @ DOORWAYS TO TERMINATE CENTERED BELOW DOOR. BASE: MDF PRIME AND PAINT TO MATCH WALL -d4(12 job no. B6079 drawn 0 a submittal c 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 u 3rd Plan Check Submittal 06/07/2019 0 C 4th Plan Check Submittal 09/09/2019 co R1 revision U 4) a Q) date consultant: owner: rEillEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, I?7C. cc w ci) >- FORE PROPERTY COMPANY WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 UNIT C3 - PLANS / INTERIOR ELEVATIONS SHEET TITLE SHEET No A533 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:17.36 AM Local File: C::U:sers\rrnar nelarenaiDocurrents\B60 9_Dornposite_20119_RMarinelarena.r,ri Consultant File Background Info: i 4 4 4 .4 o N CD in Co o) Co COURTYARD TRELLIS ABOVE v.M=µ TRELLIS ABOVE 6=- : 11 • N 1' -2" 4'-11/8" 101 40 7'-65/8" 102) T STC 38 18'-0" 9'-7" I 7'-5" I 14'-95/8" LOBBY #1 1B 1A 1D co Co I, MYRTLE RD. 2'-11/2"i, 11' -11 1/2" SIDEWALK 4 *MAMA AL0 vi5066560 ±6935 f6555555d56 5G69 Y+661665Gb 55551 55:35W.453 5y166 '% , ROOF ABOVE OFFICE #1 5A 5C A543 OFFICE # 2 6C A543 STORAGE 7' -11 1/2" 72' -.4 3/4" 2'-11/2" 3'-103/4" 4'-61/4" ROOF ABOVE 5' - 6 3/4" \- - - Z - 9A- 7 �y. R7 i 9 ' A543 • B- i - - RESTROOM �) 35' - 0 5/8" A813 ) 3'-6" 12-61/2" 12'-73/4" 3` i �1 iifa 4' - 61/4" • 3' -11 1/4" 3' -6 1/2" 60 555 5669S 9959950666 9 4D GYM 11'-4" 4A 4C 8'-41/2" ROOF ABOVE CID 0 3'-6" -------------------- 1 14 1\A813j NOTE: FINAL LAYOUT FOR EXERCISE MACHINES & EQUIPMENT IS TO BE DETERMINED BY OWNER REPRESENTATIVE / INTERIOR DESIGNER 24'-93/8" 6' - 6 1/4" OFFICE #3 Co • ELEVATOR #1 SEE (3/A65D N 5'-45/8" 9'-101/2" I 15' -3 1/8" 11' - 2 5/8" t ROR CID 4' -11 1/8" 5' -11 3/4" 1 10'-107/8" UNITY RM. 3A 3D A543 3B 3C 12'-71/2" LJLII I 6'-7" KITCHEN/BAR 1E I 13'-2" 6'-7" 30" REFRIGERATOR UNDERCOUNTER I 50'-61/2" 5'-4" 10'-95/8" I 11' - 21/2" 5'-101/2" 710 COMMUNITY CENTER ENLARGED PLAN SCALE: 1/4" = 1'-0" // 8A A543 CONFERENCE ROOM PEPERTYLINE .414 C`7 CD v plan notes A. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION & KEYNOTES. 1. FOR TYPICAL REST ROOM AND KITCHEN KEYNOTES & ADDITIONAL INFORMATION SEE SHEET A500 B. REFER TO GENERAL NOTE SHEETS FOR ADDITIONAL INFORMATION. KEYNOTES BELOW MAY NOT APPEAR ON ALL SHEETS general notes 1. 30"x48" SPACE SHALL BE PROVIDED NEXT TO EACH TYPE OF EXERCISE MACHINE PER SECT 1B236.1 2. MIN. 19" DEPTH FOR COMPUTER SEC 11B306.3.3 3. PROVIDE ELECTRICAL FLOOR OUTLETS FOR EQUIPMENT AS REQUIRED. VERIFY WITH OWNER EXACT QUANTITY AND LOCATIONS OF EQUIPMENT. 4. PUBLIC, AND COMMON SPACE FINISHES (INCLUDING BUT NOT LIMITED TO FLOORS, WALLS, AND CEILINGS) SHOWN TO ESTABLISH MIN. PERFORMANCE REQUIREMENTS AND ESTIMATING PURPOSES ONLY. REFER TO INTERIOR DESIGNER DRAWINGS FOR FINAL DESIGN. 5. SEE COMMUNITY CENTER RCP (A542) FOR CEILING HEIGHTS. 6. ASSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN ASSEMBLY AREAS IN CONFORMANCE WITH 11B-706 AS REQUIRED BY 11B-219 community center - plan legend STUD WALL N;'"'>:;' , 2X6 WOOD ON 2X6 PLATES 2X4 STAGGERED G - 2-1/2" MTL. STUD FRAMED FURRING WALL - SEE DET.3/A811) ADA/CBC DRINKING FOUNTAIN. HAWS DOUBLE DRINKING /' FOUNTAIN; DARK BRONZE (VERIFY WITH OWNER). INDICATES TEMPERED GLAZING INDICATES WINDOW TYPE SEE WINDOW SCHEDULE T - (AA A-E EMERGENCY ESCAPE & RESCUE — INDICATES STCOPENINGOPENING - SEE DETAIL 3/A821 T INDICATES MINIMUM STC VALUE - TYP. 1i T INDICATES DOOR TYPE SEE DOOR SCHEDULE - STC / \ 60" DIA. SPACE 1 :::::1`:``#€ RN FOF 30" x 48 l WHEELCHAIR i CLEARANCE tfillf !WHEELCHAIR £ # I CLEARANCE \ / L. L — — —J COMMUNITY CENTER PLUMBING FIXTURE CALCULATIONS: NOTE: CALCULATIONS ARE FOR PLAN CHECK ONLY. VERIFY ALL FIXTURES / CALCS WITH PLUMBING COMMUNITY CENTER NAME COMMUNITY CENTER AREA (SF) Load Factor Per 2016 CPC 422.1 Table A OCCUPANTS CONFERENCE 84 200 0.4 LEASING 379 200 1.9 OFFICE 274 200 4.1 TOTAL OCCUPANTS PER CPC 422.1 TABLE A: 6.4 REQUIRED / PROVIDED PLUMBING FIXTURES (2016 CPC 422.1) OCC WATER CLOSET URINAL LAVATORIES DRINKING FOUNTAIN SERVICE SINK A-3* MALE FEMALE MALE MALE FEMALE REQUIRED 1 1 1 1 1 1 1 PROVIDED 1 1 1 1 1 *A-3 MIN. PLUMBING FACILITIES REQUIREMENTS ARE APPLIED TO ALL SPACES FOR CONSERVATIVE DESIGN AND BECAUSE INCLUDED SPACES CLASSIFIED AS B OCCUPANCIES ARE ACCESSORY TO THE A-3 OCCUPANCY job no. a) B6079 • drawn 0 Q submittal O 1st Plan Check Submittal 02/05/2019 o 2nd Plan Check Submittal 04/12/2019 0 • 3rd Plan Check Submittal 06/07/2019 0oc 4th Plan Check Submittal 09/09/2019 ns c>1 o Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 a) revision date (1) consultant: 0 (0 C C (0 owner: r OEWED FOR CODE COMPUA4CE DEC 192019 BUREAU VERJTAS NORTH AMERICA, INC. cc LU >- CD 0 U >- cc w a cc cc u_ a w O WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 O CY) O O U (f)- 0 rCo V 0 J a) > 0 Co COMMUNITY CENTER - ENLARGED PLAN SHEET TITLE Plot Date: 9/9/2019 10:17.44 AM Local File: C:tiJserstrrnarinelarenatDocuments\B6079_Cornposite__201t9_RMarinelarena.rat Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' SHEET No A541 4th P.C. SUBMITTAL 09/09/2019 TRELLIS SEE C6/A854 LEASING SUITE A LOBBY // OFFICE #1 OFFICE # 2 STORAGE REST ROOM i i I .o. OFFICE #3 COMMUNITY CENTER RCP COMMUNITY ROOM SCALE: 1/4" = 1'-0" I I -- I i i CONFERENCE ROOM SCALE: 1/4"=1'-0" 0 2' 4' Oct_ 8' 12' reflected ceiling plan notes • ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE - BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. • LIGHTING, VENTS, SPRINKLERS AND ALL OTHER EXPOSED UTILITIES IN THE CEILING ARE TO BE NEATLY LAID OUT AND ALIGNED. MIS-ALINGED LAYOUTS WITHOUT OWNER APPROVAL WILL NOT BE ACCEPTED. reflected ceiling plan legend HATCH INDICATES DROPPED LIGHT GAUGE MTL. SOFFIT JOISTS ON TOP OF KITCHEN UPPER CABINETS AND BELOW RATED FLOOR CLG. OR ROOF TRUSS ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MANUFACTURERS SPAN CHART. BOTTOM OF SOFFIT FRAMING TO OCCUR AS INDICATED ON CEILING PLAN. SOFFIT HEIGHT: 7_0" (U.O.N.) ABOVE FINISHED FLOOR. HATCH INDICATES DROPPED LIGHT GAUGE MTL. SOFFIT JOISTS AND CRIPPLERS SPACED 16"O.C. BELOW RATED FLOOR CLG. OR ROOF TRUSS ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MANUFACTURERS SPAN CHART. BOTTOM OF SOFFIT FRAMING TO OCCUR AS INDICATED ON CEILING PLAN. SOFFIT HEIGHT: 8_0" (U.O.N.) ABOVE FINISHED FLOOR. HATCH INDICATES DROPPED LIGHT GAUGE MTL. SOFFIT JOISTS AND CRIPPLERS SPACED 16"O.C. BELOW RATED FLOOR CLG. OR ROOF TRUSS ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MANUFACTURERS SPAN CHART. BOTTOM OF SOFFIT FRAMING TO OCCUR AS INDICATED ON CEILING PLAN. SOFFIT HEIGHT: 8'-6" (U.O.N.) ABOVE FINISHED FLOOR. HATCH INDICATES LOCATION OF DUCTS RUNNING BETWEEN JOISTS. INDICATES EXTERIOR CEMENT PLASTER FINISH. FRAMING TO OCCUR AT 9'-0" (U.O.N.) ABOVE FINISHED FLOOR. REFER TO CEILING DETAIL 4/A812 0 INDICATES CORRIDOR RECESSED DOWNLIGHT, SEE ELECTRICAL PLANS FOR EMERGENCY LIGHT LOCATIONS ' INDICATES COVE MOUNTED LIGHT AT UNIT ENTRY, SEE ELECTRICAL PLANS i(i)i•ILLUMINATED EXIT SIGN - SEE ELECT. DWGS. EXIT SIGNS SHALL BE ILLUMINATED IN ACCORDANCE WITH SECTION 1003.2.8 OF THE C.B.C. "' SD SMOKE DETECTOR PER CBC SEC. 907.2.9.2 cso CARBON MONXIDE & SMOKE COMBO DETECTOR NOTES. 1. ALL DROPPED LIGHT GAUGE MTL SOFFIT JOIST AND CRIPPLERS SPACED 16" 0.C. BELOW RATED FLOOR/CLG. OR ROOF/CLG ASSEMBLY. JOIST SIZE TO COMPLY W/ STEEL MFG SPAN CHART. VERIFY THAT ALL REQ'D DUCTS, PIPES, ETC WILL FIT IN SOFFIT PRIOR TO CONSTRUCTION. PRE -BD ALL WALLS THAT EXTEND ABOVE SOFFITED AREAS WITH 5/8" TYPE "X" GYP BD. 2. VERIFY CLR. FOR DUCTS & PLMBG. PRIOR TO FRMG. SOFFITS SHALL NOT BE ANY WIDER OR DEEPER THAN REQ'D. a) 0 a Co C rco0 C 0 U 0 C ro U • a) 0 a) a) L 0 C ro -C La-) 0) -c 0 c C _ro a a) a) 0 col) 0) job no. B6079 drawn submittal 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date A A A A n consultant: N 0 ro C C ro U) 0 exclusive 0) EEl46EWED FOR CODE COMFLIAACE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. >- zo Q co o_ c)) O o oui ` o rc�a 0 CC u) Lil 2, O w ' CC (7) uU CC (13 O a WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 Q COMMUNITY CENTER RCP a) C ro a pc SHEET TITLE ro C 0) .0 SHEET No vi ro 0 A542 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:17.49 AM Local File: CAUser°vlrrnarin-elaienaiDocE-;m:>nts;B60 9_.'>rrtRo: itr:_2019_RMarir:eiarena.rat Consultant File Background Info: Co job no. B6079 7 RESTROOM INTERIOR ELEVATION SCALE: 1/4" = 1'-0" OFFICE #2 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" POST -SEE STRUCTURE GYM - INTERIOR ELEVATION SCALE: 1/4" = 1'-0" POST -SEE STRUCTURE NOTE: FOR TYPICAL REST ROOM AND KITCHEN KEYNOTES ADDITIONAL INFORMATION SEE SHEET A500 9D RESTROOM INTERIOR ELEVATION SCALE: 1/4" = 1'-0" OFFICE #2 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 4D COMMUNITY RM INTERIOR ELEVATION SCALE: 1 /4" = 1'-0" k3, 30" REFRIGERATOR UNDERCOUNTER ift m KITCHEN/BAR INTERIOR ELEVATION 2E) SCALE: 1/4" = 1'-0" WARMING DRAWER UNDERCOUNTER OPEN TO BEYOND `9C) RESTROOM INTERIOR ELEVATION SCALE: 1/4" = 1'-0" OFFICE #2 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" POST -SEE STRUCTURE GYM - INTERIOR ELEVATION SCALE: 1/4" = 1'-0" POST -SEE STRUCTURE • COMMUNITY RM INTERIOR ELEVATION k SCALE: 1/4" = 1'-0" POST - SEE STRUCTURE SLIDING FOLDING DOOR BEYOND LEASING INTERIOR ELEVATION SCALE: 1/4" = 1'-0" Co RESTROOM INTERIOR ELEVATION SCALE: 1/4" = 1'-0" Co O N- I • OFFICE #1 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" POST -SEE STRUCTURE 9A CONF. ROOM INTERIOR ELEVATION 8A SCALE: 1/4" = 1'-0" Co OFFICE #1 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" LEASING INTERIOR ELEVATION SCALE: 1/4" = 1'-0" SLIDING FOLDING DOOR J \ / OPE4I TO BIND GYM - INTERIOR ELEVATION SCALE: 1/4" = 1'-0" T NOTE: FOR TYPICAL REST ROOM AND KITCHEN KEYNOTES ADDITIONAL INFORMATION SEE SHEET A500 COMMUNITY RM INTERIOR ELEVATION SCALE: 1/4" = 1'-0' B SLIDING FOLDING DOOR C OFFICE #3 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" OFFICE #1 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 5B. POST -SEE STRUCTURE GYM - INTERIOR ELEVATION SCALE: 1/4" = 1'-0" POST - SEE STRUCTURE 4A 77A) 5A) ...... :..:.:. / f 0 (V LEASING INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 0 Co 0 0 COMMUNITY RM INTERIOR ELEVATION SCALE: 1/4" = 1'-0" SLIDING FOLDING DOOR LEASING INTERIOR ELEVATION SCALE: 1/4" = 1'-0" Co 4- 2A) SLIDING FOLDING DOOR 0 Zo • 0 Co drawn submittal 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 09/09/2019 revision date A n consultant: owner: E'LliEV ED FOR CODE COMPLIk9CE DEC 19 2019 BUREAU VERITAS NORTH AI ERICA, MC. CC a) CD LJ,J C PI- > Q L Q a? U co o- w E cm mscs rnm WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 18 Park Avenue, Los Gatos, CA 95030 COMMUNITY CENTER - INTERIOR ELEVATIONS SHEET TITLE A543 KITCHEN/BAR INTERIOR ELEVATION SCALE: 1 /4" = 1'-0" LOBBY INTERIOR ELEVATION SCALE: 1/4" = 1'-0" Plot Date: 9/9/2019 10:20.26 AM Local File: C:\User°slrmarinelarenaiDocuments;B6O79_Cornposite_2019_RMa:irelarenarvt Consultant File Background Info: 1 Di LOBBY INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 1C LOBBY INTERIOR ELEVATION SCALE: 1/4" = 1'-0" LOBBY INTERIOR ELEVATION SCALE: 1/4" = 1'-0" SHEET No 4th P.C. SUBMITTAL 09/09/2019 21' - 11 1/2" elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) -6 job no. a) B6079 (R2.6 .. "a 'Iuogia-mmin11: fL nt'1 [ ._Lt r :Cfi YEW -2 A844 CANE DETECTOR SEE :D- 3 ' �A845 ' l \ \. A844 ,I A843 N MOW NNW male 0 MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 0 0 0 CO 0 M 0 \ T.O.S. 20 EQ. RISERS @ 7" MAX. ROOF +70.53 - T.o.s. 4TH FLOOR AL +60.45 18 EQ. RISERS @ 7" MAX. T.O.S. 3RD FLOOR \ +50.37 18 EQ. RISERS © 7" MAX. T.o.s. 2ND FLOOR +40.28 18 EQ. RISERS © 7" MAX. 15 EQ. RISERS © 7" MAX. 18 EQ. RISERS © 7" MAX 1ST FLOOR +30.20 BASEMENT P1 AL +18.20 BASEMENT P2 +5.87 • (R2.6) 7'-5" LANDING 6 k A845 29'-01/4" 14'-8" ✓ 6' - 11 1/4" • 16 TREADS @ 11" (,\ A843) \ A845 STAIR #1 - ROOF FLOOR 29'-01/4" LANDING I R3.8 5 1 /2" 6' - 01 /2" LANDING A845 �I k. 15'-7" 6' -11 1/4" 17 TREADS @ 11" 5 A845 4 , A845 LANDING /4 A843) CV CO 10 W 1I I 1� I 1 1 ' I I 11 �I J I J I r _I 1.1 f �l I I I I I I J 11 r ry ..r �r�• rr...... ...fr .,.�.• f J 0 / 7 1 10 A843 ) J 0 I• II• 4 4, co ao ',\A845 ; 6 `A6 • L_J 7' - 8 1/4" LANDING 3 1\ A845 ,% lu 7'-4" 8 TREADS @ 11" 6' - 11 1/4" LANDING 4, TRANSITION @3RD FL .:."_2_�_T_2.2_.Z_._2.2.2_Z_T_�_._2_ _Z_2_Z_2_�_Z_2_._._I_Ia_2_.._._ . . U J U A845 STAIR #1 - 2ND/3RD FLOOR 1 1/4 6 A845 :( 6 A611; m 21' - 11 1 /2" a I; r - ',I A843,i L I, � y 'R3 8 7' - 8 1/4" ✓ 7'-4" ✓ 6'-111/4" LANDING f 3 \--i A845 8 TREADS @ 11" 11� , A843 4 ,A843 i LANDING A_ IKK*.:�Z�ZA�Z�Z�Z� ►Z�Z�:�Z�Z�AIC.I4 ANI ems! u _ Z I I I I I n H I I I A843 ) L\_._-r-.z----1 0 L • j z 4 •v A845 ;% 5' -1 1/4" 4 \ A843 11'-0" 12 TREADS @ 11" STAIR #1 - 1ST FLOOR 6 \A611 (G3 ) 5'-0" 21' - 5' - 10 1/4" II 6' - 5" 8 TREADS ✓ LANDING 3) 10'-4" 4, / 5 \ ( 7 <, A844 ; \ A843 , @11"TOLVL.P1 10' - 1" LANDING 6'-8" 1 11 TREADS @ 11" TO LVL. 1 4 `\\ / 11 , 6 �\, A844 �843 r A844 r \ LANDING %4 �. \ A843 � I N N N N N N N N N N Z 2 u) _ I a I..L \ H C/) 2 �4 A843// [I 0 \\\N\\N\N 2 A844 5'-0" 6'-5" LANDING / 7 TREADS @ 11" / STAIR #1 - P1 FLOOR \,A611 / • 5'-0" LANDING 8'-3" 21' - II I CV CO co \\\\\\\\\\\ 4 \ A843 10'-4" LANDING 2 8'-6" LANDING d 1 ZNI co 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2016 CBC 1007.2.1 ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS , TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE AT LEAST ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR (2016 CBC 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE) THE SYMBOL SHALL NOT BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA EACH SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE (//41-6)C9./A.T7) stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE T' 2. MAX STAIR TREAD WIDTH SHALL BE 11" 3 MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44'' 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 3/8" 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) 6. MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON C4/A8q 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE (3/A818)(4/A81 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE .E A022 ) :(72 drawn b_ submittal 1st Plan Check Submittal (!) 2nd Plan Check Submittal w 3rd Plan Check Submittal S 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 -FD consultant: 0 E owner: iTsw LD xa 0 a shall not a if; (7, 46 a:OEWED FOR CODE COMPLIAACE BUREAU VER1TAS NORTH AMERICA, MC. CC a) 0 c cps < < to a) (1) E ai CD WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 18 Park Avenue, Los Gatos, CA 95030 STAIR #1 PLANS AND El? SECTION P SHEET TITLE STAIR #1 - SECTION Plot Date: 919/2019 10:25, 13 AM Local File: C:: \Users‘rmarinelarenalDocuments\B6079_Composite_2019_RMarinelarena.rat Consultant File Background Info: STAIR #1 - 4TH FLOOR i 4 A845 A843 STAIR #1 - P2 FLOOR CANE DETECTOR SEE ' A843 \ A843 I (I( 0 2' 4' (T) SHEET No -o A61 1 4th P.C. SUBMITTAL 09/09/2019 8'-6" fr elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2016 CBC 1007.2.1 job no. B6079 drawn submittal MAXIMUM ALLOWABLE BLDG HEIGHT AL +75.47 T.O.S. N♦ \ U, 0 CANE DETECTOR SEE 6/A843 STAIR #2 - SECTION r 0 r 0 0 T.O.S. 20 EQ. RISERS @ 7' MAX. ROOF AL +70.53 T.O.S. 4TH FLOOR R L +60.45 18 EQ. RISERS @ 7' MAX. T.0 S. 3RD FLOOR S 18 EQ. RISERS @ 7" MAX. 18 EQ. RISERS @ 7" MAX. +50.37 T.O.S. 2ND FLOOR R +40.28 1ST FLOOR /L +30.20 - w 4 co M co ti (9 _z 5 z J ♦ 10 TREADS @ 11" (a 0 z J A843 i 5 A845 l ,/ 3 I A845 ;} ` 7 \ A843 l STAIR #2 - ROOF FLOOR 4 `. A621 1 ;7J4\\ \ A843 } 4 \ A845 ' 5 \ A845 3 A845// 2 R7.3 co 4 A843 ♦ • STAIR #2 - 2ND, 3RD, 4TH FLOOR 4a A621 2'-10" L_6, \ A843 STAIR #2 - 1ST FLOOR 11/2" 44" MIN. CLR. i.� tiO 1"‘1116I 111 0% ►ii .14 -Alit AM 4♦ H 1 i ►� i l ► I 11 iM • tv Ism ti .71 • z_ 0 z ♦ (9 z_ 5 z J • (3) \. A845 1 11� A843 ) 6 A845) ti M Lc) 2� ♦ (9 z 0 z 8 TREADS @ 11" ♦ z 0 Qz (0 N EMERGENCY RESPONDER RADIO SYSTEM SHAFT ♦ 11 \ \ A843 -` 5 ‘ A845 % �A843 ♦ z 0 z J ♦ ♦ 8 TREADS @ 11" C9 z 0 z Q ♦ 2. ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS , TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003. (PER 2016 CBC 1007.41 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) 4. IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE AT LEAST ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) 5. AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR. (2016 CBC 3002.4 & 3002.4a) 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) 7. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE THRESHOLD. (2016 CBC 3002.4.5a, 3002.4.6a, 3002.4.7a) 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. 9. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE (-2/A816 (9/A817 stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE 7" 2. MAX STAIR TREAD WIDTH SHALL BE 11" 3. MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44" 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 3/8" 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON (4/A843) 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE (3/A818) C4TA816 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE {-A022 SCALE: 1/4"=1'-0" 2' 4' 8' 12' 1st Plan Check Submittal 2nd Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal 02/05/2019 04/12/2019 06/07/2019 09/09/2019 revision date Revision 1 - 2nd P.C. Submittal 04/12/2019 A A n A n n n A n consultant: owner: ',ti`rv!EaEO FOR CODE COMFLII9CE DEC 19 2019 8UREAI) VERITAS NORTH AMERICA, COMPANY ›.- �I- CC W o �� Q0_ W � aa O �U ai co CC ;, � CI_ ›... co cy) , co c cc O •L O flo,co II. WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.31 0.217.0425 18 Park Avenue, Los Gatos, CA 95030 STAIR #2 PLANS AND SECTION SHEET TITLE SHEET No A621 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:25.31 AM Local File: C:\Users\rrnarinelarena\Dor;t_ nents\B6079_Cornpasite_2019_RMarinelarena.rvt Consultant File Background Info: MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 v T.O.S. ROOF r` +70.53 T.o.s. 4TH FLOOR - +60.45 T.O.S. 3RD FLOOR +50.37 17 T.O.s. 2ND FLOOR - - - +40.28 '.7V 1 ST FLOOR - +30.20 BASEMENT P1 +18.20 BASEMENT P2 +5.87 A 4 SEE 6/A843 v ` STAIR #3 - SECTION C F- r C Q LL F- a v a is 8'- 7 1 /2" STAIR #3 - ROOF FLOOR STAIR #3 - 2ND-4TH F LOO R 5 11. G14 11. STAIR #3 - 1 ST FLOOR 3 G14 9'- 8 1 /4" A631 ' ('� A8 A8 44 Fe 4' - GA " ;II �44 MIN."---- -- 44" MIN. 0 -- / -'�.` L7 i� z / �. BTW. STRNG. BTW. STRNG. ' 4 Z Q \A\ 4 - ` A 4 - g 6 A844 ' A843) J W > W J 0 F- _ U '- ----',----- U A843 �. CI W I �----- - - � A844 i o N �- r u ,0 �Q W A843 J N 0 (V STAIR #3 - P1 FLOOR 2 G14 7 5/8" 8'- 5" 7 5/8" C9 z z i4�'� n= V � CO - 0 a CANE DETECTOR SEE 6/A843 F / i 6 5 A 3 A844 ' O_ J---------- 44" MIN. 44" MIN. OTW. STRNG. TW. STRNG. UP 6� �AA 5 C� FS 3 ' Q A844 _ U8 o U) r Q w A843� � i N STAIR #3_- P2 FLOOR _(1 ) elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2O16 CBC 1007.2.1 2. ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003. (PER 2016 CBC 1007.4) 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) 4. IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE AT LEAST ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) 5. AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR. (2016 CBC 3002.4 8 3002.4a) 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) 7. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE THRESHOLD. (2016 CBC 3002.4.5a, 3002.4.6a, 3002.4.7a) 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. Al 9. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON........ 1 A841 I A842 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE :.................... Z 816 91A817 stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE 7" 2. MAX STAIR TREAD WIDTH SHALL BE 11" 3. MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44" 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 3/9, 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) 6. MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON ........................... 41A843 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE: .......................... 31A816 41A816 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE ...................................................... -pp22 SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' job no. B6079 �5 drawn 0 Q submittal U 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal n 3rd Plan Check Submittal -04/12/2019 06/07/2019 0 4th Plan Check Submittal 09/09/2019 - c� U 0 5= revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 -o Q 0) L 0 C c� L ^L` W 0 -- W ctf v �- 0 N DL 0 N N L consultant: N L 0 M C C c� N U 0? O owner: L c� m 0 S= 0 U) nL` W Q W rn aD ^L 1.L xn,, nW W 0 LL z 0 Q C:) 0 O L i9 WED FOR CODE C01,1FLIANCE J 0*) DEC 19 2019 ® Q U o BUREAU VERITAS NORTH AfAERICA, V.1C. a W 0 Q) -0 >_ co 0 �Q)o �0 C Wo 0 02) EL a) 40 CU �= o > U [ [ J to E E i o D_ E C)(D N O 00 �' rn oo U_ 0 _ t� Q D_ _ o WITHEE MALCOLM L ARCHITECTS, LLP C w . cF 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 N�-9� FN. 2-Q C STAIR #3 PLANS AND Q. °' SECTION C tTf Q -a SHEET TITLE M SHEET No A631 rn 4th P.C. SUBMITTAL 09/09/2019 M Plot Date: 919/2019 10:25:58.AM Local File: O:\Users\rrnarinelarenalDocLi:r:,xritsB6v79_Cornpos-itc._2019_RMarineia.,eria.rvt Consultant File Background Info: GI RM T.O. RAILING • u , z Il +29.99' I=16 SEE CIVIL ��__ A843 i 1ST FLOOR �__..,;, +30.20=l A843 <-: �[=F11-_! 14 i -- I`I_I _f l I !_-f l; I f= [1-LU I I I -Ilk _ __ _ DRAINAGE.11=II- i I I I i l7 I f WHE OCCURS {:_k I L-i [__ L (k-=f [ l I ]-=_ I I . I-I_� I kl I f_ R-1 ! f-1IL I l k w 1 I SEE PLUMBING, , I f=. k _-111= . I_! I-_-I_I w k k 'III - r=1: III I kI�1.1=I:I 1IL I lI 1 I-IIk IIh;� BASEMENT P1 fli �t' - P-A .: 111�1111 1 .`a CD i l +18.20 TI d a a a e �-t•--.iIL..:-.1�3' � I`-�-�li;-1:u:-.` .._::I1 :Il.�.�:�i�l'a-'114- .` :II:!��t,tl.'.�J:!t.. 11:1:-�'�k-1-J;-.-},I-!k::-Lf1......!.l"�Il(-.1��=i1P.�a�ll.......r.l-:11}�;r�-•--�Ir!=.1�1=-rr� STAIR # 6 SECTION +29.3' SEE CIVIL CONCRETE WALL SEE STRUCTURE RM GI --------------------------------- ------------------- - ; .. .... _.. .... _.. _. _ _ T.o.s. 2ND FLOOR__ - f F --- .....---------- ..... . ........ .:: .. __ -..-. . _ +40.28 ..................... .................. ......... ....... .................. ......... _- 16 1 A843 ,i _ - ^1 T.O. RAILING -.... ..... _.. , I _._ - A852 Zo SIM. +29.99, M I �I. SEE CIVIL +29.3' ... ......... ......... ......... - - - I a ' - - 1 ST FLOOR SEE CIVIL `�- - - - ;, _ /r +30.20 ------------ i- f Ilk I' Ili=1 1= II I kmmlll I��F+ i } 11 I STAIR HANDRAIL hI=I IIIIII I'll I I i II' fkI A84� @ I --III I f - III �_ III � I � �< \ WALL I l k I -III 1 1 d 13 I k 'T O.OPENING -� : -{- I 1 ±1 I A$43 , - � , , I -- 1 I 1=11 k :i l 1 I'-1 ( I I k I'I ill L f \ i I I I r I I lam' 1 11 I I I I I I I f^III [ I l 1 11 FBI I I-k AB III- r w 1k 1, Ik 11[-11k LI!=III I,l 111--. kl I rklf III , Il I 11-i I I k I[ -mil I( II k I F; ,I I ! l I1-I 1 I =1:' I! OPEN d - 11;k I I I I (:-111 I' I I I I' { k' �- I I=1 k1 Il_I I I TO PARKING P1 I k I l w z' l (-,III 1 I I I [ III I __--i I' -1 I= ,:;�. - - III. - •:. N I I_I 11 (I k( 'Ilk �I I I I I1 BEYOND -I 11 I z k11, Ik-Ilk' I1i=1111 :1k 11 it 1i11 Z) l. I 11=1 l l kk I I I I k l k I k I a. 1 11 I I I k-1,f_ I l l ,a 11 }_�I k I I i I II I k- I1 I^ 1 I I►-(k`1, f 1 I -1� 14`�: I ik I �, ___L� 1I' LI!III k_1=1I1-1.-III ;1 I i1�1 _-k lL_ k k III l . II Ii-1 1 II'k i. III Ire:`., 4 ;.T�; i \ k(II ;j. U kh I1 1L1 1I� II, II'Tl:k I_LI=ll1-1 J 1IfTlrJ IIII_ �I !!I !if ^i'I I_ I I-=1 I k 11;=11 I l: I k h I I-III=1 I 11 f i. I I I[ l I' f I j l I-1 Lk- I. -1 [, I - -{ .:•d: e d n- _I;k I1-k_k,-1Ir " d °. d a s A a kk1 1 l =1 1 1- f t --1 i I I r-! _-k I G. -1!. ail r l:-1 r i l ; I-! } l l_ ! _ 1- : ; _ I f k I I I _I-1 I l I .�I I I k 1 I I 11 I I I I I 1 11 l �l 1 ;:I LL-.- - 11=1. k-I ! `f-1 11=11 I k I I-Ir 1 I -1' I-1 ! k=11(- - - _-.-EXTEND SLAB TO P1 LEVEL TI I'I ,1:-;11-1 ! t III l l I lEI I I-111E = I 1 Ek I!I^I I I� k I 1, k=l l' k- 1 i=7' I I�I I I:-1' 1.1 1.1 Imo: I':�=1 k 111 I I I l I k I I l _l�l I; 1 t!=:It-lrr-111 1r)Y=11-11i_ I:1.- SEE STRUCTURE STAIR #6 - SECTION DRAIN WHERE OCCURS 6 SEE PLUMBING - Ar G15 ' 7 641 l' -jam -6 A641�' 4'-2" 811 +29.99' SEE CIVIL CV i GI--- ---- - - - - - ---- - -- -- ------ -- ---- zo Q J LO ----- - ----- - ----- - ----- -- ----- - --- - IT u DIN. 1--__+29.3' 16 } SEE CIVIL ..... A843 ; STAIR #6 @ 1-ST FLOOR 5 Plot Date: 919/2019 10:26.32 AM Local File: C:\Users\rmarineiarer?a1Doet::;-!giants,B6v'•r"9_,'lornPo,<it-=-201=s_RMarinelar,ar:a.rvt Consultant File Background Info: ac Lr. r STAIR #6 @SUB P1 FLOOR 4 w v U) W 00 N --- 2 ao 0 O w M rn d W STAIR #4 AND #5 -SECTION 3 A641 17) STAIR #5 - P1 FLOOR PARKING �5 STAIR #4- P2 FLOOR =1 0 Q LU -1 ST FLOOR Air +30.20 BASEMENT P1 +18.20 BASEMENT P2 Alp - +5.87 3 elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2O16 CBC 1007.2.1 2. ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003. (PER 2016 CBC 1007.41 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) 4. IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE AT LEAST ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) 5. AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR. (2016 CBC 3002.4 & 3002.4a) 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) 7. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVA TOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE THRESHOLD. (2016 CBC 3002.4.5a, 3002.4.6a, 3002.4.7a) 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. A 9. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON........ -I A841 1 A842 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE: .................... 21A816 91A81 stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE 7" 2. MAX STAIR TREAD WIDTH SHALL BE 11" 3. MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44" 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 3/8" 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) 0 6. MINIMUM CRITICAL RADI ANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON ........................... 4/A843 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE: .......................... 31A816 41A816 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE ...................................................... -ggg2 SCALE: 114"=1'-0" 0 2' 4' 8' 12' job no. B6079 drawn 0 Q submittal 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal - - - -- - 04/12/2019 3rd Plan Check Submittal 06/07/2019 o-- 4th Plan Check Submittal - - -- 09/09/2019 - U 0 revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 Q N- - - - - - 0 0 nL` W S►. 0 o consultant: N 0 D 0 U N U owner: L c`3 W 0 0 U E a) Q Z) L c^� c L o '►.�6� Q M o 10 FOR CODE COMPLIkCr n p DEC 19 2019 2 LO M o BUREAU VERITAS NORiM kiViERICA, Q D ® CU 00 - oL M 0 rr N p (D T_ CE cn 0 �--- I'' `� - Q Q �Q 0 aD (v M ^^,, W L E � `V 0) 0 E C:) (j cc,:3v LL 00 7 Q 0 Q X1 0) o WITHEE MALCOLM s✓ ARCHITECTS, LLP AR ti 2251 West 190th Street Torrance, Ca 90504 N� No. C-9049 t. 310.217.8885 f.310.217.0425 FOFCALAFO 0) U STAIR #4, #51 #6 PLANS AND Q SECTIONS c� Q SHEET TITLE c� � SHEET No A641 4th P.C. SUBMITTAL 09/09/2019 c� ........... ROOF DECK SEE LANDSCAPE 8'- 10 1 /2" 3'- 6" 11 1 /2" ELEVATOR ROOF ACCESS LADDER ROOF +70.53 4TH FLOOR +60.45 D FLOOR +50.37 -2ND FLOOR +40.28 Iry ST FLOOR +30.20 CR5 / 6 �R 3 A651 ELEVATOR #1 @ ROOF FLOOR SCALE: 1 /4" = V-0" JG1 6 A651 TOR #1 3BY i 8'- 10 1 /2" UNIT 8' - 8" CLR. HOISTWAY VERIFY W/ MFR. R5 (�'��� (R5.3) A651� ELEVATOR #1 @ 2ND-4TH FLOOR SCALE: 1 /4" = V-0" �i ELEVATOR #1 @ P1 FLOOR SCALE: 1 /4" = V-0" 0 (V MENT P1 +18.20 N 3A EMENT P2 - a +5.87 ' J Gx3 GF) - - ELEVATOR #1 SECTION SCALE: 1 /4" = V-0" IJLf[. f IV11171 VV!'l I VLR11 I VV/ IVII I\. 6 ------ R5.3 ELEVATOR #1 @ 1ST FLOOR SCALE: 1 /4" = V-0" 6 '. A651 r' G7.2 19' - 5" y G7 19' - 5" G7� 7'-95/8" AMUNITY ROOM )RB.7) L r Q n RC.3 - {GC.9) - - -- -- -- -- ---- -- - -- ---- ---- -- ---- elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2O16 CBC 1007.2.1 2. ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003. (PER 2016 CBC 1007.4) 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) 4. IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE AT LEAST ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) 5. AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR. (2016 CBC 3002.4 813002.4a) 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) 7. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE THRESHOLD. (2016 CBC 3002.4.5a, 3002.4.6a, 3002.4.7a) 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. Al 9. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON........ 1 A841 1 A842 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE: .................... 2/A816 9/A817 stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE 7" 2. MAX STAIR TREAD WIDTH SHALL BE 11" 3. MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44" 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 30, 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) 6. MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON ........................... 4/A84� 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE: ..........................C3/A816 4/A81� 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE ...................................................... A422 job no. B6079 s drawn 0- submittal U 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal - 04/12/2019 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal 091/09/2019 U 0 C revision date U N 0 Revision 1 - 2nd P.C. Submittal 04/12/2019 LC 0 M L a L W cif U 0 -- - - 4- 0 0) U 0 L consultant: N L 0 4- D M c C c� 4- 4- (D U owner: L c� 0 C 0 to C W Q N L L 0 ^L S.L n� W L Q x a� 0 0 L D- 0 C:) oco 6VIE'm'ilIED FOR CODE COMPLIANCE CD� IA�iC� c DEC 19 2019 (3) Q) BUREAU VERITAS NORTH AMERICA, IN& Q OU a O N N rr (1) O cD N W O > d' J Q �Q 0 cc a N s ? CL > U U) E t13 E M c 0 co W � C:)'� OD- < a� N 00 LJLJ rn CO LL 0 Q 0 ^L 1.L W co D U x 0) o WITHEE MALCOLM L ARCHITECTS, LLP Aq w//2251 West 190th Street Torrance, Ca 90504 co No. 049 t. 310.217.8885 f.310.217.0425 � cOFCAL\F`� +1 - C 0 U Q ELEVATOR #1 PLANS AND SECTION c� -a SHEET TITLE ELEVATOR #1 @ P2 FLOOR SCALE: 1 /4" = V-0" Plot Date: 91;9/2019 10:2c:5 AN111 Local File: C:: iiJ rs;rri�a.r;nsiarer�_:;J:SCE_i=Y;aarit�'tL?6v"7�3_C:+�rr�p�= itv_2019_R?tllariri�la; . r.a.r,rt Consultant File Background Info: SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' Q) SHEET No A651 4th P.C. SUBMITTAL 09/09/2019 ROOF +70.53 4TH FLO.� +60.45 3RD FLOI +50.37 2ND FLO( +40.28 )R T., 1ST FLOC +30.20 DR T. O R T. BASEMq +18.20 BASEMEJ +5.87 )R JT P' JT P: 1-DCC J 1 muu I UMM SIDEWALK F_ _.. ..... .. - . I� F .� .. ::>.. f` <� f....:::........:: R 1l-� R13 - - I I! a� o °jrJ ii 41 ^i ROOF -- +70.53 4TH FLOOR +60.45 3RD FLOOR +50.37 LAB E \ 2ND FLOOR *117 +40.28 RETE E �M E 1 ST FLOOR VIP +30.20 'E BASEMENTI +18.20 BASEMENT +5.87 ELEVATOR #2 SECTION 8 Plot Date: 91;9/2019 10:28.06 AM Local File: C:\;Jser'a\rrnarinelarenatDoci-r=r•::ants;B60'79_Corrioositn_2019_RMarinelareria.rvt Consultant File Background Info: ELEVATOR #2 SECTION "II 7 A652 j PACKAGE ROOM i 2 ,\ A881 MAIL ROOM �-- ; �j q e:. ILit it u MAILROOM ELEVATION 6 11. A652' R 13 STAIR 03 :op ri COUNTER 8 A652,% ELEVATOR # 2 @ 2ND - 4TH FLOOR 4 OG14 11. , 14. MYRTLE ROAD R13 ----- -- ----;% �652 � CURB LINE % 6 FIXED LATCHED SID EWALK ------- DOOR - OPEARATED A652 i ' AS MOVE -IN ONLY PROPERTY LINE 7 / STC 34 126 T -- - STC 34 A 4' - 01/2" 36" T- 4" LIP Zo OPE ING >>"% FURRED WALL-,, 8'- 8 3/8" CLR. HO STWAY VERIFY W/ M R. SIC ►; � J 1 8 r i 5 A652� / STAIR 03 6 A652 N N I I I I - - - - - - - -' 4' - 5" 2 A881 CORRIDOR 28.80'-„ n/ - --- -- _-- W' N Q w N DN. 11 { 30.20 w w NORTH-WEST z O LOBBY ><>�:::>: o - i 91/2 i I ° w: '• °W, lw w 5 A652 w :-W_� - _ U MAIL ROOM -o: N Y-113/8 3'-0" 8 A652 PACKAGE ROOM • , I I I 4'- 01/6' 6'- 0" 9' - 4" G14 13! r 7 iR14. ELEVATOR #2 / LOBBY #2 / MAIL ROOM @ 1 ST FLOOR 3� elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST 0 REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2O16 CBC 1007.2.1 2. ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPT 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTI 27 AND SECTION 3003. (PER 2016 CBC 1007.41 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHAR COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) 4. IN BUILDINGS GRADE PLANE AT LEAST ONE ELEVATOR UI INGS FOUR OR MORE STORIES ABOVE OR BELOW R D SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) 5. AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR. (2016 CB 3002.4 & 3002.4a) 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KI SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) 7. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EAC SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE THRESHOLD. (2016 CBC 3002.4.5a, 3002.4.6a, 3002.4.7a) 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTE IN ACCORDANCE WITH SECTION 714. Al 9. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON........ 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE: .................... 21A816 9/A817 stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE 7" 2. MAX STAIR TREAD WIDTH SHALL BE I V 3. MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44" 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 31 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) 6. MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON ........................... 41A843 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE: ....................... 3IA816 41A816 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE ...................................................... A022 6 G14 may-A652i' R13 9'-111J4 5'-03/9' GA d ad b - = CID y -- 8'- 8 3/8" CLR. HOISTWAY VERIFY W/MFR. 777777777 - / OJ�J��1 P115 ELECT. ROOMI -_ _-P� I = w Olib -- -- , -- �� � A652 I o \ 2 OPENI G g. _ 4„` A652 ELEVATOR #2 @ P1 FLOOR 2 6 (G14 A652; R13 9' - 11 1 /4" • • Co M ' O 8'- 8 3/8" CLR. HOISTWAY VERIFY W/ MFR. -- STORAGE I cM w 0 J a in 8 `;.. --- A652 ;' / \�A652' �20:9 I 6 1 /4" 3' - 6" OPE ING g' _ 4" 7 5/8" 5'- 0" i 6 �f---------------- A652 i ELEVATOR #2 @ P2 FLOOR SCALE: 1/4"=1'-0" 0 2' 4' 8' 12' -0 job no. B6079 Q) T) drawn 0 Q submittal 0) 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 U 0 I ME revision date U 0) o Revision 1 - 2nd P.C. Submittal 04/12/2019 L Q L 0 tit L N- _ - - ---- -- - - 0 - - ---- - --- --- - - - -- --- -- c� DL / \ 0) N 0) 0 (D a) L consultant: N s 4-1 - c� U 0) U owner: L c� U 0 0 E WnL, /-� 0) 4- L L 0 a 0 o a� L Q nx, W N s L 4-1 Q L O o M a� 0 !' O R�8€'�'ND FOR CODE COMP�.iA�'9C�: DEC 19 2019 BUREAU VERITAS NORTH ANIERICA, INSL 0c) 0 a O 0) Q) /� -0 \V 0 o cD Cc Cn � O 111 O � > W 0 O > CU U L W E vv E CU � 0 r CU CO_ O .� a- a� GN) ® 00 �m LLs 0 Q 0 L a aD .L 0) L WITHEE MALCOLM ARCHITECTS, LLP Oa A 2251 West 190th Street 70 P� tiF� � Torrance, Ca 90504 N No. C-9049 t. 310.217.8885 f.310.217.0425 Q 0) 0) U - Q ELEVATOR #2 / LOBBY #2 / MAIL ROOM PLAN & U t� SECTIONS Q -a SHEET TITLE c� SHEET No A652 4th P.C. SUBMITTAL M 09/09/2019 elevator notes (ELEVATOR SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) job no. B6079 a) 15 drawn COURTYA I-' R5 (R5.3( TMA0LI f1 LJI ITC TRASH CHUTE SECTION- ----- T.-O.S. ROOF +70.53 T.o.s. 4TH FLOOR +60.45 �- -__ T.O.S. 3RD FLOOR +50.37 T.o.s. 2ND FLOOR +40.28 1ST FLOOR +30.20 ` _ BE SELF- OR IATION OF A SMOKE i SECTION 716.5.9.3, LOSING DEVICES -HE SHAFT AND THE BASEMENT P1 +18.20 0 CV 6 \ A831 T.o.s. ROOF Al +70.53 T.o.s. 4TH FLOOR +60.45 �- .T.o.s. 3RD FLOOR 19 - +50.37 T.o s. 2ND FLOOR +40.28 `- COURTYARD 1ST FLOOR +30.20 BASEMENT P1 00 +18.20 0 (V L_ 00 M ELEVA I UK #1 LOBBY FOTTRIMM / 4 t, A661 R5 R5.3 CI =%1ATn0 W4 QLJAC cr: TRASH CHUTE a@ ROOF FLOOR �4� � A661 r� R5) R5.3 5 1 /2" TRASH ROOM/CHUTE @ 2ND-4TH FLOORZ 8'- 1 7/8" 1 3/8" G7) G8 TRASH CHUTE SECTION TRASH ROOM/CHUTE @ P1 FLOOR J -- -- - - ----- - ----- - ----- - ----- - ----- - ----- 91-91, 18' - 0 1/4" 1. IN BUILDING FOUR OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQ'D ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2O16 CBC 1007.2.1 2. ACCESSIBLE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003. (PER 2016 CBC 1007.4) 3. TWO WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE COMPLYING WITH SECTIONS 1007.8.1 AND 1007.8.2 (PER 2016 CBC 1007.8) 4. IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE AT LEAST ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (2016 CBC 3002.4) 5. AT LEAST ONE ELEVATOR SHALL BE OF SUCH SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXLUDING RETURN PANELS NOT LESS THAN 80" BY 54", AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51" WITH A 42" SIDE SLIDE DOOR. (2016 CBC 3002.4 & 3002.4a) 6. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. (2016 CBC 3002.4.4a) 7. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3" IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYMBOL SHALL BE NOT LESS THAN 78" AND NOT MORE THAN 84" ABOVE THE FLOOR LEVEL AT THE THRESHOLD. (2016 CBC 3002.4.5a, 3002.4.6a, 3002.4.7a) 8. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQ. IN. SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714. 9. FOR ADDITIONAL ELEVATOR ACCESSIBILITY REQUIREMENTS SEE "ELEVATORS" ON........ -1 A841 -1 A842 10. FOR FIRE RATED ELEVATOR SHAFT ASSEMBLY LOCATION AND INFO SEE: .................... 214816 91A817 stair notes (STAIRS SHALL COMPLY WITH ALL APPLICABLE NOTES BELOW) 1. MAX STAIR RISER HEIGHT SHALL BE 7" 2. MAX STAIR TREAD WIDTH SHALL BE 1 V 3. MIN. STAIR WIDTH BETWEEN STRINGERS SHALL BE 44" 4. DIFFERENCE BETWEEN LARGEST AND SMALLEST RISER ON ANY GIVE FLIGHT SHALL BE LESS THAN 3/8" 5. PROVIDE STAIRWAY ILLUMINATION WITH MINIMUM 1 FOOT CANDLE AT TREAD RUNS (2016 CBC 1008) 6. MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II AND IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662 7. FOR ADDITIONAL STAIR REQUIREMENTS SEE "STAIRS" AND "HANDRAILS" ON ........................... 4/A843 8. FOR FIRE RATED STAIR SHAFT ASSEMBLY LOCATION AND INFO SEE: .......................... 31A816 4/A816 9. FOR STAIR OCCUPANT LOAD AND WIDTH CALCULATIONS SEE ...................................................... -Ap22 I -- ----- -- --- - GF - - M -- - - ----- - ---- SCALE: 114`=1'4r 0 2' 4' 8' 12' 0 Q submittal c 1st Plan Check Submittal 0 2nd Plan Check Submittal 3rd Plan Check Submittal 0 4th Plan Check Submittal - - -- - U 0 revision L Q) consultant: N L 0 4--r a C c� U owner: L U 0 C 0 W rn E N !z L L 0 ^L S.L n� W Q xn\ nW W 0 L l.L C L 0 n W C DE S?JED FOR CODE COMPLIAACE DEC 19 2019 BUREAU VERITAS NORM APAERICA, I1JC. 0 D_ 0 L 0 rr 0 W iA�� C:) (!) a) V I L a)U ca L E co Cf) V / > M E M cy) o C:co_ E < p C 0 a� 0 410 a 0 > U X 0) 0) L 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date i' z C:) Q M L0 G (3) 0c) U� o M 0 Cc (n W � a_ - o a) � a tea' wY Oa 00 LL T_ o WITHEE MALCOLM L- `� ARCHITECTS, LLP R. w2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 Q NyT N. 2.2 FOFCAL\FO nC W co TRASH ROOM PLANS AND SECTIONS c� Q -a SHEET TITLE �W SHEET No A661 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/912019 10:28.33 AM Local File: C:iUsers\rrnarinelarenaiDacu:n=ants,B60s9-Cofnpo=_iti_2019_RMarineiarer?a.rvt Consultant File Background Info: job no. B6079 % _ 10 _ \ _ # PARAPET A834 ; i I �� f, I i ----- ---- ---- T.O.P. +70.53 +70.53 WDW. HT. T.O.P. • I III 11 L1 I I � ,I �i Illlll l{I VENT OPENING FOR GARAGE MAKE UP AIR LI l lI;,_ = 1 111 I f l={ I l l �1 I 1- "'`-111IIC==!_I' PARKING 0 I = [T ILI 11 I=1 I. 11 I l I L_J ---- r—a I l—{ :1-11 co {il—CIIE�11 w I �� IT I =111 l,l�ll 111 1I�'II ;I- I �IIIII(lll,lll�. � �t i II�I,,��II PARKING II111111191 IiiflF=111= l l�{ E`11 �111-11 1111 WALL SECTION 2 SCALE: 1 /4" = V-0" CV T.o.s. 3RD FLOOR_ +50.37 �.os. 2ND FLOOR +40.28 1ST FLOOR_ / --- ---- +30.20 711111110 BASEMENT P1 +18.20 BASEMENT P2 +5.87 'LILL - :. T.o s. RD_-FLOOR +50.37 -- T o.s ND-- ; +40.28 V FT.O. TRIM VENT OPENING FOR GARAGE MAKE UP AIR, - 9n MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 T.O.S.----- ---- -- ----- ---- --- - ---- ROOF +70.53 IIfl 1 II{ f11—CI�1I I[I ll{ fI_I If: i1I 11�= WALL SECTION 1 SCALE: 1/4" = 1'-0" section notes 1. FOR MECHANICAL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES, SEE...... 9lA812 111A812 121A812 2. FOR RECESSED LIGHT FIXTURES IN RATED FLOOR/CEILING ASSEMBLIES, SEE ... 13/A812 141A812 171A812 0 T.o.s. 4TH FLOOR +60.45 ` T.Q. -- 3RD FLOOR +50.37 T,p.s. 2ND__FLOO-- -__� +40.28 1 ST_ FLOOR +30.20 BASEMENT P1 +18.20 ..... BASEMENT P2 +5.87 MAXIMUM ALLOWABLE BLDG-HEIGHT --- - - - - - +75.47 l_ A 11 r- --- ROOF - - - - - - ---- ---- ---- ----- ---- ---- ----- +70.53 — - T- --- 3RD FLOOR +50.37 1ST FLOOR t +30.20 - -- 1 9 1011 12 13 0 drawn F 0 a submittal 1 st Plan Check Submittal 02/05/2019 0 0 2nd Plan Check Submittal 04/12/2019 n 3rd Plan Check Submittal 06/07/2019 c: 0 4th Plan Check Submittal 09/09/2019 U 0 4- revision date U o o Revision 2 - 3rd P.C. Submittal 06/07/2019 ^L LL W L WnL�,`` /L/ \�\ 0 n 0 co 0 0 11 ti consultant: _N L 0 C- -1� \V -1� U (D owner: L c� 4- 0 0 nL\ W Q n� W L L 0_ Ln 1.L Q X 0 C L ` a O N < CIO � J ° 4'z0Z'e#ED FOR CODE COr1IFLl4g, C) DEC 19 2019 0) BUREAU VER"AS NORTh A,^,r,ERICA,0 0 L 0 '^ QL (D O a� is o C) UJI O (D W C Q a) ui a) UC: Q) ° Cf) E Q � O C U mrr ._ E C) ° UJ N a m U 00 0 a� Q 0 L U X a� m WITHEE MALC0LM ARCHITECTS, LLP A wTy��Fc� 2251 West 190th Street F �► Torrance, Ca 90504 No. C�949 t. 310.217.8885 N�.n- FA/ - ?� f.310.217.0425 2- WALL SECTIONS L 14 Q SHEET TITLE 15 � SHEET No A71 1 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 919/2019 10:416:51 AM Local File:4:tljsers\rrnarinelarenaiDoot_I¢r-tents\B6019_i ornposite-2019_R,'Aa.,inelarena,rvt Consultant File Background Info: � job no. B6079 A712 PAIZAPFT WALL SECTION 4 SCALE: 1 /4" = 1'-0" MAXIMUM ALLOWABLE BLDG- HEIGHT ___-� +75.47 zo co T.OS. -- -- ROOF +70.53 - _T 0 o.s. 4TH FLOOR +60.45 3RD FLOOR____ +50.37 �a. 2ND_ FLOOR _ +40.28 1ST FLOOR +30.20 BASEMENT P1 /1 BASEMENT P2 __' 1 +5.87 --- ----- T.o .s. 3RD_-FLOOR --AgF,\, +50.37 To.s. 2ND_ FLOOR ___� +40.28 1ST FLOOR +30.20 MAXIMUM ALLOWABLE i _--BLDG_-HE-I G HT-__-� A834 j +75.47 PARAPET TRELLIS �A833 SEE STRUCTURE T.O:S. - -- - ROOF - -- T.O.P. J +70.53 (/ 17 \ 1 f------------------- %� 1� A851 / � A851 � � T.O. RAJ1 BALCONY B-6 M o O Co o, 4 -- `A A861 A861 , ( T.O.P. J _T.O.S. 4TH FLOOR +60.45 --T.o.s. 3RD FLOOR--- +50.37 O C' O O � _T.o.s. _2ND FLOOR +40.28 19 _ A863 ..... -i - LI- d I—i -- I If=11I I^1 IIf II 4 l 1 11 1 i l}=1 11 A803 '1 II 1IE�III f 1011—i -11 IEi I i- fII -1I �1 I1—TL- I III=1iI PARKING Illllll 1111}� 4: l l El I l--1 1 W1111� co E > III j-11} II91E_1III 111- Il- PARKING I r! I I I .- - 0 1 1_1 hI i ICI 1�11_1� 11, J I I f-11I ---- ----- ---- ----- 1 II - it a' b WALL SECTION 3 SCALE: 1/4" = 1'-0" J section notes 1. FOR MECHANICAL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES, SEE...... *A812 11/A812 12/A812 2. FOR RECESSED LIGHT FIXTURES IN RATED FLOOR/CEILING ASSEMBLIES, SEE...C13IM2 14/A812 111A812 1 ST FLOOR r\ +30.20 BASEMENT P1 / ,, +18.20 t7► BASEMENT P2_ +5.87 --- 3RD FLOOR__ +50.37 -T.O.s. 2ND_ FLOOR- +40.28 ___- ----- 1_ST FLOOR -� +30.20 �\ A863 3 9 1011 12 13 0 drawn 0 Q submittal 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 c 0 4th Plan Check Submittal 09/09/2019 0 c- revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 0 n Revision 2 - 3rd P.C. Submittal 06/07/2019 (D L 0 A ct5 _ L 0 Q L 0 aD Cn L consultant: N L 0 a c� U owner: L l� U 0 0 E Q N L _0 L Q n(n W L D_ x 0 0 F a V` O0W` I F�JED FOR COMPLIA3CE `C:)CODE C LO DEC 19 201 O BUREAU VERITAS NORTH Ar'tIER►CA,1?1C. U Q U) °' O 0 C) V UJ 0 � � >< L a- J Q< 0a) a) W U � U E Q v o U! o U M W C ( C) ca 00 /00 T^L k 1•r o01` Q ! U x T are 1 0 WITHEE MALCOLM ARCHITECTS, LLP VAR R. w,2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 Lf.310.217.0425 N 7 a� Q WALL SECTIONS L M 14 0- -a SHEET TITLE 15 z � SHEET No A712 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9I9/2019 10:47.43 .AN'. Local File:`:\iJser°a;rrnarineiarerialCoititnerits,B601!9—,ornposite_2019-RMarinelarer)a.rvt Consultant File Background Info: job no. B6079 ELEVATOR BEYOND MAXIMUM ALLOWABLE BLDG HEIGHT - +75.47 T.O.k L- t_ WALL SECTION 6 (THROUGH BRIDGE) SCALE: 1/4" = 1'-0" ROOF +70.53 4TH FLOOR- +60.45 3RD FLOOR +50.37 2_ND_FLOOR +40.28 1ST FLOOR +30.20 ASEMENT P1 Air ` +18.20 IASEMENT P2 +5.87 `1 IMUM ALLOWABLE BLDG HEIGHT +75.47 V T.O.S. - ROOF - +70.53 T.o.s. 4TH FLOOR +60.45 T.o.s. 3RD_-FLOOR ,, +50.37 T,o.s. 2ND__F ---- +40.28 �I 1ST FLOOR t ; +30.20 17 \/ 1 0t A851 i1 A851 T.O. RAIL , I MI 1 - -- --- -- - 1 10 �A _, PA c_r7 B - 6] A812 WDW. HT. T.O.P. .... WDW. HT. EX. -- - -- .. •-------- - - - !._.....:::.......::::....._:::::::......::::::.. A822 t__� :: : -- o ... ,.: ` f 1 ---------------------- - --------- - ----- �z -- --- - - - ----- ---- - - T.O.P. WDW. HT. IP. , I . I '. _ - --- -- - S-2 0 O c ;, ...; .-....... :. ............................ -- a ... .. .. T.O.P. --- - ' -- - j s, WDW. HT. .. - --- S-2 M .. _________---__---_._____...............___ O - --- - - - t _ 80 7 , - - ------------------------- --- A825 i.IIII�.II II II i P l� � � • , Q •q d• . - ' 111�I11- I al I lil 1 LI �l I I i I II1�114_ 0 III ►� � I I PARKING l� I I�I -I [1`1 I� it I I; 111 I 1 -- --- ._-. ----- f 1I,.:I a; U) IJ � - i i 'f !` I I ..........A803 \! ���,; i 0 lil- I I 1 a I PARKING rII II IIEllI 'II —II, I I ITI I' 9 � d ,II —II fl—t L WALL WALL SECTION 5 SCALE: 1/4" = 1'-0" MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 io Cn _T.O.S- ----- ---- ROOF +70.53 T.O.S. 4TH FLOOR +60.45 r.oa. 3RD FLOOR +50.37 �7 T.O.S. 2ND FLOOR +40.28 1 ST FLOOR ,- ----- -- +30.20 _--_ BASEMENT P- + 18.20 BASEMENT P2 +5.87 twtt!!mslttt��� I 9 9A1011 12 13 0 4 drawn s 0 submittal 0 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal - 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 c 0 4th Plan Check Submittal 09/09/2019 ro _ U 0 U C: - - revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 0 Q s 0 L N 0- - - -- _ N N 0 N ro 0 L consultant: N 0 L ro a C ro co U (D owner: (j5 c� 0 0 0 a 0 co 9FMD FOR CODE COMPLIA42 DEC 19 2019>_ BUREAU VERITAS NORTH AftERICA, g-!' O U o0- L/'� ' ^ 0` O W _ M o � LL N C:) UJ O � O � � LL� J Q ui a) U M L F` [A\, ^ `� f�n W CL E / V / M L�i U m _ M O T m CN O) CO 00 0 a o L Q a� r� U X T are 1 0 W I T H E E M A L C 0 L M ARCHITECTS, LLP AR W/2251 West 190th Street Torrance, Ca 90504 No. C4049 t. 310.217.8885 f.310.217.0425 N m WALL SECTIONS Q L 14 Q SHEET TITLE 15 (D SHEET No A713 ui co T cts Plot Date: 9/9/20"9 10:4&54 AM Local File: C:1Users;rrnarinelarenai1m,:r:Lnts;E36079_11ornposite_2t,19_RMari neia.,Eli ,rvt Consultant File Background Info: job no. B6079 MAXIMUM ALLOWABLE - - BLDG_HEIGHT_ - - - +75.47 ----- ROOF +70.53 M p WALL SECTION 8 SCALE: 1/4' = 1'-0" T.O.S. 4TH FLOOR - +60.45 T.O.S. 3RD FLOOR " +50.37 T.o s. 2ND FLOOR.... +40.28 1 ST FLOOR +30.20 BASEMENT P1 +18.20 BASEMENT P2-- +5.87 .LOWABLE MAXIMUM ALLOWABLE )G HEIGHT BLDG-HEIGHT _ +75.47 -- +75.47 10 _- - A834 T.O.S. ROOF M +70.53 ROOF ----- ----- ---- - ----- +70.53 IF TO P 2 A834 } ELEV. #1 LOBBY A834 R A864 ! TH FLOO -- - - - - `-- ' T,o.S.-ATH FLOOR - +60.45 [ +60.4A P E -I -------------i A822 ELEV. #1 CD LOBBY --- — -----4-------- 3 A822 RD FLOOR A _ -- T.os,�D_FLOOR_ ---- ---- ----' ----- ----- _.- - \ +50. +50.37 '��� ��.P. ELEV. #1 LOBBY 3 i 5 !/12 \ A8644 A864 1 A854 ND FLOOR r- — - —� D FLOOR T.O.S.�N -- — +40.28 +40. P. I r/ 17 A854 J I ELEV. #1 --� ----- LOBBY I ST F_ 1 T LOOR , FLOOR +30.20 0 PARKING BASEMENT P1 +18.20 '� W 7 PARKING BASEMENT P2 +5.87 -- �" Qom,_- - WALL SECTION 7 SCALE: 1 /4" = 1'-0" 0 CN i I 17 A854 5 4 3 2 1 - T.o.s. 4TH FLOOR - +60.45 T 0.s. 3RD FLOOR A +50.37 -/ T.o s. 2ND FLOOR +40.28 1ST FLOOR AIIIIII +30.20 7 9 9A1011 12 13 0 4✓ drawn 0 Q submittal U) 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 o 4th Plan Check Submittal - 09/09/2019 U 0 — 1% revision date U 0 0 ^L^ 5.1 W L 0 0 0 L consultant: N L 0 4✓ c� c U a� owner: L c� 1111%, c� 4- 0 C 0 E L a� a Q) 0 Q. 0 0 00 0 DE COMPLIANCE REVIEWED FOR CO � O � LO DEC 19 2019 Q) BUREAU VERITAS NORTH AMERICA, INC. Q O U D U v) a O a� 0 cc :3 aD o CD V_ CE Cn W O O >� W J QQ 0 � D_ �U � N L V ■ Cn E E m _ E O .� a� .M■ CV D ® 00 y i V M M L 4- 0 0 L a W 0 WITHEE MALCOLM L ARCHITECTS, LLP �? ARC . w�r�� ,. 2251 West 190th Street Torrance, Ca 90504 � �7 No. C-9049 t. 310.217.8885 f.310.217.0425 0 c 0 Q WALL SECTIONS L 14 a SHEET TITLE 15 SHEET No A714. N 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9i9/2019 10:50-24 AM Local File: C:tiJsarslrrnarinalarena\DOCLi.-r=grits;B60719—CornPositrr_201B_RMarinaiari-Irza.rvt Consultant File Background Info: job no. B6079 �A� 7 5 ---- ---- ----- ---- ----- ---- ---- _- -- - PARAPET A11 \A 68\A 3 PARKING PARKING MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 io Fh - - - ----- ---- --- --- ---- --- ----- T.o.s. - ROOF TOR -I +70.53 <• a 40 !_- WALL SECTION 10 SCALE: 1 /4" = 1'-0" 4TH_ FLOOR 0,.r +60.45 3RD FLOOR +50.37 T:os. 2ND_FLOOR ... 01� +40.28 1ST __FLOOR --- ----- - +30.20 0 BASEMENT P1 +18.20 -v CV ---- ---- ---- - BASEMENT P2 +5.87 MAXIMUM ALLOWABLE BLDG__HEIGHT +75.47 T.O.S. _ ROOF +70.53 T.o.s,_ 4TH FLOOR +60.45 T_o.s:- 3RD FLOOR -` +50.37 T.O.S. 2ND_-FLOOR +40.28 T.O. TRIM 0 1ST FLOOR +30.20 WALL SECTION 9 SCALE: 1/4" = 1'-0" IMUM ALLOWABLE BLDG_ HEIGHT +75.47 ROOF +70.53 T.os. _4TH FLOOR__rj +60.45 ` _---- — 3RD FLOOR_- +50.37 L T.O.S. 2ND FLOOR____ +40.28 1ST FLOOR +30.20 BASEMENT_P1 r-\ - — ---- + 18.20 - , BASEMENT P2 - +5.87 ---- ----- --- - ------------ 5 4 3 2 1 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 - T.O.S. - ROOF - — +70.53 \, ------------------- ---- --T.O s. -_4TH FLOOR__ +60.45 ` _T.O_s. 3RD FLOOR a-, +50.37 ____ _T.oa. _2ND FLOOR____ +40.28 T.O. TRIM o' N 1ST FLOOR +30.20 3 a� drawn 0 n submittal 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 o 4th Plan Check Submittal - _ 09/09/2019 U 0 revision date U 0 Revision 1 - 2nd P.C. Submittal 04/12/2019 ^L 0- L _o c� L 0 t 0 �7 (D a� L Q) consultant N 0 C U aD owner: F 0 0 rn E L U n a� L 0 ^L a n� W a x a� a� 0 L a z C:) < CY) o O a- LO REVIEWED FOR CODE COMPLIANCE DEC 19 2019 Q BUREAU VERITAS NORTH AMERICA, INC. Q U o - a 0 to aD rr :3 i- is R �Cc C- W O LijO rn a< 0 a_ a) a) > E Q � 1' o � U coC _ E < C:) 0 CN 00 coL L>L 0 o WITHEE MALCOLM L ARCHITECTS, LLP W cy�TF 2251 West 190th Street Torrance, Ca 90504 L No. C-9049 t. 310.217.8885 f.310.217.0425 > N�-'QFa N (D WALL SECTIONS L `V -u SHEET TITLE 15 � SHEET No A715 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 91912019 10:51.22 AM Local File: _:`o nposite 2019_RMadnelarenarit Consultant File Background Info: job no. B6079 WALL SECTION 12 SCALE: 1/4" = 1'-0" HT. tD 00 MAXIMUM ALLOWABLE BLDG HEIGHT --- +75.47 WDW. HT. 'ago M p b T.O.P. WDW. HT. c0 � o c o 60 rn T.O.P. WDW. HT. T.O.S. ROOF +70.53 _ _T,o_s. 4TH FLOOR +60.45 ` _ _T.O.s. 3RD FLOOR +50.37 T,o,s. 2ND-FLOOR____, ; +40.28 ` 1ST FLOOR +30.20 BASEMENT P1 +18.20 BASEMENT P2 t �, +5.87 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 14 \\A834 ------------ r.oa. - - -ROOF ----- �a +70.53 _T.o-s. -_4TH FLOOR A r +60.45 T.o.s.. - D FLOOR - - - +40.28 1 ST_ FLOOR ---- A +30.20 'JJ WALL SECTION 11 SCALE: 1/4" = 1'-0" MUM ALLOWABLE BLDG HEIGHT A . +75.47 T.O.S. ROOF +70.53 _O.s, 4TH FLOOR_ +60.45 T,o.s. 3RD__FLOOR ___� +50.37 T.O.s. 2ND__FLOO- t; +40.28 V ____ 1ST FLOOR +30.20 -BASEMENT +18.20 pF BASEMENT P2 A +5.87 11 716 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 ROOF__ +70.53 ` — - -- - T.o_s. 4TH FLOOR - N, -- +60.45 --- - --- - - Y. ----- ----- ----- ----. ____ .____. ____- ----: ---_. .----. ___-_ _ .____. -_-- ._.-_ ____ T.o.s. 3RD FLOOR ------ --- +50.37 ''- ------------------------ ------------------ �J^ -1 4 - -------------------------- A861 A861 - .--------. ----- ��— ■. ■ ■. ■ ■■■ ■■■ MEN !MEN 5 4 3 2 1 T,os. 2ND FL--- +40.28 T.O. TRIM T.O. TRIM c 15 0 A861 -1ST FLOOR +30.20 9 9A10 11 14 15 m drawn 0 a submittal 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal - 04/12/2019 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 U 0 revision date v 0 Revision 1 - 2nd P.C. Submittal 04/12/2019 o L Q 0 � U L 0 w o — -- co cts Q A� _ a) Q N L 0 J, consultant: N_ L 0 U aD owner: L c� Cn 4- 0 0 W (n E nL' W Q n� W L 0 ^L 1 - n� W D- X N N 0 C c� Q L 0 Q) < O CY) 0 REVIEWED FOR CODE COMPLIANCE a_ O LO DEC 19 2019 N BUREAU VERITAS NORTH AMERICA, INC. Q C) 0 - a� O T o O (D W C O � a)LLB > 0-) a_ J � Q Q a)Q0 a) �U T ca a > L I ) in E Q E V `V rn V�, o m _ .L Cc CU O 0 0 N c-) : 00 LL CO 4- 0 L T <: Q 0 L a a� U X aD T m WITHEE MALCOLM T ARCHITECTS, LLP wcy��� 2251 West 190th Street Torrance, Ca 90504 No. C4049 t. 310.217.8885 f.310.217.0425 N F a) Q WALL SECTIONS L co -o SHEET TITLE c5 � SHEET No A716 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9li9/2019 10:52.34 APO. Local File: C:iiJseri:lrrnarinelareria\DOCi_i¢Yiiarlts,B6019_O.ornposltc,,_2019_RMarinelari?r.a.rvt Consultant File Background Info: � job no. B6079 v u a 0 14 A717 _T.os. 3RD FLOOR �, -__. - -- 3RD__F OOR -- tJJ +50.37 +50.37 MA EMMI MEN EMMI OEM --T.O.s. 2ND FLOOR .... --- ---- ----- ---� =- - - - -� ----- O.-& 2-ND-FLOOR +40.28 +40.28 - - - __1. ST FLOOR._A-,, +_ 30.20 .BASEMENT P1_-.AV +18.20 '� BASEMENT- P2__�, +5.87 J. TRIM 0 1_STFLOOR +30.20 15 A835 10 MAXIMUM ALLOWABLE .834 BLDG HEIGHT._. +75.47 ROOF +70.53 i l -- - T.o.s. __4TH FLOOR -, +60.45 `. o z Ch � O � r M ELEV. #2 RAILING LOBBY 28.80' = ----- ---- . Zt .o.s. _3RD FLOOR .... A', +50.37 T,o. s. 2 N D__ F L O O R ___ +40.28 1 ST_ FLOOR .... &',, +30.20 13 A717 BEYONDEM GARAGE ROLL UP DOOR MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 T.O.S. ROOF +70.53 _- T.O.S. _4TH FLOOR--- _ +60.45 `- ------ ----- ---- ---- ------T.o.s. 3RD FLOOR---- +50.37 -1ST FLOOR _ +30.20 H WALL SECTION 14 14 WALL SECTION 13 - 13 SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" 5 4 3 2 1 T drawn 0 a submittal 1st Plan Check Submittal 02/05/2019 0 0 2nd Plan Check Submittal 04/12/2019 n 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 H revision date U N_ 0 Q a) 0 L 0 L _. 0 co a� u 0 I q) consultant N_ L.- 0 U a� owner, L L 0 E nL\ W Q T L 0 L Q n� T L Q X aD 0 F 0 Q z a) < C:) c1r) o REVIEWED FOR CODE COMPLIANCE � O LO DEC 19 2019 -0Q N BUREAU VERITAS NORTH AMERICA, INC. Q U 0 L Q - m O a� o O Ll� O O � >� W J Q �Q a� a) �U a) Cf) E Q � LU 0 U < M CE `V E CD 0 LIJ CAI d-) m LL 00 4- 0 a 0 Ile ^L^ D- �00 X a) a� WITHEE MALCOLM L ARCHITECTS, LLP ARCy�T 2251 West 190th Street PAR w�Ty��Torrance, Ca 90504 No. c-90a9 t. 310.217.8885 f.310.217.0425 QN�.'QFti •, o - ?� c to Q WALL SECTIONS L F W SHEET TITLE 0J � SHEET No A717 M 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/20'9 10:53:'39 AM Local File: C:kUsirs\rrnarinelarEria\DoC_:: Sarits;B60i9_corrsposit�=_2019_RMarinalariaiia.rvt Consultant File Background Info: job no. B6079 MAXIMUM ALLOWABLE EIGHT BLDG H - +75.47 T.O.S. - ROOF +70.53 T.oa. _--TH FLOOR +60.45 T.o.s. _3RD FLOOR +50.37 T. 2ND FLOOR ---- ___+40.28_ L 1 ST FLOOR +30.20 -_ __BASEMENT P1__ +18.20 BASEMENT P2 +5.87 WALL SECTION 16 SCALE: 1/4" = 1'-0" MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 C T.O.S ROOF.... -- , +70.5377 _____ r.os. 4TH FLOOR +60.45 --- _T.os. 3RD FLOOR____t', +50.37 �JJ _____ _--- _s. _2ND FLOOR____ +40.28 1ST FLOOR _ +30.20 MAXIMUM ALLOWABLE - - ----- --- -- - ----- ---- ---- ---- -BLDG----- ----- ... +75.47 16 WALL SECTION 15 SCALE: 1/4" = 1'-0" _T. - ----- ---- ROOF +70.53 _T.o.s. 4TH. FLOOR___-r, +60.45 ``- T.O.S. 3RD FLOOR +50.37 -� T.O.S. 2ND_ FLOOR +40.28 1 ST FLOOR_ -T 7 +30.20 BASEMENT P1 +18.20 IF BASEMENT P2 %-,, +5.87 A718 5 4 3 2 ---- . T_o.s. 4TH_FLOOR +60.45 ---- ----- ----- T.o.s.- 3RD__FLOOR l\, +50.37 L' ----- T.o.s. -- ---FLOOR +40.28 1ST FLOOR �, +30.20 9 9A1011 12 13 a� drawn 0 a submittal 1st Plan Check Submittal 02/05/2019 0 o 2nd Plan Check Submittal 04/12/2019- n 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 U 0 _1 revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 (D � U _o - N o - - c� Q A Q) T L q) consultant N L 0 U a� owner: L 0 0 E nL W 0 T F 0 L a 0 0 (D < O cle) 0 7�EVIEWED FOR CODE COMPLIANCE O LO U DEC 19 2019 0 Q U � BUREAU VERITAS NORTH AMERICA, INC. 0 C) a� (D o CU rr C) (� W 0LL O O O Q Q 0 �U E Q E vvv U m Q� � _ Q' E O � N O7 m `-f LL, 00 r 4- 0 _. r� L T Q o ^L^ 1n.\L W U X T F T WITHEE MALCOLM T ARCHITECTS, LLP ARch/T R. WjT F 2251 West 190th Street P� ti �'�► Torrance, Ca 90504 No. C-9048 t. 310.217.8885 f.310.217.0425 Al Q WALL SECTIONS L 14 Q -o SHEET TITLE 15 � � SHEET No A718 Cw 4th P.C. SUBMITTAL (IC-)inAi9nIA job no. B6079 C-2 17_�\ �A861 i 9 -----------------{ A835 ; r 2 I-- - - --- ---- ---- 1: �-A854 1 -- WDW. HT. A851 f SIM. O. RAIL A812; - --- -- ---- --- --- --- ;1 I i -------- ---`' WDW. HT. ff 3 -------------- A822 LEASING TIP. ,--�.- i 9 � A822 vA814 -- A863 PARKING PARKING WALL SECTION 9A SCALE: 1/4" = 1'-0" WDW. HT. T.o.s. _-. ___-- ROOF-- +70.53 `- T.o s. 4TH FLOOR T.O.P. +60.45 T.O.P. -- ---- ----- ----U) W > T.O.S. 3RD FLOOR +50.37 iI T.O.S. 2ND FLOOR +40.28 1 ST FLOOR +30.20 - - BASEMENT P1 - +18.20 , BASEMENT P2 +5.87` -- � 9A 5 4 3 2 1 MAXIMUM ALLOWABLE BLDG HEIGHT +75.47 T.O.S. - - ROOF +70.53 T.o.s.- 4TH FLOOR +60.45 T.o.s. 3RD FLOOR +50.37 / - T.o.s. 2ND FLOOR +40.28 T.O. TRIM 0 N 1 ST FLOOR A , +30.20 4 5 0 drawn 0 Q submittal 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 o--— 4th Plan Check Submittal —— — —_ 09/09/2019 — — — U 0 revision date U N 0 ^L 1.L Cn L_ 0 N L consultant: N L 0 4- (15 41 41 U N U owner: L t� N' c� rn 4- 0 0 E L a) Q C_ L 3 L 0 L Q n� W L Q x a� 0 Q L O co c FOR CQQI CQMPLINAC" L0EIIEWED 0) DEC 19 2019 CU Q � BUREAU VERITAS NORTH s(NERICA, INC. 0 0 a� 0L 0 rr O LU 0 O c � O) Q i Q 0 a c� a) U E > E C/) W E < O O s LLJ N O) m LL 00 .3 4- 0 Q 0 L n� W U X N E 0 L o WITHEE MALCOLM ARCHITECTS, LLP ARcy/ R. WjT T� 2251 West 190th Street P��A Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 N N Q WALL SECTIONS L i -a SHEET TITLE c� SHEET No A719 4th P.C. SUBMITTAL 09/09/2019 J Plot Date: 919/20/9 10:56:24 Aid Local File: C:\Users\rrnarinelaretia\DOOLiinerzts,B6uf9_cornposite_201=,'s_R',Aarinelarena.rvt Consultant File Background Info: a Q °• r ---UTILITY PIPING ° 4- 'A I I e I I I I e ° .� 4 ` d d- �- A=° CONCRETE COLUMN OR WALL I .� ' •_P a � 4 4 .- - - . VARIES PER PLAN I I Ia'. -d °•. . 6.4° °' 8 GA. GALV STEEL PIPE GUARD 4, _ I I I I " 4 a• a NOTE: ° PROVIDE UTILITY PROTECTION FOR a: ° ALL PLUMBING, MECHANICAL, ELECTRICAL, FIRE/LIFE SAFETY ° SYSTEMS AT ALL LOCATIONS ADJACENT PARKING STALLS AND ° ° ° • DRIVE AISLES TYPICAL IN ALL LEVELS a : ' OF GARAGE 4 q I _ 4 - ,• - _ ` <n ° ° 4 �'� p FINISH FLOOR PIPE AND DUCT GUARD SCALE: 1 1/2" = V-0" WALL MOUNTED BIKE RACKS SCALE: 1/2" = V-0" BENT PLATE 3/8"x18" - _ CONCRETE OR CMU WALL - SEE STRUCT. Q .' • WASHABLE PAINTED' I I I i 1/2" x 4" MB W/ EXPANSION a• ° SURFACE AT INTERIOR AREA I I I I i SHIELDS @ 1'-3" O.C. - (A) SECTION '" ° OF THE TRASH ROOMS STAGGERED -WELD TO ANGLE ` 4 e _ ° ° . ° CMU WALL, B -PER PLAN _ ' 6" - COLD JOINT. -- — #4 CONT. @ I "L" - 3"x3"x1/4" x T-0" LONG - CORRIDORXXA 24" O.C. ° 1/2" DIAM. BOLTS W/ TOP @ T-6" ABOVE FLOOR - ° WASHERS IN ( BOTTOM @ 6" ABOVE - EXPANSION SHIELDS - I ® FLOOR - PAINT FINISH O a TRASH - °. _4 >001 4 PARTIAL FRONT ELEVATION 4 Z PIPES OR DUCT WALL OR COLUMN PLAN CO 1/2" x 4" MB W/ EXPANSION O °XXAao FINISH FLOOR SHIELDS AT T-3" O.C. - d W STAGGERED -WELD TO ANGLE w 3" VERIFY 3" Zh + ° ` d : °d _: Q A ° ° 4 _ > SLOP M J E } RECESSED CONDITION `- ` TO DRAIN w li AT CONCRETE---- - = + Q P ° e 4 1" 1" > ° = = 44 NOTE O (B) ELEVATION ° 9 _ ° e ° - ° ° ° A. 4 PROVIDE & INSTALL CORNER a ° ° GUARDS AT ALL CMU AND w ° d ° CONCRETE OUTSIDE - ° b CORNERS IN GARAGE -_ - C INSTALL GUARD AT ALL PIPES WHETHER CONCRETE SLAB OR NOT INDICATED ON DRAWINGS FINISH FLOOR PER STRUCT - REBAR - SEE STRUCT. ANGLE GAURD CONCRETE CURB AT TRASH ROOM 0,4 1 SCALE: 1 1/2" = V-0" SCALE: 3" = V-0" ..... .._. _-. _.. -._ __ ..._ __. -._- _--- ----- ----- REINGORCING 6"x6" 10/10 GA. WELDED WIRE WHERE IT OCCURS IN TOP SLAB -- LINE OF WALL, WHERE OCCURS SEALANT FELT EXPANSION JOINT FILLER -- 1/2" CONCRETE WALK 4. - - -- - 4 - - - - - _ ,4 - 4 _ - -. e - a v4 - .. °, a 4• . - 4. - - •. v . - e . d A - EXPANSION JOINT #3x18" AT 12" O.C. DOWEL WITH ONE END GREASED OR WRAPPED TO ENSURE SLIPPAGE - CONCRETE WALK ---- ..... - _ _. - _ - - P ---- - - e 4 e a' _ °d - , HANGER ARMS •� + - 4 A- A. ;-4 --e da rd- - o - - - - . 4 °- �r-4 d ° a STAINLESS STEEL AIRCRAFT CABLES B - CONSTRUCTION JOINT TO HANG TOOLS -PUMP HOLSTER 1/8" W. x 1/4" D. SCORE CONCRETE WALK ° _ _ ° a -. MANUFACTURER: DERO 4 a ° ° _ e� :' a MODEL: FIXIT 4 �' NOTE: INSTALL PER a - MANUFACTURER SPECS d= °_ °, 4 - _ - - - 4 a - d C - SCORE JOINT FIX -IT STATION ��\ CONCRETE JOINT �\ - - 6) SCALE: 1/2" = 1'-0" 1 O ! - -(SCALE: 3" = 1'-0" - 5„ _ 5' 1 1/2" 1 1/2" GROUT CAP OR FLAT WELDED PLATE GROUND SMOOTH 4" DIAM x 1/4" THICK GALV. TUBE STEEL PIPE BOLLARD CONCRETE FILLED. PRIME AND PAINT SAFETY YELLOW. 1/2" THICK STEEL PLATE EMBEDDED W/ (4) 1/2" HEADED STUDS. PIPE TO SET PLUMB. (2) #5 ROD x 72" EACH WAY. ENTERED IN SLAB AND CENTERED ON PIPE. - _4 •ro `QOe - - - - a d d ° ' MANUFACTURER: DERO + ° -- ~ MODEL: BF-F (SINGLE) e d a ° Qd~ e w i e' d " ° •9- NOTE: INSTALL PER MANUF. SPECS' _ e_ = ° --4�9'_ PIPE BOLLARD q - _ j SCALE: 1 1/2" = V-0" �i 3" x 3" x 1/4" WITH 3/8" - x6" LONG WELDED STUDS @24" O.C. FOUNDATION - SEE ALHAMBRA A 2446 GRATE W/ STEEL THROUGH FOR TRAFFIC - VERIFY WITH CIVIL DWGS: STRUCT. DWGS- FLPMP . d -4 _ - AA ILL ',4 Ll ao U) 44, O ° 4 °d -4 ° .w .U_ .a ?4 2• - p-° _d DRAIN PIPE AT LOW _ ° POINT - SEE PLUMBING f d p " ad. a 1- ° d J - -.H - - r4°. y d e e ~. .: ' a. NOTE: 1. GALVANIZE COMPLETE ASSEMBLY AFTER FABRICATION 2. SEE STRUCTURAL DWGS FOR REINFORCING TRENCH DRAIN 3 } SCALE: 1 1/2" = V-0" FACE OF WALL OR CURB CONCRETE PARKING BUMPER CENTERED ON PARKING STRIPES - SEE PARKING PLAN FOR LOCATIONS AND DETAIL-- 4" WIDE PAINTED PAVEMENT MARKING (TYP) NOTE: VERIFY STALL PAINTING REQUIREMENTS W/ PROPER MUNICIPAL AGENCIES----- 4'-0" SINGLE _ STALL _ _ _ _�,'� ---- I----- 7'-0" CLEAR @ STD. STALL EQ EQ PAINTED LETTERS FOR GUEST SPACES = GUEST 6" STALL NUMBERS - ONE EACH @ 2 Lu ALL RESIDENTIAL STALLS - OWNER TO VERIFY NUMBERING I SEE PARKING PLAN FOR ER QUIRED PARKING SIZE PARKING SPACE STRIPING STANDARD STALL SCALE: 1 /8" = 1 -0" 1 1/2" 3" 1 1/2" NO. 4 BAR CONTINUOUS NOTE: SLAB ON GRADE WHEEL STOPS ARE REQUIRED @ SPACES ADJACENT TO WALLS AND WALKWAYS FOR ACCESSIBLE PARKING SPACES. PRECAST CONCRETE WHEEL STOP SCALE: 1 1/2" = V-0" ................. no job no. B6079 0 drawn 0 Q submittal N 1 st Plan Check Submittal 02/05/2019 3 0 2nd Plan Check Submittal 04/12/2019 3rd Plan -Check Submittal- - 06/07/2019 4th Plan Check Submittal - 09/09/2019 - - U 0 revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 11 �— r �— 0 0 L L p �V 0 a) L consultant: N L 0 C_ cif s✓ C c0 O U 0 U owner: V! O C O V/ E a) Q W L L 0 ^L 1.L a) L Q X a) a) 0 s L Q 0 Q) < O M 0 REVIEWED FOR CODE COMPLIANCE 0- L I T V I DEC 19 2019 2 BUREAU VERITAS NORTH AMERICA, INC. 0 V 0 a 0 a) 0 00 rr W Q V C LIJ0 0 LU (� Q L < 0 W Cc W cn (^,`j W E Q E Cf) � M LLJ 0 <W M � _ E C:). L_ 0MN a) I ' co .3 0 (D Q 0 ^L S.L a) .� fir,::.: •� X a) a) s WITHEE MALCOLM ARCHITECTS, LLP A /yj \\ . w 2251 West 190th Street _U /`'�y—�ti�� �'��� Torrance, Ca 90504 No. C�A� t. 310.217.8885 f.310.217.0425 • C a) O - °' GARAGE AND SITE Q Q) L N -0 SHEET TITLE M co •� SHEET No A80 1 M 4th P.C. SUBMITTAL iv 09/09/2019 Plot Date: 9i9/2019 10:57.27 AM Local File: C:+User: irrnarineiareriai Doet_:=,nLarits;B60'1!9-1:ofnPo:-,ite_2010_R',Aarir:elari�ria.rvt Consultant File Background Info: job no. B6079 2" SQ. (14GA) T.S. SLIDING GATE rncr ionni r--onvG XnruGGi c GATE WHEELS SCALE: 3" = V-0" / 2" SQ. (14GA) TUBE STEEL TYP.--- - - 3/4" SQ. (16GA) TUBE STEEL PICKET. TYP. 2" SQ. METAL WIRE MESH WELDED TO HORIZONTAL AND VERTICAL TUBES. (MUST NOT ALLOW PASSAGE OF 2 1/4" SPHERE). PROVIDE OVER ENTIRE OPERABLE PORTION OF GATE 4 EQ v7 EQ a � � 3 1 y 3 \ Xx -v d 0 2" SQ. (14GA) TUBE TEEL TYP. N W , FOR AREA CHAINLINK STORAGE SECTION COMMERCIAL FENCE POST )" SHELF FOR SSIBLE UNITS COMMERCIAL CHAINLINK ENCE FABRIC ROVIDE GATE WITH LEVER _E, LOCKABLE ITH PAD LOCK 2" DIAM GALV. FULL HEIGHT. TO SLAB TOP AND BOTTOM CHAINLINK STORAGE FRONT ELEVATION X o M 0 0 _... .... _ ..... --- ..... ... 2" x 2" STEEL TUBE 2" x 2" STEEL POST @ MAX 48" O.C. ' 3/8" DIAM GALV. STRANDED VEHICLE CABLE BARRIER Z - CV `t STAINLESS STEEL CABLE RAIL, HARDWARE AND FITTINGS . - 4" SPHERICAL OBJECT' SHALL NOT PASS o 6" x 6" STEEL PLATE W/ o EXPANSION ANCHOR OR EPDXY SET BOLT - SEE STRUCTURAL -P.T. CONC SLAB NOTE: GUARDRAILS SHALL COMPLY • r WITH THE VEHICULAR BARRIER 4' '- LOADING REQUIREMENTS IN e CBC SEC. 1607A.8.3 T GARAGE GUARDRAIL A -PARKING G i 4 1 SCALE: 1 1/2" = 1'-0" CMU OR CONC WALL SEALANT GALV. EXTERIOR J-MOLD - ALIGN TO DROPPED BEAM ABOVE - - ----- -LINE OF DROPPED BEAM ABOVE J-MOLD AND SEALANT: AROUND CURB -----CONC CURB BELOW GALV EXTERIOR CORNER BEAD BLOCK WALL 3'- 10" J Q STUCCO RETURN AT CMU WALL a - - --- -- 3 o SCALE: 1 1/2" = 1'-0" Y Y Z Z ih J J Z_ (� U 3' WIDE GATE CHAINLINK STORAGE PLAN - TYP. NOTES: 1. POST BOLTED TO CEILING AND FLOOR SLAB 2. DOOR AND GATE OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: INTERIOR HINGED DOORS AND GATES - 5 POUNDS MAX (11B-404.2.9) 3. OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. (11B-309.4) 4. DOOR AND GATE HARDWARE. HARDWARE SHALL BE CENTERED BETWEEN 34" MIN & 44" MAX ABOVE THE FLOOR. (SEC 11B-404.2.7) 5. PROVIDE SHOP DRAWINGS FOR APPROVAL & CONTRACTOR COORDINATION. 6, DELEGATED DESIGN SHALL BE DESIGN BUILD CONTRACT AND SHALL BE APPROVED BY BUILDING DEPARTMENT. 7. MANUF. TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION OR PLACING ORDERS. SMOOTH BOTTOM EDGE WITH NO A802 PROJECTION MORE THAN 1/2" -� VEHICULAR GATE ELEVATION GARAGE CHAIN LINK STORAGE UNIT - -- - -- - -- -- - SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" GARAGE HEIGHT LIMIT SIGNAGE SCALE: 1/4" = V-0" F.F. (N.T.S.) .... ._ .._. _._ _... ..... ..... 2-1/2" TEXT BLACK SURFACE APPLIED REFLECTIVE VINYL -CLEARANCE DIMENSION AS APPLIES -YELLOW SURACE APPLIED REFLECTIVE VINYL GRAPHICS BLACK SURFACE APPLIED REFLECTIVE VINYL GRAPHICS - CONCRETE CEILING 1/4" STEEL EYE BOLT EPDXY MOUNTED INTO PRECAST PANEL 0 (SEE STRUCTURAL) CONCRETE SLAB WHERE OCCURS • _°d °4,° PROVIDE CONTINUOUS! °: BACKER ROD & SEALANT NON -RATED JOINTS. CONC. MASONRY UNIT: _ PER STRUCT. DWGS o CONC. TO MASONRY JOINT SCALE: 1 1/2" = 1'-0" TYPICAL EMERGENCY DRAIN I - --- EMERGENCY DRAIN WHERE INDICATED, SEE PLAN FOR LOCATIONS CONCRETE SLAB 0 drawn L Qsubmittal O 1st Plan Check Submittal 02/05/2019 2nd Plan Check Submittal 04/12/2019 cn 3rd Plan Check Submittal 06/07/2019 o--- 4th Plan Check Submittal - -- 09/09/2019 - -- - 5th Plan Check Submittal -- --10/22/2019 revision date U 0 Revision 4 - 5th P.C. Submittal 10/22/2019 0 L a -C - - - _ L O-- _ - - -- _C 1L 0 - - - Q /\ 0 0 0 E 4- 0 0 D 0 L Q) consultant: N L_ 0 L D c� D a C M 0 U 0 U owner: L M 0 0 E 0 O E nL, ^W LL n� W >L L 0 a 0 rLr�� LL X 0 0 D 0 Q L o 0 < O M CEV'EWED FOR CODE COMPLIANCE O Lo DEC 19 2019 O D BUREAU VERITAS NORTH AII9ERICA, IHC. 0 (� L 0 //\ 0 O Q UJ CD O 0 UJ a_ D_ Q L 0 (D a)U C 0 OenE a- > 0 MM C: "L0 CU a" E Q O 0 -CO N m LL 00 0 nL` W 0 D_ 0 > D U X 0 0 0 WITHEE MALCOLM ARCHITECTS, LLP A wT Fcl 2251 West 190th Street Torrance, Ca 90504 No. C4049 t. 310.217.8885 e f.310.217.0425 0 C 0 nD_ GARAGE W ,Lnn V/ I_ l�7 SHEET TITLE C ct5 0 �j SHEET No A802 Plot Date: 11/12/2019 1:45:29 PM Local File: C:tUset° irrnarlrtE?Iari<Fla1D�JGlf:�rtts1B60 9_CrTrnp:psi:r_2019_RiJlarir::aiar t�a.r Consultant File Background Info: -- _ - SCALE: 3" = V-0" -, job no. B6079 AVM AUSSIE MEMBRANE 520, COLD FLUID _. LANDSCAPE/SIDEWALK/STREET PER -- -_ -- .... - - . APPLIED WATERPROOFING OVERLAP I CIVIL/LANDSCAPE PERIMETER WATERPROOFING PER MANUF. EXPANSION JOINT FILLED WITH EXPANSION (VERIFY COMPATIBILITY WITH MANUF.)- --- - JOINT FILLER TOPPED WITH SEALANT ---- --- SEE PLAN FOR CONC. SLAB PER STRUCTURAL WALL ASSEMBLY .,, :.,.,-,,_ l ..:. ...,.. HARDROCK TOPPING SLAB --------- _ - - _ 4 'O EXPANSION JOINT FILLER .-. - ° 4 4 °- - a" 1, a. ° n TOPPED WITH SEALANT - -�' ° ' - _ _ -4 - - . a - -° I - . ° ° SIDEWALK/STREET PER _ -" ° - . LANDSCAPE/CIVIL SLOPE _ .® a - ° ( 1t o. aa..',<= - a°°- a " I " k'4 AWAY FROM BLDG)-- -- .1 4 .. '' - ° ° v i�o o- o v� v� �l _ l 4 : ° - z 4- _ - . o z a °- Q °�- ° .° - _ -- '° ° °~ - ° a .. • of .° .. . °Q°. ° ° - • - =41 e • CONC PER STRUCTURAL - ° - ° °: ° _ °4 i% $_ ° _' - 4 COMPACT AGGREGATE =s. <. , • : a `' - .° -, ° °" -. °°; ° , 4 -° a : PER CIVIUSOILS REPORT - . _ • SWELL WATERSTOP, I ; °e , �' p INSTALL PER MANUF ,- SUBGRADE SOIL PER SUB _ ° ''s`-' �- ° ° o } �L .L�— v %� �i�_) �° .-°� ° d ° - - - a= a ° CIVIUSOILS REPORT SUB-T AVM DRAIN I „ `" � • �- ',_ ° - PARKING .' BOARD 6000, INSTALL I c. '°<- - -' . °�,. eti.: -a SUB-T WATERPROOFING AVM AUSSIE �� - n `�, PER MANUF. --__°•_: ° I , °_ °- -._ ' " : - SKIN 550, INSTALL PER MANUF.-- _ - ° ' SUB-T WATERPROOFING _ _ I - _ -•�, ,'--.° _' °," " �• I , SUB WATERPROOFING AVM ° .; _: -<. - _ _ AVM GPL-16 LINER, INSTALL I "°, °,_ '°,- - k - - " _ AUSSIE MEMBRANE SKIN 500/502 AT -° •° ° , - PER MANUF. - , ' -.. ,° _ a . `a- a- .°° -- 60 MILS DRY, INSTALL PER MANUF. _•; I SUB-T WATERPROOFING III y° ." ° _ :°' SUB-T WATERPROOFING AVM a; = °"• - _I-[ 4 - — SKIN 500/502 AT 60 MILSFE1 ° ICI _"° °' 6 ° 4 �I SUB-T AVM DRAIN BOARD 6000, ; °- -• °`° -I I I:::: DRY, INSTALL PER MANUF. — : - '• ..- -'• : °:: '" -. INSTALL PER MANUF. -- - ° - - - I -° a • SUB-T WATERPROOFING "- - " .- I"a :" _ ° ° :1 AVM AUSSIE SKIN 550, Iil " - e ° "° I "- I° : . a" SUB-T WATERPROOFING @SLAB CANTILEVER Q INSTALL PER MANUF. d a --- -------.. -- _ V SCALE: 1 1/2 = 1'-0" HARDROCK TOPPING - -- —1 - - _ _ - -- - - DECK WATERPROOFING TO OVERLAP SUB-T HARDROCK TOPPING - WATERPROOFING BY 6" MIN. (VERIFY COMPATIBILITY WITH MANUF.) DRAINAGE MAT ------ a -°°; ° - DECK WATERPROOFING TO •� �° -_ = OVERLAP MTL EDGE TRIM--- FIBER JOINT FILLER c a � ° - • 22 GA GALVANIZED "T" METAL SIDEWALK/STREET PER - = . ." ' _- ° -- ' - . W/WEEP HOLE EVEL OF LANDSCAPE/CIVIL (SLOPE ° _ =°- :" ` - -- - - - ° - °, a �" DRAINAGE MAT --\, - " • . - . • 4. AWAY FROM BLDG) - - -• . a ° ° ° d ' • _ _ a _. 4 0 o q.. DRAINAGE MAT------ t ° - - a _° - - . ° - ' ` - � -------------- i Id' _ a, - e II. °� - •a - . 1 , - . I -Z - - - I " - .1 - - -------� — ------ 0 V" , ° ° i I , a• '-- _ '- 41 , - • _ . _' _ o. 24 GA. MTL (BONDERIZE) FLASHING TO BE SET , = . °" - •I 6" MIN.`° - ° °' • - '•4 IN SEALANT COMPARIBLE W/ . ° - - '..••a . -•° - I _. . ". v ' °;,a 1`0 � 4 e - -. , :° _: I " WATERPROOFING SYSTEM _----- - 4° •I a° . - ° _�'P , _ - a SLOPE_ �I - n, d .;� - -�q: SUB-T AVM DRAIN I °..-- � ; <_, •"; : ,;�:-- ;: DRAINAGE MAT CLOSURE _ -. _ ,= :_"°-' . °: •-a ,-�,... "°- °' BOARD 6000, INSTALL a•°I. 4.- TECHNIQUE, CUT AWAY 4" OF - •I = _ • . . ° d PER MANUF.-- - ° �" ° •Q '<a CORE MATERIAL &FOLD FABRIC iI ,,°a '• •`•_•°_ ` - :' ° `� _< • I . _ 9 . , ° _ DOWN OVER CORE FACE. - �I ' .. - `- a`° `d I4 .4 4 - a ` - SWELL WATERSTOP, __ i a- - - - '_ - - `- SUB-T WATERPROOFING - I ' °• �' -• :e . �, - - ' __ - _°- " - - . n 'a ; " INSTALL PER MANUF ---- . ' .- n " • ae - as - AVM GPL-16 LINER, INSTALL - I ,-,. _ ,- .° .- - - - - _ . I Q-, �:. ' ° ° '4e : _:� . PER MANUF. - ------ -'o ; : '-4 -:• c, .=° .- _ . _ SUB-T WATERPROOFING - _ III ._ °:..• ' ". . SUB-T WATERPROOFING - - " = °° .° - ft- AVM GPL-16 LINER, INSTALL III -- < -- -° ° AVM AUSSIE MEMBRANE -I i _e° °. - -•; • - ' ' - '-. eI° °_..- PER MANUF. II ••, - °-. ;. _' ° - 4 a °. . SKIN 500/502 AT 60 MILS I ICI : ° ` ° "-- .. `a SUB-T WATERPROOFING AVM I a _ _ ICI ° ° 4 _ DRY, INSTALL PER MANUF. —_I _ _4` : _° i) . _ I- - ,' -' ' " _ ° _ AUSSIE MEMBRANE SKIN 500/502 AT ° _ m - ° - I ° --• 60 MILS DRY, INSTALL PER MANUF. --+- _ -`, ' ,_ °4 SUB-T WATERPROOFING , , _° i ;"<_ '. - ` e a °•: -; _°, , • ° - , '" a.°'_.. -,-- . _ - -- AVM AUSSIE SKIN 550, - - - - °. SUB-T WATERPROOFING AVM AUSSIE _ III °° _ .- - . - °. 4. INSTALL PER MANUF. SKIN 550, INSTALL PER MANUF. ' 4 ' iV- SEE PLAN FOR - --- ---- WALL ASSEMBLY EXTERIOR STUCCO SYSTEM - PER SCHEDULED WALL - ' ; = •=, i ';`_' I EXTERIOR STUCCO SYSTEM BLDG PAPER/WALL _ _:. ,1� PER SCHEDULED WALL- - - WEATHERPROOFING TO LAP"'�-',• I l OVER MTL FLASHING 3" MIN BLDG PAPERM/ALL i -_ __`/-," :r WEATHERPROOFING TO LAP I� 1, ,. - GALVANIZED MTL , `J •= OVER METAL FLASHING 3" MIN ---- - --- ,- f STUCCO WEEP SCREED - _ -" : - I - I GALVANIZED METAL � j "> i� ''' STUCCO WEEP SCREED 1-1 \--__ J 11 24 GA GALV. (BONDERIZED) I -_ METAL FLASHING, PAINT TO �`' I -11 MATCH ADJACENT SURFACE -. a •°'- `' • - ,. ' ` 11 " °° . °- . " 4 , ° '• , - METAL 24 GA GALV. (BONDERIZED) M _ - -, _ a - d . - . - - . -� - - •. -- a: _' a o - 9 - - I --- FLASHING PAINT TO -- - • _ - a' - FELT EXPANSION JOINT ---- d • `' -•, • .- .• ,: •- - - -4., 4 - - • - : ° I " d •. ADJACENT SURFACEMAT I 1 ° SIDEWALK/STREET PER - c -.. _ .- °.. - _ - a :- . °' '- °°. • g - • :. I -- �- ° ` a, LANDSCAPE/CIVIL (SLOPE - -o" - ° I -._' ° ' _ =._`_: .^ ''� ° '..•:.- .. , '.,_ -. ° CONT. SUB-T I °o ° _"_ ° :.'� •_ =�a _� . ° :. •: A • :, a , . I a- WATERPROOFING TO I ;_ ;• - .. o :� AWAY FROM BLDG) - °. _- P ;: ° -:: ,. -, '- _ - ° "'• e - , - - - , _ e° .o BOTTOM OF DRIP SCREED---- ,a -- - " -"' °- < n4 ` SWELL WATERSTOP, - c� r Jc ?stjc I :°° ` - • ° ` °a° SLOPE_ 11 ,. °. ° Z I ° a" - > INSTALL PER MANUF -= �' •+4. 1 ° p, . a :o ° ' -< ' <R a< 6 ° }�2J J I ' - -� "° ° as : - ° DRAINAGE MAT CLOSURE , I �_, _ 6' - -°° 4- `_° -. -.., - .°-• -_ �7.{/� I "= - - - _ -` •°4` TECHNIQUE, CUT AWAY I _ • . - - - _ - e. _ _•._- _ , . -,- �OL'\V _ 4-- 4. - - I 4" OF CORE MATERIAL & I C I ° _ _ - . - FOLD FABRIC DOWN ° • I .' . - - ° - �" "- OVER CORE FACE. - - I � ° g. °. 4 SUB-T WATERPROOFING I - - -4 _. ; `'- °- - SWELL WATERSTOP, I . - - _ p _-, . ° - :a ` ° ICI AVM GPL-16 LINER, INSTALL } I ° _ _'° •. ° ° " •"-' ' °, °� INSTALL PER MANUF ° . _ ° • ' = ; - PER MANUF.- 14-':' .. � : - . ., °' ° SUB-T WATERPROOFING I ° -°• �. -` '•- '�: - ,<°•4 :: - - '�. = SUB-T WATERPROOFING AVM GPL-16 -__ .: •. e III �. a .+ ; AVM AUSSIE MEMBRANE - , __-�" a_" LINER, INSTALL PER MANUF.-- II ° '_ ° `aa- - a �' SKIN 500/502 AT 60 MILS I ° III , °; °.-,° _4- ° ;• a'- SUB-T WATERPROOFING AVM AUSSIE _ I III '_ - • _" DRY, INSTALL PER MANUF. - - - -J �_. - a-- MEMBRANE SKIN 500/502 AT 60 MILS ,I e. •I a a� ; ' I II _ ,• 4, A. a' , ,- ° SUB-T WATERPROOFING I -a ;° . _ '_ `°- . * DRY, INSTALL PER MANUF.--- - . 4 ^: SPER _ i �) •< °.,: ° "a- ^" -° SUB-T WATERPROOFING AVM AUSSIE- • _ °- if •- '4 • . 6°: a -° .°• , ` NSTALLAVM MANUF ••pa_ '° ., = • • ° SKIN 550, INSTALL PER MANUF. . ° °• EXPOSED CONC/CMU WALL . - - _ (WHERE OCCURS) < . ".3 ' a :' _ _ ° - 8 ,, _ _ - ° ° < .• .a • ° - EXPOSED CONC/CMU WALL �° ° "a ° a SWELL WATERSTOP, a.. ' INSTALL PER MANUF °� °°-° _ '" - . (WHERE OCCURS) °° _•_ • °, _ _ GENERAL SUB-T WATERPROOFING NOTES: a. . •° a -• - � .A - A' ' . °• . 26 GA. STAINLESS STEEL ° < . .- _ I - - ° ' ° TERMINATION BAR NAILED @ 8" ° 4 '"° °' d 4' a . " O.C. ---- -- --- -- °.- ° • `°= a GALV. METAL TERMINATION BAR 4 . - - .: , :. <'a 1. SEE SOILS/GEO REPORT FOR ADDITIONAL INFORMATION , _ - ='_ . - • ,: _ I - NAILED @ 8" O.C. - %� as FELT EXPANSION JOINT FILLER I ..:: °° - ' • ' o ; • . • as _a - ` � ', P. 2. SEE CIVIL FOR ADDITIONAL INFORMATION Z TOPPED WITH COMPATIBLE WEATHER M 2 ( •• _ . °- ' ,' . 1 - . •. `. 4-' o-: ° ' " ° RESISTANT UV RATED SEALANT ('-, .' °.• _ -: „ . `- ° : ° _ " 4 3. SEE PLUMBING FOR ADDITIONAL INFORMATION " -. , ° - • ". ° - ° : SWELL WATERSTOP, , --a-° ° _ . . ° .' :.4 . - 4 _• , . ; .. ; . ._, - •-"a_4e-.° 4° I INSTALL PER MANUF------- - _ - . '4a " " A' ` -" -°_ a �.° 4. SEE SPECIFICATIONS FOR ADDITIONAL WATERPROOFING INFORMATION. SIDEWALK/STREET PER - ^ ° - -,' I :; - "`' �° SPECIFICATIONS TAKE PRIORITY OVER DRAWINGS IN THE EVENT OF A • p LANDSCAPE/CIVIL (SLOPE .' - "'° '° ' _ , 4 • °� ° 4. ,- _ 4- __ - .' - e ,_ a , , '� ° -° I CONFLICT AWAY FROM BLDG) d" ' 1/2" ;I , "° ' - ° S I -'4, ' Q _,a _ 5. PROVIDE WATERSTOPS AT ALL COLD JOINTS, AND AT JOINS BETWEEN . = 4 �-- •4 < ' I -°= - •- WALLS AND SLABS. a • �- l - - '4 - - '' °` I I a = ° ° "° ° ; I - a� p- DRAINAGE MAT CLOSURE °,� _ °- ; •4 a_ SWELL WATERSTOP, ��j - -•- ° " c °- , =, a'.°a TECHNIQUE, CUT AWAY 4" OF I I I < ° ' ° " - , ° . °_. INSTALL PER MANUF - . . - °"- �: °''. CORE MATERIAL &FOLD FABRIC I e' 4-•-- - ` a°: - .-` ��> ,� �; _ - ' - `� 1 _ I . -e- -. °, .• - ''_ ° - ° _ . _ DOWN OVER CORE FACE. - _ ,'•-' r°, _ I ° . < - -. - 4 , .' -, . ° SUB-T WATERPROOFING i� z'� - I i-, a' < �.° ° I ° AVM GPL-16 LINER, INSTALL .• ._ ° .. . . . d . - ° - 4-. ° : - 6•° I I _ dy/,..---' I MANUF. - ' l ` °". - SWELL WATERSTOP, IIIPER °, e•a � ; -°` °� °l°° -.. :_, .:e•- - INSTALL PER MANUF . " a°°: -� SUB-T WATERPROOFING ,4- ' ' °�' �'_°`•• °A 'I, ° d " AVM AUSSIE MEMBRANE i < - I IiI � '°- a ` SKIN 500/502 AT 60 MILS Ill It_ ` °.- - - ° : _ .' - ° . SUB-T WATERPROOFING AVM �'- • - III -.- ° _ - a -_ :i° -- :.� , DRY, INSTALL PER MANUF. - , I ;° . °. ' 4°. • GPL-16 LINER, INSTALL PER MANUF. i - ,` _ . -° :' ICI d •" ° ° . °; -'A ,°." ° �_� ° �_ SUB-T WATERPROOFING . _ _ ' `-"- - '°_4 _ .� ° SUB-T WATERPROOFING AVM AUSSIE - - . p -4'• ' _ =_i III ," _ _ °' AVM AUSSIE SKIN 550, IiI °•" •A., -4: �_ '-° I - $ MEMBRANE SKIN 500/502 AT 60 MILS �) '�- - '° <` °, _ -'°°-, ' .": - 4 INSTALL PER MANUF. -- .° a"d • • ' ' III - :: _ DRY, INSTALL PER MANUF. - - i °=° ` a, " ' . �, ° , ' -4;.. °° . °° III `•°, 1. `" SUB-T WATERPROOFING AVM AUSSIE - i ` ,, °; " - _ - a ,°' -' SKIN 550, INSTALL PER MANUF. - II . ° ° ` NOTES SCALE: 1 1/2" = V-0" SUB-T WATERPROOFING @ TYPICAL GRADE TIE-IN CONDITIONS - -------- - - _ - - - - SCALE: 3" = V-0' SIDEWALK/STREET PER CIVIULANDSCAPE--- EXPANSION JOINT FILLED WITH EXPANSION JOINT FILLER TOPPED WITH SEALANT-------- � PAVERS PER LANDSCAPE DWGS. OVER WATERPROOFING 1/2" 1, , . , ' % .. . I I" \- ' '.1 I �, 1,'11. . .I. - I' '\ ,,,, 1, ,\ ,17, "7-.11II \ \�\ \ \ \ \`\ v ..° 6 . _ CONC PER STRUCTURAL -°. °° ° o 4 COMPACT AGGREGATE ao . "' '',,a'- • ° 4°' °, PER CIVIUSOILS REPORT �` p , 4. m SUBGRADE SOIL PER 4 .s_ ' SUB ° _ 4.° � ILJLJ— � S'� �� ,-1 �/' ;I'(- �, CIVIUSOILS REPORT PARKING SUB-T WATERPROOFING AVM AUSSIE ° - �'' l _- SKIN 550, INSTALL PER MANUF. - 4 '.. _ - SUB-T WATERPROOFING AVM _ -_ - ' - AUSSIE MEMBRANE SKIN 500/502 AT a <= 4 ' °I = 60 MILS DRY, INSTALL PER MANUF.- �.I SUB-T WATERPROOFING AVM -_• I - GPL-16 LINER, INSTALL PER MANUF.- - - _ . -° , - - . I I SUB-T AVM DRAIN BOARD 6000, ° ' °' - ° : INSTALL PER MANUF.-- -- - °_4, _ SUB-T WATERPROOFING @ SLAB CANTILEVER --- -.I---- -- ,--- --- - - _ --- - - -4 SCALE: 1 1/2" = 1'-0" ..... _. __ ---.. _... ..... -_. _.. ..... -_ __. ..... ..... _... ___ ..... .... ..- j_-.. -__-' m" - , __ - . ' .e'° - FLOOR SLAB'. `a t °- ° ° - - _ - d - - - - :pO - - - A _ - P ° _=24" MIN. ='- - -. - '_- .=q. - - - _ - _ _ I� ' ° • E a ° ICI - `' � ° ELEVATOR PIT i FOLD DTL AT — — \ BELOW FLOOR — — TO WALL INSIDE - — CORNER - . • II ° 6I ° CANT OR APPROVED SIM. III - INSTALL PER MANUF. I1 4a . —I III I. , TREATED PLYWOOD (OR - Il , - °° OTHERWISE STABILIZED EARTH) 'II ® °4. =- ° = SWELL WATERSTOP, - III - _ INSTALL PER MANUF- If •- SUB-T WATERPROOFING - III -''. - - AVM GPL-16 LINER, INSTALL _ -°• a - PER MANUF. — Ii 4 _ , . -•4_ a ., a ' ( 9. , 4, . -,a - .. - - . q' - - 4 . SUB-T WATERPROOFING it . ° - °° b ; AVM AUSSIE MEMBRANE III ' °a_- -a, _ , _ ._ SKIN 500/502 AT 60 M ILS III : _ = .° ` _ - ... ,. _ 4 . DRY, INSTALL PER MANUF. -I I a - " 11 LL _- ,� °_ ' SUB-T WATERPROOFING AVM AUSSIE I I 1' -0 0.-III I II I I SKIN 550, INSTALL PER MANUF.---- ---I I I I I 1 II I II — SUB-T WATERPROOFING @ ELEVATOR PIT -- - 3 SCALE: 1 1/2" = 1'-0" METAL TERMINATION BAR NAILED @ 8" _ - - O.C. FOR SPECIFIC TERMINATION/TIE IN - �`'4 ° ° - SEE DETAIL: - 5/A80� - . - = - . - _ a. ._ I = d . - . - _ DRAINAGE MAT CLOSURE I - . _ - . °' ° a - -. TECHNIQUE, CUT AWAY 4" - :°: = OF CORE MATERIAL & FOLD I W - °°= FABRIC DOWN OVER CORE�71 . FACE. NAILS AT 18" O.C. _ a ° _0 :(VERIFY WITH MFG) _ - � SWELL WATERSTOP, o INSTALL PER MANUF z v THESE WALLS SHOULD BE - I I . " < ,_ M � PROVIDED WITH AVM DRAIN BOARD _ lill- o m 6000, INSTALLED PER MANUF. 1— I IrI. - w `ram, z SPECS. THE COMPOSITE DRAINAGE _: < BOARD SHOULD EXTEND BELOW - Iil` ° d g -°- o ° THE ESTIMATED GROUND TABLE OF_ III _ ". o 15 FEET AS DESCRIBED IN THE 1 III = �- w SOILS REPORT, AFTER WHICH THE - lil r-_ - o .. - - o WALL SHOULD BE DESIGNED FOR III z'°' w 4 • � . -- w HYDROSTATIC PRESSURES i - ' - 4 °°. a SWELL WATERSTOP, - III ` w - No 4- . : INSTALL PER MANUF - I, ~ " - -a'� ; SUB-T WATERPROOFING AVM IiI °'. _° o ° _ _ . °, •° . GPL-16 LINER, INSTALL PER MANUF._ Il s - "� � — SUB-T WATERPROOFING AVM -III ° - -_� . a_ , _ _a ` - AUSSIE MEMBRANE SKIN 500/502 AT i - , .4 _ l— 60 MILS DRY, INSTALL PER MANUF.- III _ °' -. ' ° ; . ° d-- °- I- SUB-T WATERPROOFING AVM l e - - . ° AUSSIE SKIN 550, INSTALL PER = IiI''1. I ;' °- ° a-- ' ° ° - I, 1 . -. h—_ - —_--_ _ : ----1 1 1 I I I I I 1� I I I ; I SUB-T WATERPROOFING @ CUTBACK METAL TERMINATION BAR NAILED @ 8" �, ^ O.C. FOR SPECIFIC TERMINATION/TIE IN `---� SEE DETAIL: �5/A803 - -- - p ° . 4 I DRAINAGE MAT CLOSURE a -A : . _ - . -` . . _ TECHNIQUE, CUT AWAY 4" - A. _ 4 4 OF CORE MATERIAL & FOLD 1 " ' - °a -ea FABRIC DOWN OVER CORE I - ° , . d 4 .' , FACE. NAILS AT 18" O.C. - — - °e " ° (VERIFY WITH MFG)--- . 'W • - I ° SWELL WATERSTOP, ° INSTALL PER MANUF- I ' . ° ° THESE WALLS SHOULD BE - I_ ; w PROVIDED WITH AVM DRAIN 0 BOARD 6000, INSTALLED PER z MANUF. SPECS. THE COMPOSITE - 14 - ° a ¢� DRAINAGE BOARD SHOULD --- 1� `° . � m EXTEND BELOW THE ESTIMATED IiI ` w z GROUND TABLE OF 15 FEET AS — iI `- - .� DESCRIBED IN THE SOILS - .o i _j.., REPORT, AFTER WHICH THE WALL III , � < o SHOULD BE DESIGNED FOR III - - ~ HYDROSTATIC PRESSURES = III 9 X' ; : - • • -4 •.- ; a SWELL WATERSTOP, IiI a `w --° w = . -• INSTALL PER MANUF-- -- - I �I _ I� p. W 4 ° . '`° _ ITI 4" SUB-T WATERPROOFING AVM - I ' ", - +a GPL-16 LINER, INSTALL PER MANUF._ - SUB-T WATERPROOFING AVM I IiI ,.- •4II y I AUSSIE MEMBRANE SKIN 500/502 AT 1 ° -# •°va, I- 60 MILS DRY, INSTALL PER MANUF. - ICI .- a ° - ° l- SUB-T WATERPROOFING AVM �l = ° - 4 AUSSIE SKIN 550, INSTALL PER IiI _°' ° _- : -� =1_ !MANUF. - ° SUB-T WATERPROOFING SCALE: 1 1/2" = 1'-0" 11 - . a ._J - Iii-,�,W F--1-;:::'--�-I J--�-- N :5 T drawn 0 Q submittal co 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal -- - - - - - 04/12/2019 - - -- -- — w 3rd Plan Check Submittal 06/07/2019 �-- 0 4th Plan Check Submittal - ---- ---- ---- 09/09/2019 - - - -- - N---- -- --- ---- - - O 0 (- revision date O Q) 0 L Q 1` L 0 C N -C n� W -C 0 U) C (a rem 0 U) N JC U) 0 L q) consultant: N 0 L (0 1= a C M co 0, W Z owner: L M M U) 4- 0 1= 0 U) N Q D L 0 Q U) U) N 0- X Q Q 0 C- :t a (10 Q >- C L- z C:) 0 QCD P,EVILU',ED FOR CODE COMPLIANCE 0— TO C V� -0 DEC 191019 Q 2 Q) o BUREAU VERITAS NORTH AMERICA, I11C. ® U 0 - 0 (1) nQn L- O W -Q >- M 0 a) Q V cc :3 F- 7- Cc Cn co co W � � O -a > J C �'-(7) n - W Q Q L-Q 0 - ^ ' U -4-0U Q):3: (1) CU a) - > O 0) F- Q 2 U >M W --se E >— M 0) L. 0 m •� ^^M E <O CL Q N = 00 Q) UJ 0) COLL 3 . 0 0 > co O X N N o L WITHEE MALCOLM M ARCHITECTS, LLP 0) C 3 �AR—� M /� R. w,Tti�� 2251 West 190th Street -0 P� y�VI\ Torrance, Ca 90504 U) 1 NoC-t. 310.217.8885 JC W . 9049 f.310.217.0425 -0 \OFCAL�FO - : - i C \ N U) D SUB-T WATERPROOFING Q N L U) C (O Q -a SHEET TITLE M co CD A803 •� SHEET No N 4th P.C. SUBMITTAL 09/09/2019 M Plot Date: 9/9/2019 10:57'.33 AM Local File: C:iiJserstrmarinelareria\DocLiir, arits,B60i9_Cofnpo4ith_2019_I? ,llarinelartAr,a.rat Consultant File Background Info: job no. B6079 System No. E--11 06 t# F Ratting --1 Hr. U. fM'mtwt? T Rating -=1/4 Hr �,lfciifird=t'sf*I't i:.3tiC�Rt??ItY$ 1c•C:-. SfiUL1-,9a�s3 A'wtFGSi15 1 2 1. Floor-U. ftg Asses bIy -The I hr fire rated solid or trussed luiberjOiSt loos -ceiling assembly shal[.be conavuCle f at €€* Materia€s and in I* mar4er specified in the individual L500 Series Floor:CeJliq, Dersirs in the UL Fare Resistan Difoctory. Tho general ;: arrstrui taors f lures of t" �t�ar-rei[isas� asSerrthly ark sutaarrars�td I3w: A, F#caerang S)tsterrt -- LomIber or Plywood supffoa v.4th finish floor of lung; pl oftr Sloor.To ng M€Mete`' as, specified rri the Individual Floor-CeR.ng design Max diam of aopetiing shall be Sin. (127 ruin): S. vnc4d Jaists' Born 10 in. (2544 rr m)deep (of deeper) ILurrber, 'Steel OF Ornbinataon lMber and s#eel tzlisfs, trusses or Sttudural Wood Men b&so with bridging as requ d and with ends firestogped w, Gypsum Board` - Min S1 in. (16 Mho) #trick s spesati its tf3r indivOgal Flag: Ceifi6 iypsom bmvl.sewed th wW joists. .. furring: channels as specffiedl in e individi al Floor-Cafng Nsign, Mk diern of opening shag b45 in, 027 mm). IA, Chase Wall - (Optional, trot ShovvrJ;-- Ttte tf'rmugin (lterri 2) maroug[� a 1 t� =r� eared ai�a. dos�>�� ar staggers ,woad stud,,gyp urn laoatd chase Mall. Depth. of chore wait sWd cavity to be Hain 112 iti, greater than diarrrew, of open 09 cut in sole and toP plates :o r rrlmodate the throe h ' netrant tflem 2`;Tii>; c3 ase +tv9 shall be r rrs1rudted df the aerials areal in tree manner spec 5ed in ftindhadraai 9 . I J U300 Series .pall and Pamir in.Designs in the UL ire Resistance Dimetory and shall include the following wnstm6tiar features:,- t m f' in `5 ' • ! m>n . i i:1 by 2 3 men' or d U. nom 2:ka 4 in. #51,h 10? ri M) 2 4 err. `51 b 10 B 1 ra _ 2. 3 n g o e .Studs - �itam . 2 rn _2 l2 _ _, v .. la i y . Y A. _ b� € _ ). t ) Y r # m ` . w 61 b r 6 in:1,5l b 2u3 mm lumber ales or double rvoni 2 b � in, S. Sale P14o tit ern 2. by 4 6: 6 . Iy. 1€ .2 . rriJ. 2 b, � ln. (, 52 Hein) o � spy � 1 J I� . _ y '/ Y 3 r r --i 3 i ::r r '1" r ,. u.e .� ba min 1 n. 2 men' wider r centered insole plate.: Sri ;z i�1 0. 1 Q2. rnm - Ir�nr' -fates tr h-btarted t : eflie.. Cr cuter opening ,p be n . p p I� f� {- l r , . � g �'y fan dram of open;ig> I ud<,arn of opeaarng in. sole plats is 5 rfl: (140 Ham)z rrarri r �:rt3: i . 1 1,2 isa. � . 1 2 2 it%, '� . b 20 _ . _ m U. T PI fe �--� Hsu "le T l , -,hall c n !st of t�sa>raor� 2:b 4 to a h i' eerier � a� 5. � o �S c a The d _ b o ale s�. a o s. _ ( y . _ , } y ( y ) t ' l b r' etas ti"fstJ. #red . etFrer, Cirryi ar rein #:d l� centered in #e " �. Top Js�iht~r pl�#ss or doir�le raorn'2 by � rr. ,6 by'1�2 retreat rem e, pl g .:y bu o9 l o� . g �' >;� � r:> der Haan dfa111 t3f o eni box d`arri of i r r err Plata is 5-1/2 tea. 3 dG mm . p€ate #o .rnrn 1 in, f2�rirrlJ �vl p erg _ I f�. P fpf } b t .t l s r: t�'i u a} I a Pa I noes n, n r' d fasteners shall e s ,slice to red d' al a and � � t�. Gy=zsum Biased - Tlisektiess, �P�. _ umber,s� layers an f r" rah [ t3 a P 0 r 1 Through Penetrants -..: e.mttalflc conduit or tub fry be lnstsfir~d: zr nCt€cif€ ;or eccen�i�^�ll' �vithjn .he rein , � dfar�:Qf tits: � _ l�Pp,, _ `� . � � opening shag be 1 in, tar, r than the, reign diam of itie nefrar�t, The arsnWar space uetReen the pipe, corn et or wbing and the Ipher'y of 1� g � _ I� , .: r 718 rn,. , Pi u t :r 11a e ri ad -.s leered on bottl :stems of lour-cet,,� assembly - The o .. to shall -be inset G. in, (Point oor'�n,t 1rs mix_ - - _ t22 rn�rr Pipe, c#C�t 1 _ rr. � l . gpFr. _ g ,s pia g_ (P l , P'�.... f3 >: Y f .or Wbkn rii fae:us * The .olfo4,rrr t. es and:stz� sf rraetal.tc, pipes, corrclrtrts 9 ,ay e p :YR _. [ )r Y A. G' er Tr, f+1 �aesr 4' in• ,102 rrrria dtallr Ilou si-rta�nr'r T�. L f or heavier ����{Yter tube; B. 11 GGpper PO - Nam 4 in, (102 mm) diam ((x rsmaiferr Regular (or heavier) trapper pipe, r S, r I "' - 7 ,sf i : P. 4-'r: !'1 mnf;i dlam idt srhai�ri Seda,� a 1ti v. €�ad>�r steel: C. Steel Pipe ---- E�dorrx r , , 02 .. �. , ;.) : P D, I bale Pipe .�. Non-0. it . (102 Into) diarn (or sma.1iiiet) cast Or dr sWe. irises p E. Conduit Norn 41n, (1€32 mm) dim (or scrtaflerk ale f eIedttal rraeaal is#uL g (l~ha1T} or steel concluit. Reproduced by HILT), lnc rte5y all Underwriters Labora tones, Inc. October 09, 2 KIM Flrestop vstemsRa . 1 of 2 System.No. f-C-1106. C its F Rafing -1 Hr i las.dt2r Yf3.114 Hr 1)lKiiF�kr.E''r$ :,tt�!ir8, 11'f.,; 31 Fill, Void or Cavity faller 314 ilk. (1 g dim) thickness of sealant applied w ;in g re annulus f#ush with the top, au4ce ofthe 46or or sole pla'.e and mir< 5, ire 06 mm) thjckness of seaiant.apptied Within, the annulus ttustt �witn the taottom surface pI gypsum board Or lOsNer ter plate, A min 112 err, i 13 r it dianwtet bead of sealant applied at or :role plate inteffacne and 1t* penetranugypsual board or trap pla#s lrtfarfa re atIntntai^t locttiorts. HILTI CQNSTRUCTION CHEMICAL, DIV OF HILTI INC - CR 606 Fiexfble Fireslm Sealant, FS-Ore Sealant,: Tearing 06 UL tassrFicatrrxr frllat+t Reproduced by HILT], €rr:. Courtesy of UnderwTiters Laboratories; Inc: 2£rd. H I it F i restop Systems Rage. 2 of us s,}?xJsA,vnt3!rtx�rxxRt�/i��e. kn. System No. CAJ-32 . bit, &AiL14 (A.STM E614) CAN;'ULC S11S F Rafrng ---- 3 [fir I" Rating - 3 H, Rabrags - 1; 1--1Q and 3 Item 2.) FT Ratings -1, 1-112 and 3,Hr (SeO lferri ) L Ftatirlg,At Ambient -Less. Than 1 CFM (See lferns: frH.R;xtrn 3 Hr and 4) Rating At 400 F - L Than 1`GFM (Sea Item$ 2and FTf# RatJngs - 1Hr (fee Stern 2) L Ra`ang At Ambieat - Less Than 1 C I (See Items 2 and 4) 4�if3 t /s y� L Ratir� At 4ft0 --" Less Than t CFM ( ,-e items a19d 4) R ,1 - 1 rr1 #rack:. k ,�3 �rtcrefe.<f~�rn4 1�2ar1. 114 rn f l we -tat 1 D-'1 � for 15fl�24fl0 1.,: Ffec2r:4f 'hall As�rriE�lg----� Rsrn�tckr� .�t�.tw�rer*�llt or t� . lg . l ci �' g . ,) > . , . 1 , k; C t f � #> f € Scar.ks , l< �r rr�a sled be c�,�nstrueted o it i n uc ed o art ►3L Ceases €ed Concrete B tltntrrs-and rxrsri � in, (1�7 rr �) �rrie€4 w'allS. rtYalll may also be co sir y y r r: 1 m 3 : '� era diam 1n rnr r : E1. mrm . thrift L sst�ted h IIq �, eca�t Ccncreke: J;tnrks : 0 , r rrt fl:~crr. or Alt #b be ax tti � m i for 2 < f b . any min 6 n ,., �2 / � .GIs o � �sr�, ti ( , evice aria# max S in, t127 eerier` diam for 4 in:: 102 eaten dev". , crSee Blocks. zfAZTj and Precast Commelr,s (Ffr rgefrthe Frre feststaree �frers cto.ry, for rr it rrtan�ifacturerz. 7 f r . l ail. i;w bl :b nt9' t t 1.00`' percent visual sari 2� t:at>tes Within the loading area for each fireste�p device, the cables rna>t repre'a a 0 rrfeea e�s � +r ltgtt# y bcr Within tfr£ defstce and trifly supported on lx h tildes of floor or Wail assembly. Any corribinatLv of ft. fol.Roi+ting types of tables may be used, Y :: # : r f v rt r3l' d P �{ ac. ettr£ and insulation. It r � err. ' �'; tin bfe vsrifh cfat € e t: � � n1 er c e c�,ndLl�o. teleou rrr'>�rrtr, 1 A. Max pair i'~ro 2 A�� tors a _ i _ [� .� � ( :J � 1 r ctaritol cabfs? writf�i R'vC or.XLPIti c ket. and insulation, B. Max 71C too. 2 AEG romper certdiacl;a. _ � C. Mai 4fD FA G T e RHH round c:aNe. . f c.. I�: Max four par. No. 22 A1�t?'3 Cat 6 r�cimputer .ables.. y Max R $ ` axial raattl saritli f[tioritraxed edi Aisne insulation and inketing, M1 i s.. . - ; � 1! r, ,err . I-3.. . oaf � 'l. 1 � rn E':"ackef.and,r;�:rlalreon haviry a rrrax d m "jrn I ciiioririe iP'�C. >J. oI etJ, €ens la r #° . Filter reply;; sable +� tl� I�'9` ,y J P Y y ( 1 l � G. Max 201C No. 22 ArtyG shielded Printer calale with i \;C ;ac et. • ,f . r t t ` r ed Fife A€ar€r i t~alske with or 1~€. Thrdu h-t✓enefratin l�r�osx - Two copper eond�rtnrs Iva.:18 A�tiG tear sriaatler Power or Hon Pam lrrt g � PP ) w6outaj.ackral under a metal arrn r. AFC CABLE SYSTEMS ,NC Reproduced by HILTI;_ Inc, Courtesy of'> JU Underwriters Laboratc,Ifies,. Inc. HIM Firesto Systems Ncvember�� �€t�� gage 1 of 2 System No. CAJ0328.5 4 x 1f their i m Sari bl r rasistr t+ o m x No. 24 iriltyG 75 :otrrri +fix s rat twisted r�ir tale wit, F'E: nsulatton a nd I ; 14 tn, (6 l a deo Ca. e ng _ ..P {acket. The Iiourly T, t l arrrf FT are 3 W. Tate l rly T, l T seed l "f li Fta�rigs far ci itag ��rith ,�eb t at e 1-112 - e Table below for:L Ratings., t +hf`feri Mile 2A 28.2C 2I~ Erf 2H is r,rses# the T FT �'td FT H Ratings ors 1 hf, Se err except that, tY�` ,_ , 9s w r a ' a, FrreatE3p I�evlce - Eire;ytop dean consists of a con'ugated st>?eI tube With ;an inner plastic t'rauair(g, ltitr�m�:„cer►t rrraterial rings, tightly falist+ed ;rrner fdbrae; sr alto seal, ilasagea tad gaffe# malrarlal (wl showo),,Fit%#-devicefti be installed in s r rrdat)ce iwith tlae actx >panyir g installa#iol; nstructit�ns. Device slid ies#za IIUof o, twat€ such that ends Iiro)ect err equal tlistarice from the approximate centerline of theassembly, As an spleen, rn tloprs, steel sleeve of_devir e may fie installed flush with�b�ttr l 'Odor. the annular sp belteen t+ device andthe perioNry of the opening S ( r r: v r esker material I3.afftra fig t1fl .tr) flee eta ttlat are spur ctsr�wise ern #rs devie,e threari a *~ stroll be miry 0 era. �fr;arf3t .,ontaGt). Device frro.rrded with ig ,) sp _ g 3 .� t� top side of floor or both'Wo of 06 or mall. fen seer or e device flange is , t:d, devise flange; to toe secured: to floor witR rain two 14.14 in.. (32 mm) Ioerg masrrnrysr eves of anchors, As an alternat~ fcr gasket material; sealant (Item 48) may be rimed. I-lIO CONSTRUCTION CHEMICALS., DIV OF,HILTI INC ---- CP 653 and CP 65a 13A 2" Speed Sleeve. CP 653 and CP 653 8A 4' Sperm Sieem 4, Firestrop System ---- The frrmtop system shah cons.1st of the €allo.wing: A, Packing: Material -Min 4 in. (102 mm) thirltrae,s o' thin 4 pef (64, kg{ ) rrtinera€ cadet bast irrstr[ation firmly pared into annular space :retvaeen frrestoP de -rice and:openislg as a permanent form -.Packing material to be, installed flush with bottoms of floor ash recessed frczrrr top suirface >af floor or fm- m both sugaces of till to accommodate ,the required thlcknm of, fill maternal Fill, Vo4ror Cavity Meteriat -- Sea arrt As era alterrrple tragasket marshal ,sat item I. min '112 ir. (13 men) thickness:of R matenat applir wlth'in me annulus flare {aside 4: surface of fit or or wiffi both'surfatesof wall: For l.'Ratings when sealant is used: an additional 114 in. (6 rnrn) bead of fill material is repuimd ,at the devitefttraar or dtMce./tuall interface can trip side: of floor blcth sides of ail`asseml ly *r to installiFig, flafrge(s). HILTI CONSTRUCTION CHEMICALS: Clef OF HILTI INC _.. CP601S LP 6,06 Sealant CFS-S SIt GO,'CM8 Fide SL (form only), l &,ONE Sealant or FS-ONE MkX irit=els t ealant, *.Indicates such prodllcts<shal bear fire UL orcUL.Clertffication Mark for osdictions.earip"Irl the ULor ctlt.. Centflcation €.t=h as Ganada), respectively: Reproduced by HILTI,. €nc: L ourles r of Lffr+�er�fiters Lar�atories. Iera, l'�s?:aarrber s0, 201a Hilti Firestop System; Igo; 2:of �5S l FY c us Classiried by Undenuites Laboratories, Inc. to UL 1479 and CAMULGS115 I w A System No. C-AJ-1372 F Rating -- 3 Hr T Rating -- 0 He L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 IF -- 4 CFM/sq ft SECTION A -A 1. Fiooror W JI Assem bly - Min thick reinforced ed li htvait r normalweight (100-150 pcq concrete. Wall may also be constructed rutted ofany ny UL Classified Concrete Blocks*, Max diem of ripening is 10-1/2 in.. See Concrete Blocks (CA ZT)'in`the Fire Resistance Directory for names of manufacturers. . - t r rouledinto oorassembly,hush if 2. tailrc Sleeve. (Optional Nom 10 tn. cram or smaller Schedule 4£3 or heavier steel sleeve cos o fl with floor surface: - t t n e t system.. Theann r . � concentrically :or uric I fr m a _ [l der either a *thing he s s _ _ tt 3. Theo b-Penetrant. One metattrc I or candurt to be rnsta a .ter _ c _ ecCen ai wr ug, pipe 'y Y n9 oP y i > `n: (point contac# to max 1-718. Pi crr con duit to ben idi. s ar ted on space between pipe or condu it and ri he of chin shall be min 01 Po ) Pe 9 Y uPP R P Pe P ry opening ( P sizes c t" be used-. f' and saes of metallic ► s or sheet s m e f assembly. The dfovwn .bath sides o floor -_pipes ay _9- A Steel Pipe No_m $ In di m_ .(or smaller) .S_ch_eduke 10 orhe avrer}: tee pi, S, 8 n. �. rri' or smatter cas t ductile iron B.:Cast Iron Pi --.:Nom € a - -- r heavier)=copperpipe. Nom 4 i . dame or smaller R ula or �: CO r PI n Pp Ppe pe ( � i e9 r r D. Copper -Nom 4 art. dam. (or Type (or co ( YP ( ) Plytubing. oPP 9 } -- I t +d conduit:. E. Conduit Nom 4 in. dam or smaller) s e Co ( F.C> duit --Nom 4 in. or smaler s#ede1 ctrtcal me tallic tubing (EMI). 4 4. Flresto S stem The firest " s em shall consist of the foilowin P y oP_y� I3 - - - i : i s permanent form. Packing 1 tt insulation fermi eked into n n a a e n f min 4 f mineral wool t3a a A.PackrngMatenals Mrn,4114,in.thrck thickness n pe l ypa ope 9 Pe 9 the required` thi n o fill material. b recessed om rr ac of to accommodate eck ass f material to efrom to surface e floor rn �p floor. At a ii applied within a Hulas flushWith, o f t t Ck fill match A surface R3 Sealant Men 114 to the ne ae w a B Fr1[ Void or yr Materials' at ss of ed n CSe . Vo a_ P - P PEA . c et i ' interface ore the to d cmcr fe men 1t4 in. dram bead of fill material shall be red at the can r contact tocaUon between an e , a apt_ � � _ _ _ P RIPe ' surface of the 1100r. tart HILTI INC - CP �' Flexible Firesfo -.Sea # HILTI CONSTRUCTION CHEMICALS, t�tV OF Hl C 6E1 F€e I _p *Searing the UL Classification Mark no Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilt! Firesto P Systems October26, 2002 NOTE: THIS ASSEMBLY CAN ONLY BE USED ON A CONCRETE FLOOR WHEN T-RATING IS NOT REQUIRED PER CBC 714.4.1.1.2 EXCEPTIONS 1 OR 2. • FLOOR PENETRATIONS CONTAINED & LOCATED WITHIN CAVITY OF A WALL ABOVE THE FLOOR OR BELOW THE FLOOR DO NOT REQUIRE A T-RATING. • FLOOR PENETRATIONS BY FLOOR DRAINS, TUB DRAINS OR SHOWER DRAINS CONTAINED & LOCATED WITHIN THE CONCEALED SPACE OF A HORIZONTAL ASSEMBLY DO NOT REQUIRE A T-RATING. PENETRATION THROUGH CONC. FLR./WALL/BLOCK WALL - - SCALE: 12" = 1 -0" TYPE CHF, ISOLATOR SCALE: 6" = V-0" --ISOLATOR (TYP.) HANGER ROD -- TYPICAL U-BOLT OR STRAP IRON - ISOLATOR 4 PIPE - TYPE A ISOLATOR -- OVERHEAD STRUCTURE I I \_- CHANNEL SUSPENSION (A) NUMBER & SIZE OF PIPES VARIES ,U-BOLT OR PIPE STRAP -CHANNEL FLOOR /Z SUPPORT (B) NOTES: 1. DO NOT MOUNT NON -ISOLATED PIPES OR CONDUIT ON THESE SUPPORTS. 2. ATTACH HANGER OR SUPPORT MOUNT TO STRUCTURE USING AN EXPANSION ANCHOR. FILL VO CAVITY AIRTIGF FIRE RP BARRIE TU40UGH PENETRATION - TALLIC PIPE, CONDUIT, \ITS OR TUBING NCRETE SLAB - SEE STRUCT. XCEPT IONS: PENETRATIONS BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS OR CONCRETE OR MASONRY ITEMS THROUGH A SINGLE FIRE -RESISTANCE - RATED FLOOR ASSEMBLY WHERE THE ANNULAR SPACE IS PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHEN SUBJECTED TO ASTM E 119 OR UL 263 TIME -TEMPERATURE FIRE CONDITIONS UNDER A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE -RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. PENETRATING ITEMS WITH A MAXIMUM 6- INCH (152 mm) NOMINAL DIAMETER SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE FIRE -RESISTANCE - RATED FLOOR ASSEMBLY, PROVIDED THE AGGREGATE AREA OF THE OPENINGS THROUGH THE ASSEMBLY DOES NOT EXCEED 144 SQUARE INCHES (92 900 MM2) IN ANY 100 SQUARE FEET (9.3 M2) OF FLOOR AREA. �. PENETRATIONS IN A SINGLE CONCRETE FLOOR BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS WITH A MAXIMUM 6-INCH (152 mm) NOMINAL DIAMETER, PROVIDED THE CONCRETE, GROUT OR MORTAR IS INSTALLED THE FULL THICKNESS OF THE FLOOR OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE -RESISTANCE RATING. THE PENETRATING ITEMS SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE CONCRETE FLOOR, - -- ------ - - IF PIPE IS SUSPENDED FROM -OR DIRECTLY ATTACHED PROVIDED THE AREA OF THE OPENING THROUGH EACH FLOOR DOES NOT EXCEED 144 SQUARE INCHES (92 900 TO STRUCTURE OR OTHER BUILDING ELEMENTS, USE mm2). 3/8" THICK FELT, OR 40-DUROMETER NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE HANGER 3. PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE -RESISTANCE -RATED ASSEMBLIES AND NOTE: THIS CONDITION CAN ONLY BE USED WHEN: INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS THROUGH PENETRATION OF FIRE RESISTANCE RATED INCLUDED IN THE LISTING. HORIZONTAL ASSEMBLIES SHALL NOT REQUIRE TO COMPLY WITH SEC. 714.4.1.1.1 OR 714.4.1.1.2, PER EXCEPTIONS: ISOLATED PI PE PENETRATION SCALE: 6" = V-0" 1. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES WHENEVER A - PLUMBING PIPING OR DU CT PENETRATES A FLOOR CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR CEILING ASSEMBLY FROM WITHIN A WALL. THE INSULATION SHALL BE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCT. 2. DUCTS THROUGH RATED ASSEMBLIES REQUIRE DAMPERS.. 3. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH C.B.C. SECTION 718 IN THE FOLLOWING LOCATIONS. CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING a. IN CON , FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. b. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVERED CEILINGS. N d. I CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER STAIRS IS UNFINISHED. e. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. 4. ENVELOPE CEILINGS MUST SATISFY THE FOLLOWING CONDITIONS: a. ENVELOPE CEILINGS MUST NOT BE USE TO PROVIDE FIRE PROTECTION FOR BEAM AND GIRDERS SUPPORTING MORE THAN ONE FLOOR OF ROOF. b. COLUMNS MUST BE INDIVIDUALLY FIRE PROTECTED- C. THE AREAS OF OPENINGS FOR COPPER, SHEET STEEL AND FERROUS PIPES MUST BE LIMITED TO 100 SQUARE INCHES IN EACH 100 SQUARE FEET OF CEILING AREA. DUCT OPENINGS MUST BE PROTECTED BY APPROVED CEILING FIRE DAMPERS. d. INDIVIDUAL ELECTRICAL OUTLET BOXES MUST BE OF STEEL AND NOT GREATER THAN 16 SQUARE INCHES IN AREA. 5. IN FIRE -RESISTIVE EXTERIOR WALL CONSTRUCTION, THE FIRE RESISTIVE RATING MUST BE MAINTAINED FOR SUCH WALLS PASSING THROUGH ATTIC AREAS. 6. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE STOPPED WITH AN APPROVED MATERIAL. a. COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE THE WALLS OR PARTITIONS, PROVIDE TH EY ARE FIRE STOPPED. b. OPENINGS FOR STEEL ELECTRICAL BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT AGGREGATE MORE THAN 100 SQUARE INCHES IN 100 SQUARE FEET OF WALL OR PARTITIONS. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. SEE DETAIL C. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMITTED IN 6c. ABOVE, THEY MUST BE QUALIFIED BY TEST CONDUCTED IN ACCORDANCE WITH C.B.C. SECTION 703.2 7. SMOKE AND FIRE DAMPERS MUST BE INSTALLED PER C.B.C. SECTION 717.2. 8. SMOKE AND FIRE DAMPERS MUST BE INSTALLED FOR DUCTS OPENINGS IN CORRIDORS. 9. CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS. 10. ALL PLUMBING PENETRATIONS THROUGH WALLS WHICH REQUIRED PROTECTED OPENINGS (OCCUPANCY SEPARATION WALLS, AREA SEPARATIONWALLS,CORRIDOR WALLS, AND WALLS TO CLOSE TO A REAL OR IMAGINARY PROPERTY LINE) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING. SEE PLUMBING DRAWINGS. 11. EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. 12. PLASTIC ELECTRICAL BOXES ARE TO BE CLEARLY IDENTIFIED AS APPROVED FOR 1- HOUR CONSTRUCTION. 13. PENETRATIONS OF THE 1-HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNIT (INCLUDING HEAT PUMPS REQUIRE DAMPERS AT ALL CEILINGS PENETRATIONS. SEE MECHANICAL DRAWINGS. 14. ALL OPENINGS IN FLOOR ARE REQUIRED TO BE ENCLOSED BY A SHAFT HAVING WALL, FLOOR AND CEILING OF 1 HOUR FIRE RESISTIVE CONSTRUCTION. 15. C.B.C. SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES 2504.1 SCOPE. THE FOLLOWING REQUIREMENTS SHALL BE MET WHERE CONSTRUCTION INVOLVES GYPSUM BOARD, LATH AND PLASTER IN VERTICAL AND HORIZONTAL ASSEMBLIES. 2504.1.1 WOOD FRAMING. WOOD SUPPORTS FOR LATH OR GYPSUM BOARD, AS WELL AS WOOD STRIPPING OR FURRING, SHALL NOT BE LESS THAN 2 INCHES (51 MM) NOMINAL THICKNESS IN THE LEAST DIMENSION. EXCEPTION: THE MINIMUM NOMINAL DIMENSION OF WOOD FURRING STRIPS INSTALLED OVER SOLID BACKING SHALL NOT BE LESS THAN 1 INCH BY 2 INCHES (25 MM BY 51 MM). 2504.1.2 STUDLESS PARTITIONS. THE MINIMUM THICKNESS OF VERTICALLY ERECTED STUDLESS SOLID PLASTER PARTITIONS OF 3/8-INCH (9.5 MM) AND %-INCH (19.1 MM) RIB METAL LATH OR'/2-INCH- THICK (12.7 MM) LONG -LENGTH GYPSUM LATH & GYPSUM BOARD PARTITIONS SHALL BE 2 INCHES (51 MM). 2504.2 ADDITIONAL REQUIREMENTS. DSA-SS & OSHPD 1 AND 4]IN ADDITION TO THE REQUIREMENTS OF THIS SECTION, THE HORIZONTAL AND VERTICAL ASSEMBLIES OF PLASTER OR GYPSUM BOARD SHALL BE DESIGNED TO RESIST THE LOADS SPECIFIED IN CHAPTER 16A OF THIS CODE. FOR WOOD FRAMING, SEE CHAPTER 23. FOR METAL FRAMING, SEE CHAPTER 22A. FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS, SEE SECTION 2506. FOR GYPSUM CONSTRUCTION, SEE SECTION 2508. 2504.2.1 WOOD FURRING STRIPS. WOOD FURRING STRIPS FOR CEILINGS FASTENED TO FLOOR OR CEILING JOISTS SHALL BE NAILED AT EACH BEARING WITH TWO COMMON WIRE NAILS, ONE OF WHICH SHALL BE A SLANT NAIL AND THE OTHER A FACE NAIL, OR BY ONE NAIL HAVING SPIRALLY GROOVED OR ANNULAR GROOVED SHANKS APPROVED BY THE ENFORCEMENT AGENCY FOR THIS PURPOSE. ALL STRIPPING NAILS SHALL PENETRATE NOT LESS THAN 13/4 INCHES (44.5 MM) INTO THE MEMBER RECEIVING THE POINT. HOLES IN STRIPPING AT JOINTS SHALL BE SUB -DRILLED TO PREVENT SPLITTING. WHERE COMMON WIRE NAILS ARE USED TO SUPPORT HORIZONTAL WOOD STRIPPING FOR PLASTER CEILINGS, SUCH STRIPPING SHALL BE WIRE TIED TO THE JOISTS 4 FEET (1219 MM) ON CENTER WITH TWO STRANDS OF NO. 18 W&M GAGE GALVANIZED ANNEALED WIRE TO AN 8D COMMON WIRE NAIL DRIVEN INTO EACH SIDE OF THE JOIST 2 INCHES (51 MM) ABOVE THE BOTTOM OF THE JOIST OR TO EACH END OF A 16D COMMON WIRE NAIL DRIVEN HORIZONTALLY THROUGH THE JOIST 2 INCHES (51 MM) ABOVE THE BOTTOM OF THE JOIST, AND THE ENDS OF THE WIRE SECURED TOGETHER WITH THREE TWISTS OF THE WIRE. METAL PIPE THROUGH 1 HR. WOOD ASSEMBLY PENETRATION THROUGH CONCRETE FLOOR/WALL/BLOCK WALLj� �`, TRAPEZE PIPE MOUNT - �` FIRE PENETRATION NOTES7) SCALE: 12" = 1'-0" SCALE: 12' = V-0" �SCALE: 6" = V-0" SCALE: 12" = V-0" Plot Date: 9/9120'9 10:57.3v AM Local File::":;tJser,31rrnarinelarer:ak-DD)OL:rTra rrts,Ei6079_L;+arnposite_2019_Wvladnelarena,rvt Consultant File Background Info: a� drawn 0 Q submittal co 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 o- 4th Plan Check Submittal - - - - -- 09/09/2019 -- - U 0 -- - revision date U N 0 -- - a - - i L 0 -_ Cn Q Cn 0 Q) Cn L consultant: N L 0 L D a ui U 0 s U owner: co O 0 c 0 E nL\ W Q c ai L L 0 L Q O co Q L Q. X N N 0 - c>s Q 0 0 a) M 0 C) lot' FOR CODE COMPLIANCE LO DEC 9 201 9 N U � BUREAU VERI TAS NO RTN sHE RIC INC. �c 0 (wl Q N 0 U LL :3o CE Cn L W O O � d- > _ co Q CL < 0 Q. L C) U a) a) _C U L V/ E E W 0 E 0 0c) 0 '� N iCAI ] m L 0 lie0 L Q Q U X N N L ai WITHEE MALCOLM ARCHITECTS, LLP aR w,TtiF Fo 2251 West 190th Street 70 Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 2-Z C . C N O Q FIRE RATED PENETRATIONS N L O co Q -o SHEET TITLE co O SHEET No A810-A. O co N co -, job no. B6079 ``�(IOU System No.,F 1009CS _ _ 0 CFassfrtad by underMitera LabtS bnats, tnc to UL 1479 and CAWULC 8115 11 -(D,,., 1*'� 1. I I � � . . . . Af_% I � ... . I �A11 _", 11 11 x 'f:`; I., ..."I.. 7 . I , _, eoo . ____1 :��� �) � 4> L A .. ____� . . I 4. :1. SECTION A -A _ - riats and in 1,;Floor Ceimg Assernblir _The 1 or 2 hr fire -rated solid or truaead lumber floor -ceiling assembly shall be aon;cied of the rrta Ra of the firesto stem Resistance Duct The F the manners ell in title individual C600 Series Floor -Ceti' Des' ns In the UL Fire P system P9_ aY f fl ii m;. . The general s a e o asw are summarized below' Is equal to the rating of the Hoar ceiling:ssembly a ge ere construction feature #1 a-cei ng bty _ A. Flooring System - Lumber or plywood subflocir with finish floor of lumber, plywood or Floor Topping Mixture' as specified in the individual Floor-Cellin Design. Diam of to be max 1 in, than diam of pipe. As an alternate, the opening may be square -cut with a max 99n�9 P P . tr t of a•: drmattstci[t 1 rn. a e thanthe d am the, pipe. f $: Wood J date - Nom t0 6, deep (pr deeper} lumber, steei:or. o0mt6natfort Wbeir and sheet ll i trusisies w- StructuratWood Mim.bor8��` widl . _.. 1. ' bridging esrequired and with endsfirestopped: C. Furrinhanneis - of Sham As wired) Iiletit' nixed straei 1ru►iieilad m atxxdarice with the marurer specified in tti6i': 9 }-( req galva _ i the Fire Di individ L Desi n e Rom' nee ual lace t# D. Gypsum BdWd* � . Thickness , numberof layers andibstieners shall b a4 ed:I .the Indf dual Floor .,Diann of YPs _ Y g L9n opening lobe max 1 in. larger than diam of pips. Reproduced by HILTI, Inc. Comte fef Undemilters Laboratories, Inc.: Hilt! Firestystetnt�s December27,2015 Page: 1 of.2. R g ANS11UL147S (ASTtv9 E814) CAh!/ULC 5115� F Rating - 1 and 2 He (See Item 1 } 1=`i�ting -1:�'2 Hr ( Item 1:} T Rating - 1/4 Hr FT Ratlrlg - 1t4 Hr L Rating At Ambient - Less'Ttran 1 CFM1sq ft FH Rating -1 and 2 Hr (See Item 1 } L Rating At 40ta F - 4 CFMI�+q fit FTH Rating -1/4 Hr L Rating !t# Am�l�rit -Loss Thant 1 CFMIsq ft L Rafttl�}k# F -:4 GFMI� R ; rem No. F-C- 009 U_ 1.I r staggered h 1 or hr fi single, double o sta wood n rant Item 3 ma be a r>a-catiad 2 Wall - do <-The through et Chase {OP u9 Pe ( } Y rqutsd.ttaraug 9 g9 stud€ um board dum wall having a fire ratingeonsistenkwith. that ofthe steam -ceiling � assembly. Depth of chase wall to be min 1 in. greater ... gYPs "27 f individual U30Q 'ttt�r the diameter of the thrcaifi It penetrant. The -chase wall shall tale eorastrvcted of the materials and it Cite manner speared in !t>e 9 `Sedes Wall and Partition Designs in the UL Fire Resistance Directory and -shall include the following constructions futures: 4 in. s all tttrou h- enetrant9' item 3 A. Studs Nom 2 by4 in., 2 by6 in. or daubie nom 2 by 4 in, lumter strxis. Nom.2 by siuci are , Qaireci trx g p ( ) I.not exceeding nom'2 in. diam. S ;Sole>Plate - Nom 2 by 4 in., 2 by 6 in. or par Iel 2 by 4 in. lumber plates, tightly tutted. Diarn 01 openirt3g is tio.t* max 1 in. target diam pis, As an alternate, the operting may i11. re tiara-cutwith a mail dimension 1 in. greater that i'bie dlam of ifte plpe. Plates may i e discos irtuous over opening, temtinating at two opposing edges of opening. Max length of discontinuity to be 1 in. greater than diam of thmfgh penetrant sets of rallel 2 4 in turn ates nom 2 b 4 in. 2 b 6 in. or tyro bar t buti5ad. G a Plate The daub I of , T cgrtstst two by Pl I+ to Y Y Pa P . iivp with a mate dimension 1` in.. Diem of opening is tie be max 1 in. lair Dian diam of pipe. As an alterstate, the opening may be square -cut greaterthan dlam:of the pipe. Plates m$y tie dlscE;DtttIl1tWus over opening, terminatlrtg et two oppos)ng edges of opening. Marc li9ttgth tit'' discontinuttyto be 1 in. greater than diam of through penetrant. D. Steel Plate - When lumber plates are discontinuous, norn 1-112 in, wide No. 20 gauge (or heayier) gaiv steel plates shall be installed to d to la each di tin s conned dtstiiuous iutnber plate and to pmvide a forth hx the fell materiel. Step plates arse p 2 rn,>gr>to ea scan ucw 'th' r nails. l m r and to lumber lutes wf steel screws o u be ate secured � _ p E. Gypsum Board* --Thickness, type, number of layers and:fsteners shall be specified rn inditiidtrai Waii aiui Partition Design. tuft lit be t installed within fi wit or d 3.:Tttrough Penetrants -Cute metallic pipe, conduit tutting tole stall i testop systami. #, conduit mg rigidly 1 n. in: in.: max i ,The The r within th fi al be m .tl iaEaxtntact supported tinted on bath.sides of floor assembl a annular � e _ tali .. ,, Pp _ Y � reshap sysbern _ _ _ blowingsizes of metallic pipes or conidutte ma be.used; types;efld ti. P Pe Y A. Steel Pipe -Nom 4 in. diam (or smaller) Schedule 10 (or heavier} stW,pipe: B. Iron Pipe - Nom 4 in. diam (fir sritaller) cast tl ductile iron pipe. l u' I metallic tubing car tt am ors alter et bin area . C. Conduit 4: . clr m ate n Nom ir1 ( } g., r tulb D. Copper Tubing - Nw 4 in, diem (pr>smqlier� Type L (or heavier.;ooppe rig, E. Copper Pipe -Nom 4 in. diam smaller) Riegular (or ht►iery dapper pipe- . ii :.. a with t rf6ce of fb.&*- teed >irdhrn th annulus the M 314 n. thickness fill material 4..Fi11, Vord nr Cavity Matenaf Sealant trt iapp _ , flush _ o su or plate. I within the annulus, fiush'wfilt bottom Made of ce�B lower ttie`stile ' a�. Min 5/8 Iri.::�#elcness of fill material applied `the a �8. tc�p pia pl 1 F I F n nt. s al on ' I RL DIV F HILTI IN P S C S S S L OG CP60fi or S-0 a Scala (Note: lib HILTI N TR CT HEM 0 C C 60 Co S UG OIVG C S , { 9 �1 when Fs -ONE Sealant isI. lased. *sWr :the UL 0im m.ditfon Mark' rig .. Reproduced by HILTI, Inc. Courtesy of tJnden liters Laboratories, Inc. Hilt! Flrestop Systems Deeemb�27, 2013 Page: 2 of 2 Sy*m o F'-C- 074 _ s Ftetng - 1 Hr T Ratings -- 0 and 1 Hr (See item 2) to Frsst?,..: - ihQ 111r [i d `br tr s f #urn r "exist #iaor-Ee3lin sae .. .oral#use cans#i1 d t'lf:,ft in t ais.an l it ilia .... ,. ail 9 l .,.0 i .manner specified in sal rdividual L500 Series Fb1.6i-i✓!eilin+g 1.0"'*ns.in the'uL Fire R61swrim.0irectim the erterai c rtstructa t # ire es;,#ttte 11 i#dor c,e4inted assembly ,arcsurrimaCt�ed belc'w. A Rcr tirin1. g Syste;rn - lumber or plyw, and strb&w With firgh fimt-(iflcrri'tbpr. ply nr Fim IrTopping Mixture' as sp tired i t the MWWWai Floot> tin . OesiF n. Max diam of opanirrg.sliali be 3 *t;>( 6 MIn)'. . cs d1.s �. e . �t r 8, W �lelst , #�lart� ft n. t254 rrirnp steep or deeper} lumber, st1.ep tf-�x.nNfn41<I0. lumber and steel foists. tree,>s rs or<Stni at'r lembew-with bod€d€hg as redtitred acid with ands firestopped. C G ar t hoard* iorl 4 f¢ i.1. 2 1 ,villa by 1I tn, i�"t.r thick as SpeGfiBd in the tadivW .-I qo€ a ign. Gypsuoi boars t:se ri ... R. tow ;errata orfurrSrig f,anrvef .as e> ., Iri. re dnarrta3f t l✓ r-C%ieaIngi sf n: 1 A. Ct aSi W�l -. (Optiona€, Not Shi�#N --- ; he thr gh p��trant5 €tern 2) tr ay be rt�;trtiyd tf � a is hr sire r slog e. Stot3trta cis drop f opening cavity r ` er 1't (� its or�c1 atypslilrr ttoard:ctrasr .vrl tleptti ztfcttyrsa vttill ,tcitl -evit to be iltn 1.2 tn' (i3 mmteal. t an d€pmeter o.. P� ng cut iri tfe..arid 11 1.;, _ i s g,. p states t�i ncomm to the hrou h . ner3artt tterri 1 r. The cl1 Se watfi sttastzl be carasltir tett:t f ti e rra.i:riais acid . r tl a ma inter spec l t it1 the -.: g t P ,r cn t s: e the. € in n trt3C is fe I I e r and s•�a� tncu w s inssr fr�I.ua€ tl3tl0 Series Walt rarrr Partitlort C+er' ns ii�tt;e UL F..e �esrstance Di#wry _ � g a .. _ A. Stu rs m^ t�lcf 2 ti 4 in, 51 bs{{ 11? iitn:']]. 2 ti ifs, j5? by'f 1521irre }, 4 b, 3 :ri, f�A b 2£l3 rriirl or t3ouk11e ncsrri 2 tr J 4 in {(5t; 1 2;mtf7 r� lurr;ras. Studs. , t . tc frttrr : A i1<. P1. . � a . . 1 1 rSr 2 1.,: in.1 1 2t min lurril9ei' la rsr rlvtrfate S. Sz3tt� .late Y..., Norr12 �} �+ r.. tu1 b> 102 n�, 2 ta3 6 rri, }5 b} a2 mrrt):: bY:�I..�'. �1 .:. ., ) -... P ;... r 5 *.., > :, s f r ti s r. >'s r Sc a b3..be r..n 1 its: wee 1 tf 1 x. mot .lufitber ate_ t rrtl tRrtt file elslar c er. t>N seater in sate: laic. y. ,_ i 9 Y i 9 i_ than dtarri of in i+1ax diam o' opening sore plate i$ 3 in. {140 mml. y �. 7.,. r:: .. by: r t ...... , _ r ... rt. 1 a _Zii3 rriiri r b, rr. 51 b 1 r2 2 b 6' S1 i?2 r o^ b t�. Tart P;a�4. . #,., t:�r�11i1_ trs�+ I; chart _onsist �, h�o �o.ri y t Y ), .y { y f y (. Y } is _ _ > ,. t' r 3 t t # 1 r r3 Ta 1 r r t *t. butted e ► a to be cerate +ell e_ r -& w: r1. err b rrttti :tun la es tl ,l�r u ell e e C rccu a # m tea o 2! b 4 b1 t12 i I� u a Mite itrr ,7ii p. i _ p p Y t }" p . s s f. a^e rs5-1,t2'rrf 1 tlsr m # " 3 r tit rrt i < Max diam tt enin ria la ~ to be rrtirt r1a.. pbCnm ende a drat' o t P 4.; ) ::. g . l i. f3. G 'p>um Balers,° - thicDc�; type, nuririber of layers and. {esteners s1. tse as if1¢ d in iris? v +vat Wall acid l'art€t rirt sign; Re rxli riGred icy 11lt.Ttr: irtc. �sy Underwriters LaborAU*1.01'Jm. DerttEt i$ lMlilll€ Fir+f stop Sy$ elms __ yste Nme `.: F-C-3074 .: 1. C uS F R1.ating --1 Hr 0 c,a,s;•ecq '�TI� It .:-� 0 and 1 Hr (See Item 2) I)r�rJerw it--m Lab,mti ns, Imo.; r, r 1 e of f s 1. r nt o the ` ss-secfl©reef area of the nulsr ::'Evsrttles �- A r a.e crs se,anai arm ct trt .. frl to ire rnaxti Ice 09 9 between the. cable bundle and tie: otttta e1i1n. i0 . 1.ft fJ iti._t ;_irtt a;ritartl tc x Lift, ¢25 ffim C al iita oe ei ldl 4. rI.ted art ... 4 3 C f: tiorr f f . and s may seti: txatlt si(ies taf'ttte flor)r-iiirsg asserrtbty, y ce�n o t €fig t sr� e . o, user tgsridtlCtcr t ay be e A. Max 1:paitr Nit. 2d AVYfi:tsleph one cabtt,t+ln PVC insclafrrr� and lack t. ,', . ry 8, Max TC 1401:1:0 A a wRIh round Type; f1_ot�r� metallic sheafhed ,iRoPzXxl c" ivit11, C inst�atior1.i arts# ester. C, Max 3/C W+ hrgroutid No. 21;0 A4 aIOMi.n= SER came ylith PVC irSSutation and jacked: 11 D. Max 3,C No: lftA�lC copper cviiduI steel'clad cable. 11 11 E, Max 24 fiber � ratite. F RG .a9U` coaxial cabia. G. CAT 5 data calms. I I11 ..oat and cttel. etc vw Eft 3i� l�rrxl w.s mailer a unittam Sl«R cab avtth l}C nsutatt a M 41C 4to ( t fl l sTi I'llr P Tftr� h f�tr_On ice '' Attjr. les> b eta€ -Clad Cable pi Ar naiad Caiate . c�rrren Y C as_a ell �rrt ti . hr�i a, 3irating, Pro .uc1. olegory. See Through Pe',0-c4ng POd try (�i�iLY) 03togory in the Fire Re :r nt�iDlrertdry for ri;lrnes cif rl nu5aC *% T-fe T Rating 1s 1 tSr for wattles 2A tfirxtu 2G- The T t alirr is g fir for.cattles 2H and 2L. ;. - t. 3: Fit€, +yf d.or t a�ytt materials*�Ualant;.- Min 39 in, 09 rain i thickriess of sealant apoierf within tha;annutt's 1)I vr. the ;� suCface:of f fi } ,, •. r tout is €aye al sLsrrt hard mr: 1. ' aril.1. i vrithifs.... ' it�IililS.ilE3 . 6Yitrrtf!@fiat s rt 5.8 tie. ,1fi rdrn thirkrr• . s oft a a l eel clt or #e lam and rtif a o. ,p . , i tale <. 9, F r m r� i. t' s, -. 3ii. i.: interface and G d i IdtE tt Ce �i cable t?kiri i£ a , r s a rill ubflcto ,. or Ica e _ n m a slater read of calla, t III at cab€$ iiu u plate AN 111121rt',:(1 3 7 d pp � 9Yla t ?i ,r .1 11 beard or to p art Intrd,_e a yfil t cc tact .ttcatatts. P ,, rr I�it ` I INC u CA x' `te lr'rest Sealant l HEM.uL✓ Dlv C}F LT Fie rb r ti iLTt CONSi'ft. CTI. r C , l,l P 1; k f3eari the UL Classif=t on N -lark . - l d ley i Il~Tl.:tnc O Undef,writer-s Laboratories , December �'3.2€'- H i lti Fi f st+It�P ;yme-tr� s :2of2 Y� System No. F-C-2232 F Rating -- 1 Hr L) T kiting -- 314 and 1 Hr (S" Iiiafrt. �` C 1... I O 1. .. 11 �°� -1 - P_,", a� .: -F � , I A11 A O .. @ , _____ - / ;] 3 Q 11 SECTION A -A f he materl andin the I lu7 assembl: shall be construe ed o the als 1. Eloor Ceiling Assembly The 1 hrfire rated solid or trussed umtr loEst fifer ce1 g Y t _ it construction f ` t re f ' R isf Directory, `al c _ns u eau s Design;' Fire es an e D The. er o tr o manners specified in the individual L500 Series Floor -Ceiling to tf UL c ct �7ptr pP _ _ � 77" _ the floor -ceiling assemblyare..summarized.befow: Fluorin Lu b r :!<: dsubtloor finishtlooroffumbe[. woOdotRaor7a n 10i. .. it *ass Gfretfrn. . g S�Istem m e or plYwoo ut.. I i Y pP# .. . _ ... _ _ . pe individual Floor -Ceiling Design. Max diam of opening shall be 5 in.. x -.:u > r to Woad M. i deeper) t mbar, s or rtaxt.lumber and::steel> acts ..tr. ssies o . Luc rat embers B: Wood Joists Nom 10 n. deep {or deep } u tee! eerrn ,: ' to " h bridging: as:re vine and with ends finestopped.- :with d d a PP n9 Q iall be in, i t e:r dr. Floor-CeilingDes n E dt : , <of n s goal thick, 4 v+e de s c ell n ih . n 'dualMax:alas errs sum Board* Nrtm>5/8 rn th ft as fi _, Gypsum _: lam_. .. - g oP 9 2. Through Penetrants -- One nonmetallic pipe or conduit to be installed concentrically or eccentrically within thefirestop system. Anrular:space g p p Ys pd ri .... i s ' tint o e`` i n. ins contact and max 1/2 i , P or conduitto be rt d u btu#h sfd & between pipe or conduit and edge of opening to be m n 01 (point } n 1p 9 Y pp metallic i or conduit u d. and sizes of non es s e se of floor -ceiling assembly- h :ollowfn s n ma b T of pipes y g9 tYE� P i f u in closed (process or c ell fie ; di or cellular ,ore VC e r use coed C I i Y Pipe Nom 4 i i. diam or smaller) S h t 4fis d d a A. Polyvinyl h a' de P C i I A�p P event in toms. r vented dr t o o v to e s s. _ $tf (drain,,. WaS. .__ a i }� _ .PINY ( P Y (process or I smaller) 1 5 C i e dr in closed su r n t P I oxide PVC Pie 4 in .:d or mat er SiR. 3.. CPV . f r use I n a ed o n Ctfl G loor>7 am B, Cii _ ply) Y� { P t } p p (p P Y piping systems E�:00E�=E::F0 Rteproduced by HILTI, inc. Courtesy of U Underwriters Laboratories; Inc. 1. FIREST®P �lt'STEM"�il 20� C US' 11, P�Ige:.1 of 2 System too. F-C-2232. F Rating --1 Hr T Rating -- 314 and 1 Hr (S:ee_ Items 3) r I. t . o The6 es s stem arras onsrs of thefd S Frrrest S.:stem . ..lowing, _ P 3f � y e r f vura tri ontinu a 1' 4 in. vui e intu nt wra stri . La e s o s o C en Std r -Nam`' .1Fi #n. tlfick" b 31 d mI - A. Fill , Vacd or avtty 1tAat ai Vilrap . p 3► y P p Y p PY wrapped around the pips and hdd in place with Pape. Wrap>strip butted tighf)1 against surface of.eeilir,g: HILTI CONSTRUCTiON CHEMICALS. DIV OF - - 1- 1 " Stn HILTI INC CP648 E Vv45/ 3 4 Wrap p Nom Diam of Pipe in. Number of Wrap Strips Min/Max Annular Space; in. T-Rating - Hr. 2 1 Q 1/4 1 3 2 0- 112 3/4 4 Q - 1/2 N4 a ailable from the sealant ttianufacttit . E. Steel Colas Collarfabdcafedfrom t�rds of precut Thin 0.9171.n.'thick (No. 28 MSG) g�v 5tee1 v r n assembly. The Collar shaft be nom 1 314 in doe with 1 in. wide b 2In. ton anchors tabs on 2 in: centers`tihr se.,urefnent to flot�rlceli g P Y g t ¢ T i l bent toward t i e surface. Collar be ti tightly vvra ed over opposite srde incorporates retainer tabs; 112 in, wide b} 16 n. ong pre tie pip 9 y pp the wrapstrip overla in min. 1 in at seam. A nom 112 in. wide stainless steel hosed ., shall be secured to ft.:c tar at its mid height; 1, pP 9 Every other anchor tab of collar secured tc gypsum ceiling with 114:in diam by 1-1/2 in Ipng.steel toggle bolls;ttt t unction W t>f 1n."YY4 irl.diameter:sted washers, 'G Fill, Void or Cavity Materials*-Seaant:- Min 5/8 in. thickness of fill material applied within the afttus,:flush with the botiorn surface of P annulu flu nth Surface fthefi r, n. thickness f fill iinatenal applied within ilia s flush wf c a _oo u o rd c., If � : 1n:518 i ekness o the€gyps. m b a f r,g M t ply p HILTI CONSTRUCTION-CHEMiCALS, DIVOF HiLTI.S-ONE t INCG F Se aE. -- he f to i ern of I w 4. FirastopSysteni {Optiorrak;: Not showrr)As an options to Item 3, the frrestop.;yyst shall ctitisrst t a rig. A.. I'irestop Device* -- Galy steel ddlarlii ed vvtthf o'n' inaimascent'material sized to fit the spy 'I .. diam of pipe shall belinstalled in u rri 1. accordance i th the accompanying rnstatleiican instruchI .ns:: voJla� to be installed and retched around;. the pipe>and secured to the gyps 3 C - / Ided. ceiling with in. diam b 1 112 .n. Ion steel t sir bolts with . � m. diam .:feel washers through hanger tabs. ov board9 � Y $ 099 g 9 Pr HILTI CONSTRUCTION CHEMICALS, DIV OF :HILTI INC -- CP:643.5011.5'N, CP 643 6312"N, CP 643 90/3'N or CP 643110/4'N Firm. Collar. ---.:Min � #f he bottom sr rf >~ettf I'llr a `t . s, Scdari 510in. thickness of fill matala ledtitnin the annulus flu5ti wit t a :l3 €=ill, Void. -Or Cavity Ma anal. #PPI . t r rh m. t n o fi renal a fed vuithm he annulus. flush vwth ttte:t surface of .he floor. the gyp;itrit'boa d ce tlg. Mm8 hick ass, f _Il ma ppl cap HILTI CONSTRUCTION CHEMICALS. DIV OF HILTI INC FS-ONE Sedant *gearing: the UL Classiftcation Merit _ __ ® v�gS(Ff� 1;__=00E==TJ=0...0 FIRESTOP SYSTEMS' C Us : 2 2 Page of t Voad,Joists fvlL" laeTs' wtti it'f fs kl t �,. Chase 1 ,3rltGrr; 1 __L t!. ... .... ,tie f� l#r. k .n.9 A Studs - ' . sole PI le , ger . :Q TOP,Pic ..tRAF;s,1 Q. Gypsui :. 1r. 2 13, oiami Section A -A System No. F-0-M4 r : ,_ , . , r Na i0t ---- ' if �ctditj > i H : i t"'fC�rJ��a *�� 7GN17r�r fit c�¢�9f� r 4^ r. 1 rn l_ �i r d � . 8t�1 , 4 rt Nc�tl tVJr t -I lE' *"t vt:igl t it E .11 35r.Irr, t U�,rc.ichose %N, . i. I�ow., ()rr. �. uC<^llrr E'e !� #e'lf? i'1[1 �i 1 t} f'a tint? n livi , t 4QL 5� r"a , !?!• feat irrs>. r t 2 Q tit or E uh'e. tior R 2 try by fi:. 2 t.y;0 its cr tl i�a12.I? test p of 11 i Sbly s'talt !'~e. W. fotrtr,i 1 of lti¢ tr .t€�r d �a wl it t ,J vista rce irre�;ier asrrexari�r d;eicsv� fla.� Q,f 4� �ita�r Ryw ov Floor. Topping ture#aas�specitid i,I . . x iR.tarti'dfi fatY`fs#e�tti �� t errlb r •atf a r t nil xax a?x e1 st�I.lV is t u ws t�i w1# ,u.A:.rrat'> Vbd,1- ed. �t�rt6icas rAgaif-�'r m tt,r~dry �i;al F�,,or-i(riU G6�tgr '�i� of t^rtiiin,YM�r tP #iIr C;t.(I #{ flp .t`;11'CrQ,dtZt tE?:.�`' 'd ai str W. .,,-SAU #e>'3e d71in 1 z t. I gi - t r tt1an eff.$rne��r {3�I. : (l V. bite 2. , tie�i'h W 1] gill: t3Ch fK4�r)S Uvt1.Pl G 1 r lratPrfr -C rk 't1J'or" £36.C9rfi-x In tfk", Ul- Rre Rt %-4,3n1 kA :-i;ni?Ct S(tA-f,I , strati t( 0A_' : 1. a ri rc r"sf9 �bs3i pl ? s t>yt t€j� f3 t!1 ;Ora ?f op.iq '.� r s o e ry ax , ii?;. ;1J'y 4 ir.i1. Isom % ty5 ir; r'f-tu€ao %of ati.d 2 by 4 lt`1., Iur'l , '1. t. Toi _ ai11 of tct tear$<?M� . i Ile i s :find H1, V lrrrfivid1J0 VVA( aid Fti t 0 �: s c .. 1 c s r v 4. .t � , t� l eat1 orE ��1 n--if . 7'� -,,rtdG rVx. ) .,�1r, Milk 1 1 ,i�{ )z` = � I _ SHEET MTL. THROUGH DUCT THROUGH 1 HR. WD. FLR. ASSEMBLY 2 SCALE: 12" = V-0" r�stel°rll No. F-C-2262 F Rating ,.1 Hr TRating-1 Hr 1. SECTION A -A �`vD 1 4 <. Flonr-Ceilir A$,$t blv-rt.. The 1 l r #ire -rated sOW Oetru J lumber joist floor ceili rig gas" ly s tall# canstruc.ted al the m aterals and in i1he 0 __ . _ d d a r r'ti).• t., lti Ii�anrler sprifle its tt rr..,fvi s.., a��Lrtrrs:Fioar Celt't7esirgits . i ,l _ 1 ir;s fsistanc_ Drrtcaty. Tli�egerieral cortstrufl.tcttes xsf the kr rir t..e,iing assembly we. s�tnirrimixed bel€irw r 3 A. F mnrt.. s stem - Lumber o 1, lu,rQo�l.:r floor a� fih_ h flexor sad timber; rru�r fv Floor T i Mixture . as S i'It�d: in the lE3di3{,c9uI r l::: 9 y t } TI.HY ... ' Flour veiling Design. erh gtil y,r cuteu4 In f#i ering % acc�rnrrratfate the wtNt f in p0h§ (item 2) W. b&.1 ax.0' :, i<2r73 met) by 1 in, (30 : -* ,. c { C. . i Y . t , 'i 1 � f1nEk? ttti : SFr rrnzrs'':Cutautts3 tie a,r bad ctrn #P. _.,.se : sztiifl cr vain orrt i, errif mii� A ,. 1 i., ntrri mid htaad.<irtsskil6 r> cic. m 1: p _ 0 f t P,1. } laosu# (#tertr 1,G1 s: ell to tart it in in. u € Mtn') r tsycnd aaLh irrtge of reotangula; ui�tsr Jt. f?ateh spii(into IWO plus at oper�irncd arrtsi hbise-smad t # ' 1.,. 6 for t attttu# a. r Op ra- Dim of openiing'sate Vie., thou h pitch to accorr Moldate drY�:rr p�#I� {tie.. >.i to �e 1 in (2a ra1 t) erg , Ilan . g __ 9 _ r ri ha . t3 art . :> that rrrriar tvree., ar. r n is rrt "sal tl nt kiLttioa1. tflsiirl of dtin r n and ietrted s t .�t the an be f p f3.. a pe p o Pe is #� N g ,1. car l�i-, tomarx1 iri,"t25Ir sj, Two piecespositioned around drain piping, w:th all edges tightly butteit, and s tv-sI.hed'jounrl si of: stlt�f60 wrtitr�l-1#4 in. t32 rrim) long stt ai svows >P,V. d Max 6 in (152 mrnl OC, F;. 'rr'tl #t oists` .--. Nom 10 in (25.1 Id rnmr :creep.€sir seep€ o €t)mher; �I or - rnNnatior' lirmh+e -1. e1.rr.: to1. t ts, ic3ase51. r3i €rah woo Membem* with bridging a5 r quired. and vft.ends €frr�g4ped;, C Gtrp3 r n B .and° - tdortB iti. ;1 itirn ttsl<> 4 ft (1 mj w1€>2ir; apeciilied isle trill} Ffor-Cell €Design, 1.0 AB PVC pipe and, , Drain Piping --- Nam 1�1i2 rn-{ .trim, dia .(or f Me --eel Sr�eduts 40 �litlortrta bbtastteitesi rye j S} � I ty�rty�.r># rfde (PVC) P p a dram fittings comented together alit€ Y4p t nth AB or PVC b-atM1. 1*aStelo'tsrfly ... " ' Anrrtfta spate 8i1. f t ban ft rr,. F,, UA r, sntr3eti tti s _ p1._. max 1 in. <25 n1m) 3. Fitt. 'il �itf or Cavity Materials' - /ti t3 #t1 t 1$ melt depth rf f111 materi. lied vrithir i ttte 8t lk., flush wrth:b.0tM .suf'f�C stf;pt. � 9- - I-1. . board pant,. A Min 111:1h.: (13 t# } drartaetee lam; of sealant applieed at 1he pjpe; p+ly~�rwd. or pie/gy#isunt boe€d �tterf�.at point ctrint�ct iooaiio i on the ttom side of pat0i, 14.ILTI c'OtI.STRUCTIOtd tHEMt , ALB, DI*t Cl" HILT: t�i --^^ CP Flexible F resiinp Sealant. Type FS-ONE Sextant *Bearng the ut_ Classification Mark [ It...� l reidtared ly flllT ;trtc, sy aaa�a ` U11 ndeivrrOm L��yyaI'llwrat'9'P0s, let. 1.Hilti Firestop Systems METAL PIPE THROUGH 1 OR 2 HR. WOOD ASSEMBLY 5 CABLE BUNDLE THROUGH 1 HR. WOOD FLOOR ASSEMBLY___(:: PVC W/ STL. COLLAR THROUGH 1 HR. WD. FLR. ASSEMBLY PLASTIC PIPE THROUGH 1 HR. WD. FLR./CLG. ASSEMBLY 1 SCALE: 12" = V-0" SCALE: 12" = V-0" SCALE: 12" = V-0" ----�33 SCALE: 12" = 1'-0" Q) n drawn 0 a submittal (_ 1st Plan Check Submittal 02/05/2019 0 0 2nd Plan Check Submittal 04/12/2019 n 3rd Plan Check Submittal 06/07/2019 c 0 4th Plan Check Submittal 09/09/2019 Co _ U 0 F tO +_ revision date U N 0 L__.. _. __. _. _ Q / \ +_ - _ 0 _ L. �.. 0 A�--� W L\ C_ _.. --- (a _- Lf- a� 0 L � consultant: N 'L cd C C 0Ic U N owner: U L c0 N N 0 C 0 N Q C L L 0 L a U N L Q X 0co (1:3 0 JQ >_ M L rr a) c:) I- (D ) aLIJ DL < 0 , :t-_ : 3: a) ) _F0 (O W >-, M 11 I V 0 >_ 0 co c- cr M E < - _ N 0 Q I- 0 FEdIEWEQ FOR CODE COMPLIANCE (D 0 � DEC 19 2019 C) 0- Lo 3 BUREAU VERITAS NORTH AMERICA, INC. (3) -0 _ Q U U Q U v� o LIJ, 0 Q - �Q a� U i i 0 Q) N D 00 0 _ Q. 0 L Q. 0 U X (D 0 0 WITHEE MALCOLM ARCHITECTS, LLP 0) � r ARcy�� L � �R. w,rti F 2251 West 190th Street 0 -4 P �'�► Torrance, Ca 90504 _�__ * No. C�049 t. 310.217.8885 f.310.217.0425 > N� ,QF �Q- 4 .�. ti ") 1 Nco ' Q FIRE RATED PENETRATIONS U 1-1 -o SHEET TITLE . (15 M � SHEET No A81 O 4th P.C. SUBMITTAL 0 09/09/2019 Plot Date: 9,"9/20'9 10:57:4:; AI',4 Local File: C:`tJser:-,,;rrnarineiarenalDooarrrisants'tB6B'i9_C+arxrpor•ite_'1019_Rt,Aarinelart�rra.rvt Consultant File Background Info: � job no. B6079 F-RATING. ".. 1�HX� - FRONT VIEW A Cat B A SECTION A -A IV 1. GYPSUM WALL ASS�{��LY (ULULC CLASSIFIED) (1-HR. . STEEL SHEET METAL"B VENT (MAXIMUM SIZE 12"x 4„ MINIMUM 24 GA.). 3. MINIMUM 5/8" DEPTH NiLTI FS-ONE INTUMESCENT FIRRESTOP SEALANT. { SPACE - MINIMUM 114 MAXIMUM 314". TE . ANN LAR A Q U N , RATINGS IF TESTED. SYSTEM THAT BE EYPECT 0 PASS THE STATED RA � A FI Tt}P SY3 WOULD EXPECTEDTO THIS �N�I�I�II��';�IlDGIVIEIS{T REPRESENTSI7�� _ REFERENCE UL1cUL SYSTEM NO. W090 i- UI, Inc. Slicer 1of1 Drawr .f�rxsn :. 1 -16 0 l aUSA9 � 0U _ Tulsa, Oklahoma 3 �. 2. scalp - Designed _ b 66 7 Date Ju >0fi 2006 t " Firestop Systems Y �"#'iltll � t°e�t " Saving Lives through Innovation and Education ENGINEERING JUDGMENT FIRESTOP DETAIL SCALE: 12" = V-0" c uS: Classified by Untlerwirters Laboratories. Inc. to UL 1479 and CANIULG-S115 a� System No. !Al-L-1290 F Rating --1 and 2 Hr (See Item 1) -� T Rating -- 0 Hr L Rating at Ambient -- Less than 1 CFSgft L Rating at 400' F - Less than 1 CFMJSq Ft ECTION ,4-A: e s cifl in 1. Well Assembly.. - Th.. 1 or 2 hrfire rated gypsum bflard/stud wall assembly ahaU be oori:�#rui�led of.the ma#assets and in the manner pe eel 1.. thei individual U300 or U400.Sene Wall and Partition Designs in tlid UL Fie Resls#airce Dlrec#cry and slydfl include the following construction features. _ A, Studs - The 1 or 2 hr fire rated gyps4MI oQwdlstud wdi assf)tMlyshail be comiructed:of the materials and In the manner specified in the, individual U300 or U400 Series 4l/ail and Partition Deltig." in the UL Fire Resrst0nee Directory and shall include;tt:e following construction features R Gypsum Board*- -=idiom 5/8i.n. thick 4 ft Wda, wWth square or tapered edges, The gypsum board type, thickness, numberd.layers, fastener We and sheet onenfation shall be as specified in the individual orU400 ilea I esi9n in the Fire Resistance Direectory. Max -dam of opening is 5 in. The hourly F and T Ratings of the firesitp system are equal to the hourly fire rating of the:fl assembly in which it is installed. 2,:Through Penetrant -- One metallic pipe. conduit or.Wng installed concentrically or eccentricallywithin the firestop system. Pipe, conduit or tubing may be..installed at an angle not greater than 46.degrees from perpendicular. Pipe; conduit or tube to be rigidly supported W both sides of wall assembly. The annularspace between the pipe or tube and periphery cif #tie opening shall'be rain 0 1 n (point contact) to mac 1/2 in. The fdIowing types and sizes of metallic pipes; conduit or tube may be used: A. Steel Pipe -- Norn 4 in. diam (or smaller) Schedule 40 (or heavier) steel pipe: B. Iron Pipe- Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metak.. tubing (FMT) or steel cw' dtlit. D. Copper Tube -- Nom 4 in. diam (or smaller) Type L (pr heavier) copper tube. F. Copper Pipe -- Nom 4 in. cram (or sfnalIer) Regular (or heavier) copper pipe. a. Fell, Void or Cavity Materia{* Sealant -- Min 5/8 in. thickness of fill material ap)illed within the annulus, tltish with both: surto0b$>attu�l..>At the point eontacVocation between pine and wall; &min'/ in diam>bead ots. Materid shall be appiied at the pipetwall interface. HILTI CONSTRUCTION CHEMCIALS, DIV OF HILTI INO � CP6I6 Flexible Firestop Sealant "'Bearing the UL Classification Mark Reproduced.by HILTi'i inc. Courtesy:of Underwriters Laboratories; Inc. H i lti Firest®p <Systems June 03, `2�5 System No. F-C-8014 o F Rating -1 Hr T Rating - 0 Hr A _ -5 . A 2C 1D 4 2A SECTION!' A 1. =0 � i Assembl - Tire l hr ke-rated wood joist floor-Ceiiin assembly shall be cnnsiruC#eel the materials and'in the manner Floor Geri rig y J _ 9 y _defied i 0. ln tre rn ivideal _ 40 Serves F0r-ening D srgns in he UL Fire RPststaICe ireold,as armZed'belbw: A. Floor System - Lumber r orplyw plywood floorwth finish floor of lumber, plywood or RoorTopp n Mix:tureass sp ecified in individual idual Floor -Ceiling Design. Max darn of floor opening is 3 in. tubers Wth - : joists., trusses or truetural`1N:ood Joists Nam 101n. deep (or lumber, ste el or combination lurnberand sleet is S Nfe B. Joss t , bri , in as required and with end fi.resto d d9 g � PPe _ C. sum Board" -Nom 5!8 in. thick, as & fied to the indMdual Floor-Ceilin n< M.ax cram of openings is 3 in. Gyp Pam_ _ g Desi9, op g P d wood stud/ sum ., may be routed through a 1 hrfire-rated n le uble or st ere 2. phase Wall (Optional) The through penetrsnf (Item } y g St g . , do gyp De i ii dtand P and n t Manner specified i n s a artlttcn s ns.. tr f the maten�s a I h an e n t. rldturdual t1300 Se a W. watt r chasewail shall s u o e m he boa d wal al .bacon ete�d P 9 the UL Fire Resistance Directo and shall include the following constriction features A. Studs Nom 2 b 6 in: or double note 2 4 in. lumber Studs. Y by II b 4 in. lumber ate h 1 Plate Nom :s in. � parallel e s t bu#reel. B. Sole 2 by P Y p , �3 Y lel CA I rri ales 't' till b teed. Max diam 2 b ' Y. in or 'o eta 4f I 2 l li e e to -ate shall consist of nom i s u �'. C. To Plate The doubt , . p . ; . P f� two .. y tw Para � lit g .: Y _ of openings is 3in. D. Gypsum Board- Thickness; type, number of layers and fasteners shall be as specified in the intlividual Wall and Partition Design. Reproduced by HILTI, Inc_ Courtesy of SS f �' ��,� / Underwriters Laboratones, Inc. Hilts Firestop Systems Page- 18, 2i}07 Page: 1 of 2 System No. F-C-8014 F Rating -1 Hr T Rating 0 Hr n penetrants and the i t opening, ace between en ra d cables to be bundled and centered n he o s - : conduits tubing an c es 3. Through -Penetrants Pipes g P g p P �_ P fl r cad emU supported on both sides f the o� I ass 1 � max 3/4 in. Penetrants be rigidly su o o t n periphery of the oponing shell be nits tl4 In. to s to g y pp g y " to be installedwi riJhefrresto (one 4 in. diam and one 1/2 in. diam # >-Amax of twti. metallic i es conduits or tubing, o 3/ hl . A: Metallic Pi s P or tubing may be used s sizes f metallic pipes, conduits system: The fallowing types and s ze Q prog y Al. Steep. Pipe:- Nom 3/4 In. diam:(itrsmeher)::Schedule ., (or heavier) steel: pipe: metallic A2. Conduit -Nom 3/4 in. diam (orsmaller�'stee! electrical tubing r or steel conduit. A3. Copper Tubing- Nom $14 in. diam (or small er)Type L (or heavier) copper tubing. A4. Copper Pi - Nom3/4' diam or smaller :Re ular;'or heavier copper pipe,. ) ) PP Pip P Pe ( � 1, P Ic h r ,h„ �" s s of non meta B. Nonmetallic Pipes -A rnmc of one noriCniet�lic pipe tc be installed +nethirl the�res#vp system: The following types nth fee pipes:.may be used: 131. Polyvinyl Chloride PVC Pie- Nom 112 in diam (or smaller) Schedule 40 solid ue PVC pipe for use:ineos eel( �ocess fsupply) Or vented (drain, waste or vent) piping systems. or e for use i n cl ass Or su J m or smaller DR17 CPVC I e oseFi I de CPVC Pipe -<[p 112in. rile rye B2. Chlorinated Polyvinyl t�h on ( ) p ( ) pipe �P pP Y) vented (drain, waste or vent) piping systems. C. Cables -- A mar, of Nwo<41C No. 18 AWG or smaller thermostat cables with PVC insulation and PVC/nylon jacket ngrnatef d. n + - P flexible foam furnished in the cif • omit 1 utadienel of to I chloride AB1 V !firm.. D. Tube Insulation -Plastic Nom 112 in thlck,ar,r}�l n e b p yv y { ) - sa ,., tubing. Tube insulation to be installed on a max of one rncta .t pipe or tubing. See Plastics+ (QMFZ2) category in the 114stks Recognized 4;omponent Directory for names of manufacturers. Any RecognizedCotriportertt tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used'. 4. Fill, Void or Cavity Material* - Sealant -'Min 314 in: thickness of fill:material app►iedW.Whin the annulus; flush oath lop surface of floor' nrsde date. Min 518 In, thickness of fill materi� applied within the annulus, hush with the bottom surface of the ceding or lower tap plate. HILT[CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS - ONE Sealant *Bearing the UL Classification Marking +Searing the UL Recognized Comp entV. SSfFi Reproduced by HILTI, Inc. Courtesy of <0 Underwriters Laboratories, Inc,,. September 18, 2007 H i I ti Firestop. Systems Page. 2 f 2 4 MULTIPLE PENETRATIONS THROUGH 1 HR. WOOD ASSEMBLY SCALE: 12" =1'4' C 0 A n U System No. F-C-2392 F Rating - 1 Hr T Rating& 112 and 314 Fir,. (See tpo#4;2) Section AA,, 1. Floor -Ceiling Assembly- The 1 hr fire -rated solid or trussed lumber joist floor -ceiling assembly shall be co strutted of the materials and in the manner specified in individual L500 Series Floor -Ceiling Designs in the UL Fire l esi . rice Directory. The: general construction details of the floor-ceiling'a5sembiy are surnmarized below. A. Flooring System Lumber or plywood subtioor with finish floor of lumber, plywood or Floor Topping Mixture's as specified in the individual Floor -Ceiling Design Max diam of floor opening is 7 in. (178 mm}. B. Wood Joists - Nom 2 by 10 in. (51 by 254.mm) lumber joists spaced 16 in. (4 mm) OC with norn l by in. gZ5 by 76 mm) lumber bridging and with end10iresta eel:, As an alternate to lumber joists, llcint.10 in. (254 mm) deep or de ,i lumber, steel or combination lumber and steel Joists, trusses or Structural;Wood Mo tbiers* with bridging as requiri§d and with mils? firestopped. C. Furring Channels - (Not8hown) - Resilient galv:steel furring. installed perpendicular to,*m. d joists (Item 114t;Iet een FI 'lin Design. joists s required'i in nridual aor-Cei D st 9 Psum board (stairs 1 D) and wood Jo � a n the.:,individual g g Y _ D. Gypsum Board* - Nom 4 ft '1.2 m wide b ' 5/8 in. 16 mm thick as edified in the individual Floor-Celli.rig Design. YP t ) Y ( ) p Gypsum board secured to wood joists or furring channels as specified in the individual Floor -Ceiling Design Max diam of calling opening is 7 in. (178: mrn) fir system, o nin d the esto s t m. L?iarri of s m� e wn 1n li c rid " ` >no renter th 2: 'Tbrou h-Penetrants -.One nonmetal c or o urt to be p y pe g 9 p� _ :larger the outside diam o e nom 3/8 m. 10 mm) e n hole sawed through flooring system and through gypsum board ceiling t b ( g the 9 9 Y of through -penetrant. Pipe, or conduit to be rigidly supported on both sides of the floor ceiling assembly. The following types and sizes of nonmetallic pipes, conduits or tubing may be used: A. Polyvinyl Chloride(PVC) Pipe - Nom 6 in(152 M. tt diam (or smaIIe r) Schedul®rsolid or ceIIularcore. PVC i�. .. for use in closed (process or supply) or vented (drain, waste or vent) pipttg:sm ystes: + - 6 in 152 diam or smaller dule:40 PVC-,conduitinstalledlin I3.:; Rigid I+tprfinetallic Conduit RNC Nora. min. ( Scare accordance,with Article 347'of the Nationai.Electrical Code NFPA No: 70). CChlorrnafad ftLyvrry,Cht�1 a (CPVC)Prp@- Nam rn_ (152 mm} diam r sma l ler) SO 1 7 C C for rpa (process or supply) or vented (drain; waste or id vent) piping systehris: S smaller) Schedule 40 or solid Gar D. Acryloriiitrile Butadiene Stiyrerle (ABS) Pipe -Nom 6 in, (1u2 mri"i) diarri (or e) a ralllar. for use in closed (process or supply) or vented dram wraste.cu'ven t piping systems. AB i u S )PP g ,pt� iP PP Y) ( , t e 4 . rn` is 112 hr. When fidtrant2Q is used' the When penetrant 2A, 2B ccr 2C is used, the T Rating of h first p Sys#e : pe .. , T Rating of the firestop system is 314 hr: Specified Technologies Inc. 210 Evans Ways Somerville, NJ 08876 -� R;eproduced courtesy of lJnderrrriters laboratories; iris.. Created or Revised: September 29, 2W9 TI F-C-23g2 t J 1 ) { P .... P .... PAG9 1 OF 2 900 99«'1184'� 848 5Z�813QQ :1=/kiC 9Q ";23'i-8415 • E-P,llail:techsery stifiresto 'Boni � Websit�www:siiifresto " oom `` with in i nnticts on top surface �' 3:JFitt, Vaid e►r t✓avity Material - Sealant - Min 3/4 rn: (19 mist) thicKttess of fill rrsaferial applred a floor. Min 5/8 in. (16 mm) thickness of fill material applied witthin.annulus on bottom surface of ceiling. Additional fill rrlaterlal to be installed .such that a min 1/8 in. (3 min) crown is fioitt?ed around t#ie>through: penettsint on bottag't surface of ceiling. .T VvF300 Firestop Caulk e, 1LC. nt or - S e 1 erns SSS Sealant.or'S c�a 1 S+rrdla F TECHNOLOGIES INC cSea S , SPECIFIED N p P YPe P 4. Fill, Void at Cavity MaWial* Wrap Strip- Nom 1/8 in. (3.2 min); 3116 in. (4.8 mm) 114 in: (6.4 mm) thick intumescent " material faced on both sides with a plastic film, supplied in 1.112 In, (33 min) or 2 in. (51 miss) wide strips: Two stac}cs of wrap ' the n and held' strips; each consisting >of three wrap strips are individually wrapped around the through -penetrant with e ends butted s hall abut the bottom Tlie d e of. e wra aril s f in place with rnasl<ing tape. t'3utted ends in sueCessrve levels sflall be aligned. e g #� p p ce of th unn ceiling, surfs a gyps rig: SPECIFIED TECHNOLOGIES INC - Sp. r' a1 RED, RM2, BLU or'8LU2V' nip:Strip 5. Steel Collar - Cellar fa cared fro m coilsaf precut 0.022 ; (0.6 mm:. thi ck f No 26 SG) 9 afv sheet see v a"ablfro r nra P strip manufacturer. Caklarshall be nom 3 in, (7 mm) or 4"n. 102 m }deep, depending orthe wn�dt of wrap strip being used, ' with min six 1 in. (25 mrrt)<vrhtt:e by 2 in. (51 mm) long anchor tabs for securement to the gypsum ceiling. Retainer tabs, 3/4 in. r e the anchor tabs. are folde ee toward m e and located opposite t e and a d 9Q de rn wide tapering do to 3/8 rn. 10 m dIp (19 m dewn eelsg P surface to maintain the annular space around` the pipe and to retain the wrap strips. Steel collar tightened around wrap strips 2 i no" dam spaced � m. 51 ?8 7 min thick stainless steel se in. 13 min vri e b 0.0 rn : d throe h anal ' ,: sin min 1/t d fl an rant. u P P ( g P g ( ) Y ( ) mm) OC. Collar secured to the gypsum board surface with min 3116 in. (6 mm) diam steel hollow wall anchors or molly bolt in l late with nom 314 in. 19 mm steel vvooa screws in. conjunction with min 1-1 r4 in. (32 rrirn) dram stee fender?rvashers Or top p i ( ) t fasteners >are r uired; 4 "i u r of six symmetrically low eel e. m 1 fender s era A rrtin m rr x With min 1 in. 5 m is steel wra h conjunction i 2 an dg ( ) " Indicates such produces shall bear:#l)e UL or cUL Certific0on"Mark for jurisdictions employing the UL or cUL Cettification (such as Canada), respectively. _ = Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Under4vnters Laboratories, Inc.. �' Created'o Revised: 2 2 �\\``�� TT rSeptember �cJ. L(J09 �` F-C-23cJ fe..J'T1 (SM992-1180 * (908)526-8000 * FAX (.908)231-8415 • E-M4aiI:techser (Psbfirestop.corn • Website:Aww stifirestcp.com PAGE 2 OF 2 A_810C - 2 - PLASTIC PIPE THROUGH 1 HR. WOOD ASSEMBLY SCALE: 12" = V-0" System No. F-C-2242 cm F Rating -1 Hr T Rating - 3f4 Fir 2' ;1 4 1. Floor-C.eF Assembly -The y hr fire -rated solid or trussed lumber joist Floor-Ceftassembly shall be Constructed of the matOmb and ih the manner ified in the individr ll L500 Series Floorfieiltn Deg: inthe UL Fire:l eSi5t2in.ce directory. The general construction feat res Oftfia. _ _ ,9 _ floor-�cWing assembly are summartzed below: A. Floor System -Lumber or plywood sub floor with finish floor of lumber, ptywgW erR0ar Tapping Mixture' as specified in the individual Floor -Ceiling Doe gn. Max diam of floor opening is 5-1/2 in. (140 mm), B. Wood Joints - Nom 10 In. 254 mm deep or deeper) lumber steel or combitlatlon lumber and street i3iB "Arusses;or stmetural f _ ( ) p( p) ,� 1_ Members*with bridging as required and wWatlrestopped. C. Gypsum Board" - Nom 4 ft (1.22 m) wide by518 in. (16 mm) thick as spedfred here individual Floor= -Cuing Desil Qypsum board secured 'n rri `domels as edfed in the individual Fkx�r=Ceili D boxwood joints nriu _ _ _ n9 1 _ . n9 P - d board cha se wall. i d ere wood stu wa l qq T ,y�,.,ro - nts shall. be. uteri #h . 1 fire -slated.. a outtba er.. .. _ .... _ _ _ �'llase Wall he Win► _ .. _ _. _ . _ . _ Pura IiJf�} _ smcJ Depth 4 r ise wall stud cavity to be min 1/2 im (13 mm)'greater than diameter of opening cut insole and tiip plaitas.to aoCanmod i the throng perx unlit (Item 2), The chase wall shall be Constructed of the materials and in the manner spedfled in the individual U300 Series Wali and d e the follovA ' features: Intite UL Fire Resistance Di and ehail in ud c�truGhon P r0 n >?e na recta a poi _ a� rig _9 '>mm 2 b 8 in. 5�1 M. or dnub[e; i m2 b 4 in. 51 b 102mm A Sfi�ds Nom 2 by 4 in. (51 by 102 min), 2 by In. (I lajr 152 )., Y ( pY ) G Y ( Y ) umber stllida. 4i - r in. 1 2 min r 'double nom 2 b n. m 2 in. 1 <1 min o 2 8 5 03 lumbe E1r B. Sole Plate Nvrn 2 b 4 in. 51 b 102 m }. by 6 (5 by 5� ) by ( by } P Y Y ( y i. " 1 n. wider ' I t r insole e. Sole te,to be r>nrn 25inm ' r: Circular a o be centered 51 b 102>mm .lumber totes htl .bolder! together. C L - ) - _ I� _ _ pale p� tog. p9 ( of is 5-1 in. 140 min . Max m of opening in e /2 than diam of cipernng else � rig Date { ); _ m 8 in. 51 b mm r 2 b 6 in. 51 152 m or s'l3 ist of two m 2 in. 51 1 ns tun 2 Plate a to shall cons no � _ C. To P he --double 4 by } by ( y �. The da ( by ) Y ( P �� by lumber lates.ordouble nom.2 b 4 in. 51 102 min lumber s tightly butted ether. Circular opening to be centered in top plate. Tap Y by P� � Y th9 P g la is 5-1/2. in. 140 mm . nl . Max diam of opening top to r min wider the a I in to be 1 n.. m n d of late i � tarsi P ( ) � Pe P � g *- of layers and fasteners shali be as edified in individual Wall and ParOW Design, d. Gypsum Board 'Chiclmess, type, number y P +� Reproduced by HILTI, Inc. Courtesy of SSI�i Underwriters Laboratories, Inc. O tober 09, 2006 Hilts Firestop Systems Page: 1 of &W. tem No F-C-2242 N F Bating -1 Hr 0 TReing-314W 3 Nonmetallic P neone nonmetallic eInstlii nconcentricaItY orecoentnca li within fi m.annularThe space betva8n iPe arid opening shall becxKqscontact0n. (point contact to ax lm. ( 3 ar 0 Jn. ( �irt.trontaCt) to mul l in. of nonmetal) e floor -ceiling assembly.The fat and>si�es (25 mrrl),(See Item-4). Pipe ifo be rigidty;supperted on bo8t`sides of tfie eriebatits may be tad - -AL } - lam or smaller Schedt�e A0 c�ular or sot ld core 1p'#/C for use In closed' rocess ,R: t�Olyvinyl Chloride .(PVC) Pipe Nom 4 in. (102 mm1 d ( } I�Pe tP n r vent) i' ins. i cis vented dial +Haste o e k or Rted r supply) ( ) P P+nA _ B. Chlorinated Polyvinyl Chlofide (CPVC) Pipe - KOM 4 in. (102 rrtm);diam (Or, smaller) SDR135CPVt pipe for OW In :tit d O.O d1 supply) piling systems._ _ try B ABS -Nom 4'in. 102 mnt ,diam or small Sttteduie 40 cellular or solid Core ABS , use MG. C. llnr a utadiene Styrene ( ) Pipe ( ) ( er) pipe_ GQ6Ad or suPPIY or vented(detn waste or vent) nt)PIotn9 systems. ms. 4,: FlH Void or Cavi Material* - Sealant - Ift 1/2 In. (13 mm) thickness of fill material applied amun. through; pav ant w", the annulus on top. tY f flush . II m 'n lus th ate s with the I. 1 i . a .lied vafhl this annu o r r wall. 12 n 13 min thickness of fill tar►al ce o sale Pate of chase Mtn � sUtfa of $Oi) P i� ( aR a i fteei3 point dwtad locations bottom surface of line kia�er top plate. Min 112 in. (13 rrnri).bead of fill material applied at the penefrarrt/plate.mte pd. 1 ' i annular a Yz in(11m,nr d of min 0 in. to max /. n. 6'rnm t n installed et continuous Or3rtta of sB . Vl�flen> ne ra is are cm both skies > ) pe ( ) bead of sealant shell be applied at the peneb'aintiplate interfaces and w. )/ in. (6 mm) annular space on the bottom side,of the ptywood subl r and lower top Plate I HILTICONSTRUCTION� 5 i?{V HILT - � 6fl8 Flexible 5W. CHER", OF *Bearino the UL Claesifreatiort Mark: RdOrdduoW by HILTI, Inc. Courtesy of J" Underwriters Laboratories, Inc. October 09, 2006 Htlt1 Firestop Sy term �` Pop: 2of2 A810C - 1 -PLASTIC PIPE THROUGH 1 HR. WOOD ASSEMBLY SCALE: 12" = V-0" T tf drawn 0 a submittal C 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 u 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 to -- U 0 _ c� revision date consultant: N L_ 0 c a c� ui owner: m 0 0 U7 E (D Q L 0 D_ U) m N L Q x 0 0 D 0 F wt CIO L 0 0 C tGIVIED FOR CODE COMFLIA vCE DEC 19 2019 BUREAU UERITAS NORTH AMERICA, INC. 0 L n n (D L (D -0 0 Q) O O _0 > TT C c� n Q VJ Q U U 0 Q) E C/) M 0 M 0 U M W E < C) L O N 0 0-5 V M W 0 0 Q 0 Q � f _ U x 1 0 N zc:) M G (3) Oc) UU� 0 i' -'M'-a ui J Q � N a wY O a LL 00 T_ o WITHEE MALC0LM ARCHITECTS, LLP �t D AW 2251 West 190th Street Torrance, Ca 90504 No. C�049 t. 310.217.8885 f.310.217.0425 NET FN. 2-2 F�CAL�F T Q FIRE RATED PENETRATIONS L c� Q -c SHEET TITLE SHEET No A810-C METAL PIPE THROUGH 1 OR 2 HR. GYP. WALL ASSEMBLY SCALE: 12" = V-0" Plot Date: 9/9120'9 10:57.43.AM Local File: 0:\l.Jser°slrmarinelaren%:1Dram::TirarttStB60r9_Cornposite,,_2019_RMari nelarena.rvt Consultant File Background Info: 4th P.C. SUBMITTAL c� 0 09/09/2019 job no. B6079 �I 5 fi C U" S Classified by Undennaiters Laboratories Inc, to UL 1479 and CAWUL6-S115 System No. W-L-8047 F RSI. in -- 2 Hr 1t 9 T Rat.1 114 Hr SECTION A -A 1. Wall Assembly The 2 hr fire -rated gypsrlin turd/stud wall assembly shall be constructed of the materials and in the manner described in the P U Fir Resistance �rect d!s all indude the folloWn construe#onteatw.es individual U300 or U40t) Series Udall or Partition Design in L e [� an.._ h - _. g� 9 r e n stud.; Wood stut3s tb c onstst'of om 2 4 in. luinbet s ac ,iri -- oil studs o st d cha ne{ iN &tE ' ' 1 consist of either wood n _ _._� . _. A. Studs 1/ya(i irarnrn rhos o the _ _ _ _... _ _ by : P _ g 16 in OC Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. B. Gypsum rd" -- The um board e. thicknem:number of layers, fattener e and sheet orientalldn shall be.s specified in the: individual � gyps type, Y , _ type _ p Wall and Partition Design in the UL Fire Resistance Max dam of oP edn is 4-112in. 9 _ 9 2. Through Penetxant, _... Ve..e.. r_l.ys O eor ore i e'or tobin tob inst II P COnEen.�IcallY or ccen4ricaIIY wthin the ni �, T]esPe be m 1-1/4 in. Pipes or to t n s >:h 11 be min Int. ontacf to max r on.bo# e_ penetrant and h h of the o ern s a o c __ b 0 su t the e n be p _. p 1�1P . ry P 9 (p ) pe � 9�Y of wail arssemlly. TheftiitWing types and sizes of metallic pipes or tubing may be used. A. Copper Tube Nom 1 in. darn (or smaller) Type L (or heartier) copper tube. 6 Copper Pipe-- Nom 1 in. diam (qr smaller) Regular for heavier) c-o erpipe_ 3. Tube Insulation - Plasfics+-- Nom3t4 in. thick ,ac onitriiebutadieneipcil 'nYI chloride AB1P' C_)Jexiblefoamfurnishedin the ftirmta40 inn I y+� Tube insulation to be installed on Ane or more of the metallic pipes or tubes. See PlasftS4 (QMFZ2) categcxy in the Plastics Recognized Comp;bnent Directory fQr Lfi r Ms iaf manufacturers. Any Rai; sized 3rnpvrtaift tube instl'ation material meeting sI� the above>ification's and having a UL 94 Flamt biility'Classification of 94-5VA maybe used., 4. Cables- Max of one 4 pair No. 18 AWG (or smaller) cadawith PVC insulation and jacket materials. 5 Fill, Void or Cavity Material —Sealant*- Min 1-1/4 in. thickness offill material applied within annulus between penetrants'pnd gypsum board; flush with both surfaces of wall. At point contact, a 114 in bead of fill material shall be ied at the penetrantlgypsum board irlterface on both sides of p API wall. _ HILTI CONSTRUCTION CHEMCIALS, DIV OF HILTI INC -- FS-ONE Secant *Bearing the UL classification mark NADUReproduced by HILTI, Inc. Courtesy of Underwriters; Laboratories. Inc. Hiltip Y' Firesto $.:�'telmS Julyt36; 2005 Classifvdby Under as iters.Labv[atories, the, to UL 1479 acid GAWULC-S115 SySteM -L-309 F Ratings —1 and 2 Hr (See Item 1) T Rating — 0 and 3�4 Hr (See item 3) 1, Wall Ass —The 1 or 2 fire -rated; sum wdlboard/stud wall assembl shall be constructed of the materials and in the manner specified in ,:.:.. .,pml�Y _ gypsum _ Y ,. _ ttzf: tnd[yfdtlel t 1 0, U4 >or V400 Se Wall and Partition p :sigtts in the UL Fire Resistance Qir6etory and shall ind ude the following constrtrctionfeatutes: _ _ _ _ A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by4rn (51 by 1021-mm) I umber. spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610'mm} OC * m518'in 16 mm thick: sum board with s ware orta erected es. The SLIm board ckness numberof B Gypsum Board — No ( ) oyp q p g gYp type, thj. . layers, fastener type and sheet orientation shallbe as specified in the individual U300, U400 or V400 Series Design in ttie UL Fire Resistance Directory. Max diam of opening is 5-1/2 in. (134 mm) when sleeve (item 2)is employed. Max dam of opening is 4 in (102 mm) when sleeve (Item 2) is not employed. The F Rating of the firestop system is equal tothe.fire rating of the wall assembly.> 2. Metallic Sleeve— (Optional) - i#toom 4 i'n. (102 mni):pfam. (or smaller) steel electricall lmeteiltie'tubing (EMT) or Schedille 5 (or hw% ter) ;O p :or annular s between steel eeve and min 0.01.5 in. thick (0,41 mm, No 2$ ga) galy steel sleeve install eel flush with wall surraees< The a pace. d periphery of opening shall be min, in. (0 mm, point contact)to max 1 In, (25mrn). W.ben.Sc iedde 5 steel pipeor EMT is tased,'sieeve may extend UP:to 1& iii. (�a mrn} bevoirdtheimall surfaces. As an option vthen Schedule 5 steel pipe or EMT is used, sleeve may extend continuously beyond one wall sislaees. Whencable bundepenetrates wall assembly [y at an angle -of 45:degrees; lto metallic sleeve is used:. Reproduced by HILT[; IrrG Coudesyof Underwriters Laboratories, lrtc:: Hilti Firest:O stems: March 15, 2012 p Y 1 of 2 o The annular 3. Cables -,Aggregate cross sectlOnal area of cable in opening to be max 4., per,ent of the cross sectional area of the pentng, n a I 25 mm Cables to be: s ace toe#iiveen the cable bundeind the periplxery.of the opening to be min 0 en. (0 mm, point contest) to max:1 in. ( ).. p c n I l I i below... -may enetrate # e was at anon a not i wall rise Cable;bund e. using ,abler described rigidly supported on both sides of: assembly- g ay p g sizes c or cables may d: greater than 45 degrees. Any combination of thefollowing types and s es of copper�pndu abl , t y be use A. Max'71C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. B. Max 25pair No. 24 AWQ telephone cable with PVC insulation and jackets; 131. Max 4 pr No 22AWG Gat 5 of Cat S computer cables. C. Type RG/U coaxial cable with polyethylene (PE) Insulation and PVC jacket having a max outside: diameter of ;i in; (13mm). C1. Max RG 61U c+:aaaxjal cable with fluorinated ethylene insulation and jacketing. D. Multiple fiber optd l Communj;ca6on.cable jacketedwith PVC and having a max iOD: of 5/8 in. 41fi rnrn). E. Through PeneiOing Product/ MeX three .copper cordttdtor Nov 8AWG . Metal Clad Cable}. AFC CABLE SYSTEMS INC F. Max 3/C (with ground)(or smaller) No: 8 AWG copper ponductor cable with PVC insulation and,jack ng;: G. Max 314 in. (19 mm) cram copperground cable Math Or i+lithout a PVC jacket. H. Fire Resistive Cables* - Max. T 1/4 in. (32 mm) 0 am single conductor or multi conductor Type MI cable. A min 1/8 in. (3 mm) sepaVon< shall be maintained between Mt cables and any other types of cable. I. Max 41C with gr'aund:300 kcmil (or smaller) aluminum SER cable with PVC i.nsulafiorr. and jacket: J. Through Penetrating Product* - Anycables, Metal -Choi Cable,+ or Armored Cable+ currently Classified under. the: Through Penetrating Products eategorjt: K. Maximum 3/C No 8 AWG metal -dad cable L. Maximum 5/8 diam fbeE op tic'cablewith PVGjacket. For cable bundle penetrating the wall assembly at an angle of 45 degrees; the T raling is /4 hr fora 2 hr wall assembly:_ See Through Penetrating Product(XHLY) category in the.Fire Resistance Directory for names of manufacturers. 4. Fill, Void or Cavity Material*— Sealant or Putty— Fill material applied within the annulus, flush wrtheaeh end of the steelsleeve or wall Surface. Fill material Installed symmetric -ally on both sides of the wall A min 518 in. (16 mm) thickness of sedantis required for the 16(2 hr F 'Rating. An additional 112 in. (13 min) diam bead of fill material shall be applied around the perimeter of sleeve on bottr sides of the tnelI when sleeve extends beyond surface of wall. HILTI CONSTRUCTION CHEMICALS; [iIL10F HILTIiNC — CP601S, CP606, FS One Sealants or CP618 Pirtty "Bearng the UL Classification Mark +Beanng::the.,.UL Listing Mark Reproduced by HILTi, Inc. Courtesy of Underwriters Laboratories; Inc. 11*I111ti Fireestop Systems Marco 15, 2012 LO cs3 c� S1F1 lop Underurtiters Laborab►Jt4, to UL 14�9i System Not,-L-2098 C F Ratings —1 and 2 Hr (See Item 1) T Ratings —1 and 2 Hrtiee. Item 1) L Rating At Ambient — Less Than I CF1111156 Ft L Rating At 40Q-F 4 CFWSq Ft SECTION A -A Wall Assembly — Th+e bed gypsum wallboad/stud way assembly shall ire constructed of the materials and in the marit specified in the h1dividual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and mall include the following construction 1leahines t Six* —Wed framing may consist of either wood studs or steel channel studs Wood studs c insist ol'tlttm 2 by,4!;i . 10,mber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC, B. Gypsum Board* — 518 in. thi* 4 ft wide with square or tappered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 4-/8 in. The hourty F and T Ratings of the firestap system are equal to the hourly fire rating of the wall assembly in which it is installed. 2, Through Penetrants —one nonmetaille pipe installed within the firestop system. Pipe to be rigidlysupported on both sldesaftloor or wall assembly. Thee< ce between i ;and periphery of opening shall be min 3/4 in. to tin ax'1-114 in. Pipe to be rigidly suppo�d on both sides of tl* pips pe P ry {� 9 #kxxarwelI assembly. The folloii>ririg typers sod sues of nor}metallic pipes may be tieaed A. P61yvinyl Chloride (PVC) pipe Nom '2 in. diam (or smaller) Schedule 40 PVC pipe for Wee In closed (prowss or supply) Piphg sydam. B. Chlorinated Polyvinyl Chlot9del(CPVC) Pipe— Man 2 in;. diam (or seder) SDR17 CPVCpIpefw use in closed (process or supply) piping systems. 3. Fill, Void or Ca " tlal ` 8ealan# lri&tglG9d � lAletely►fiN th�l:annular spy bgtw"h the pipes and gypsum wallboart) grt> i vit5► sides of:wall> HILTI CONSTRUCTIQN CHEMICALS, DiV OF HILTi INC.— F500 slant *BeBiring #lei: UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories Inc. January 09, 2003 1-111411 Firestop Systems PLASTIC PIPE THROUGH 1 OR 2 HR. GYP. WALL ASSEMBLY SCALE: 12" = V-0" System No. W-L-2075 1 See m 4 F Ratillt � 2 Hr I#e E ) T' Ratin - 0 and 2 Hr see Item 4) L Rating At Ambient - Less Than 1 CFM/Sq Ft. L Rating At 400 F - 4 CFM/Sq Ft wit6> r ryn A -A: 1. FkwrorWall.Assembly:- The fira-rated gypsum wallboard/stud wall assembly shall be consptcled ofthe materials and in#wffttlrm:eipeeci d in the in*lftol U300 or U400 SertetWall and Partifion Designs 0 the UL Fire Redd farm [ ilrectory and,shall include the folhtwing coriiallr: i f88tUr8S: `Studs -Wail firam rig may consist of eithsr wity0d studs ►P steel chan00[ Vf# d studs to consist of nEin12 by 4 in. lumber spa d 16 iri; OC. Steel duds tc> be min 2-112 in. wide a�td s mak24 in. OC. f dli of opening i r4 in. B um B -Nom 518 in. thick m wallboard :as ed in indtvrduel Wall and Partifion [iesi Max r s Gyps card* gYP� � gn 9 2. Metallic Sleeve-- (Optional) - Nom 4 in. diam (qr smaller) Sal dule:40 (or thinner) steel !fast into wall assembly with joint campound.and installed:flush with wall swt am, 3. ElectitGal Nonmetallic 7ubl + -Nom 2'iri, n . or smaller welt electrical tiotimeta�o taps itaorishvded:of : nyl chloride n9 ( ) P f i uira within the.firts 1 annular:, t) 3/4. n tS (PVC). Tubing to be rigidly supporOttd an both sides of wall sssembl ►. Itmom - req _stop system See FJectrical Nonmetallic Tulim9 U ca tegoD► in the Electrical Consfrudion Materials Direct for names of manufacturers; 4. Fill, Vold or Cavity Material• - Sealant- Installed symmetrically on both sides of the wall. The hourly F Rating; of the firestop system a equal to the hours fire rating of the wall assembly in which it is installed. Fill material applied within annulus; flush withreach end of the sl,'eet sleeve at y g Y _ _ the thickness shown in the table below: F Rating Hr T Rating Hr Fill Mtl Depth In. 1 0 518 2 2 1-1/4 HILTI CONSTRUCTION CHEMICALS, DIV OF HILTi INC - FS-One Sealant +Bearing the UL Listing Mark *Bearing the UL Classification Marking Reproduced by HILTI Inc. Courtesy of Underwriters Laboratories, Inc. Hiftil FirestoP 3 streets January 9, 2ao3 Y L, Seation A. A System No. W-L-7061 ooro,Dw 04, 0000 f Ratings-1 oriel 2 e Iteh' 1:) l Ratings-3f4 tHr Steel Duct -Noah>lr# warn(ornfelletNo:'z�ptgtor:neart �ctmr WAlro"or !. r„ Ov 1 1 duct AnnA spar;o b0ep e9 t ainci per A. y surror erg on rot�i Ces or the witmomt : Fill, Void or Cavity Material*— Sealant �,i.int1 in.:tlnlckrressnffilln-ai U{; M II 3St:r7i�ly t 0rit l Pr tnpt loaaficin rnq V41ri dtfil mi k on l�tti surfsd:edof v�all; , WF_0Et�D'fECHNOLOGIES INC Sioe� al LCI S-A-41 it: �'�esnr� tI� UL.�tassiftedtion "vta� Nir i, .... .................. .................. ........ . studs tta con�i tof norri 2 by 4,i .tur�tt er �z rnendualltValt oral f�arr�it�orl nesigri: es. Iris: 0921:4�3C7 METAL DUCT (W/O DAMPER) THROUGH 1 OR 2 HR. GYP. WALL ASSC-RIBLY SCALE: 12" = V-0" L ass l�r C ftSl cis by, IJnderw item tabwali ter, W; to UL 1479 a . WA145E No. W-L-7 System m Q42 r° See Ire � fld 3 F: - �[:arld 2 H � 8 i�alhnl TR"tg:-0Hr SECTION A -A: II 1 r 2 hr fl waist d wall assembly I constructed of the materials and in the manner-_ : irithe 1. Wall Ass The o tad shal be Qo ra .. _ oarcftettt, IY _ � . u 0 Series Wall and Partin D . ns in the UL Fire Reislonm Directo and shall include the following c#nstruddh individual LJ300 or U4 0 Se a l a on esrg Directory ry g features. A. Studs Wall framing may consistof either wood studs or steel channel rids. Wood studs to consist of nom 2:by-41n. lumber spared "t6,in. :OC. Steelstuds to be min 2-112n. wide and spaced 24 in, DC. and Partition n. For 2 hr - thick wallboard I the Individual Wall Deal f3. Gypsum Bt�td" For 1 hr ash one l t of mm;frir th rb as reel n YPsu y I min tit. wallboard`,as re required in the individual Wagand Partition Design. Max diam of opening is 14-112 in. assert, two layers, 5/$ thick q _ r9 ' rig for wood stud walls and 2W/4ib steel stud walls. The houtly F nd T Ratings of the fiirestop system is equal I.D the hourly fire rating of the wall assembly in which it is installed. 2. Through:Penetrant - Galy steel duct to be installed) conce or eccentrically within the'fl em. The annular between the duct n69t�IlY Y and periphery of opening shall be 4 in. (point contact) and max 1-1/2 in. Duct to be rigidly supported. on both sides of wall asses . A. Spiral Woound HVAC Duct-Nom 20 in. diam (or smaller) No. 24,MSG heavier) gale stool spin wound dud B. Sheet Metal Duct-Nom 12 in. diam (or smaller) No. 28 MSG (or:heavler) gaiv sheet steel duct; 3. Fell, Void or Cavity Mau l'-Sealant - Min 5/8 in. and 1-1/4 in, thickness of fill material aipplied vrithinannulus, flush with both surfaces pf'wall aa errtbly for 1 or 2 hr rated walls, tspectivety. At the point contact location between duct and wallboard, a min 1/2 in. diam tread ofaart#shall I applied at the wallboard/duct inliadm on both surfaces of wall assembly: HIL71 CONSTRUCTION CHEMICALS, DIV OF HILT[ INC - CP601S Elastomadd Frig ,Sepli itr:FS-phIE S or CPti Fl irible FiEe�tii7pi Sealant *Bearing the UL Classification Marie Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inca November, 3t1, 2Qfi6 Hiilti Firestcap System ro f -o drawn 0 Q submittal C 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 c 0 4th Plan Check Submittal 09/09/2019 U 0 104, C revision date U N 0 L Q 1` M2�_ a A 0 r N consultant N_ L 0 7 M co U 0 owner: Z 0 E 0 n 0 L 0 .Q 0 Q. x N 0 0 Q 0(D < 0 C0 0 � PE� �. l�"iIEQ FOR * CODE COMPLIANCE � C) � DEC 19 2019 - D BUREAU VERITAS NORTH AMERICA, INC, Q U o 0 0 U) Q 0 a� to 0 rn V UJ C: O rr (1)U) 0 0 >' J m - Q L 0' � a) U 0 M - W (1 / U L r /�) V E VVV M 0 U M C: .� `v E < 000 LL LU N d) M W LL 0 Q 10 Ile � Q 0 U x 0 N WITHEE MALCOLM ARCHITECTS L L P VAR M 2251 West 190th Street R. Wi -0 P� Ty �c'� Torrance Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 0 c�CAt'\Fv 0 Q FIRE RATED PENETRATIONS L cn �7 -u SHEET TITLE , HVAC LINE SET THROUGH 1 OR 2 HR. GYP. WALL ASSEMBLY G SCALE: 12" = V-0" V Plot Date: 9/912019 10:57:46 AM CABLE BUNDLE THROUGH 1 OR 2HR. GYP. WALL ASSEMBLY SCALE: 12" = V-0" Local File: C:tUserslrrnarinelarenalDOCLirritants,B6vi9_Cornposite_2(-19_RrOarinelarS�na.rti Consultant File Background Info: VENT THROUGH 1 OR 2 HR. GYP. WALL ASSEMBLY SCALE: 12" = V-0" STEEL DUCT THROUGH 1 OR 2 HR. GYP. WALL ASSEMBLY SCALE: 12" = V-0" 1 N SHEET No A81 O-D job no. B6079 aD f drawn VU Undwwrbra Labor bms, 0, to UL ,479 and CGWXC8116 System No. W-L-8014 M M,^1479 (ASTM,,E814) CAN/UI..C;S115 0Ratings —1, Z 3"elrtcl 4 Hr (86-0 items 1 and 8A) F Ratings-1, 2,3 and 4+k (See Iteft'l and 8A) T,Rarmg —0Hr FT Rating - 0 of FH Ratings —1, 2, 3 and 4 Hr {See Item 1 and 8A) FTH Rating — 0 Hr 1. Wall Awe*—TheAw- ated gypsum boordoiidl well assembly shall be gp*Wed of the materials and in the marW specified in the individual U400 V400 or:W400 Series Wall and Partition Design in the Fire Resistance Directory and shall include the following construction features: A. Studs — Well framing,sheN; consist of dimnel shaped steel studs, min 3 518 In. (92 mm) We, fabricated from min 25 MSG galvanized steel, spaced max24 in, (61.mm) OC; B. Gypsum Board' — Main 1112 in. (13 mm) thick with square or tapered edges. The gypsum board type, number of k"ssnd sheet orientation shall be as specifM hi.ihe IndMdual Wall and Partition Design Number. Max area of opening Is 2496 sq, in. (1.61 min.v& Max dimension of 52In. (1321 mm), The hourly p and'FH Ratings of the f resaop system are eq ualto the hourly fife rats ng;of the wall assembly inwhich k is Installed. 2. Cable Tray'— Max 36 in. (914 mm) wide by 6 in. (152 mm) deep open -ladder cable IrBy wfttt rlhannel-shaped.slde "formed of 0.067 in. (1.7 mm) thick aluminum and wfttt 1-1/2 in. (38 mm) We by 3/4 m. (19 mm) deep c►annel4haped rungs spatted 10 in. (254 mm) OG. One oft tray b be installed in the opening. The annular space between adjacent penetrating items shall be min 2 in. (51 aim) to max 4-1/2 in. (114 mm). The max annular space between the pedphmy of O16 opening shall be min f it. (X 00) to max 3 in. (76.mm) note tra jo be rigidly suppaw 0 .both sides of wall assembly. Reproduced by NILTi; .I.= Cou hw of Undowlitlels,l.aboc&d9s, Inc. Hilti Firestop Systems Pe e:1 off; System No. W-L-8014 3. Cables —Aggregate cros"edional area of cables in cable tttfy to be max 40 percent of the cross -sectional area of the cable tray baud Wi a max 6 in. c".loading depth within the cable tray. Any combination of the following types and sizes of carries may be used: A. 300 pair No: 24 AWG Wephone cable with polyvinyl chloride (PVC)<bhsulatfon and PVC jacket. B.1IC - 750 kcmil with PVC insulation and jacket. C. 24 fiber optic cable with PVC outer and subunit jacket. D. 71C No. 12 AWG cable with PVC insulation and jacket. d. Through Penetrants — One or more pipes or tubes to be installed within the opening. The total number of through-penafrrtet 44opetWilt on the size of the opening and.types and saes of the penetrants. Any combination of the penetrants described below it" be used. provided that the following parameters relative to the annular spaces and the spacings between the pipes are maintained, The spew between pipes, conduits ortubing shall be min 1-112 in. (38 mm) to max 44/4 in. (121 mm). The space between the periphery of the opening and the pipes or conduits shall e, min 3 in. (76 mm).th max41/4 in. (108 mm). Pipe, conduit or tubing to be rigidly supported on both sides of the wall assembly. The following types and sizes of metaNc pipes, conduits or tubing may be used: A. Steel Plpe — Nom 12 In. (305 mm) dlam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe—Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit— Nam 4 in. (102 mm) diam (or smaller) steel electric metallic tubing or 6 in. (152 mm) dram steel conduit. D. Copper Tv = Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe— Nom.6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. S. Pipe Covering' — Nom 11/2 in. (38 mm) thick hallow cylindrical heavy density (3.5 pcf or 56 kglm3) glass fiber units jacketed on the oritede whit an ll service jacket. Longikxlind joints sealed with metal fasteners o, factory -applied self-sealing lap tapeTransverse joints shsaued kith metal fasteners or with butt tape supplied with the product. See Pipe Equipment Covering — Materials — (BRGU) category in the Building Materials Dkedjory for names of M**AKh#,W% Atyr covering material meeting ;theabove specifications and bearirfg fhe UL Classification Marking with a Flame Spread Index of25 or less and a Smoke Developed Index of 50 or less may be treed. 5A. Metal Jacket— (Not Shown)— Requiredwhen pipe oovedngMom 61,* treed. Min 6 in. (152 mm) long jacket formed of min 0.010 in. (0.25 mm) thick steel sheet cut to wtrap.tightly around the pipe Insufalion with a min 2 in. (51 mm) tap. Jacket secured with min 112 in. (13 mm) wide: stainless steel hose clamp located at the t:entbe[sifdte1ed(st.:Iacket l o be:installed on both surfaces of waU:aW recessed Intl) the opening I in. (25 mm). 6. Conduit — Wn`2In, (51 mm) diem steel elec i al metallictubing or OW conduit. A max of thirteen cif ortubing to be Installed within the opening. `elite space between conduits or tubing shall be 1-116 in. (28 mm). The space between conduits or tubing and the periphery of the opening shall be min 1-1/8 in. (28 mm) b anax 2.1t2 in. ohm). The space between conduits or tubing and other types of penatliting items shall be min*112Ih. (114 men) to maat'4.X-4r (i21 mm). Conduit or tuning to be rigidly supported on both sides of the wall assembly. 7. Gables — Max 4 In. (102 mm) diem tlglht bundle 11re space between the bundle and adjacent penetrating items shall be min 2I1. (51 nu ) let 6 in. (152 mm) mm( and behmn the pvtipf M Orftre opwft *W the bundle shell be lain 1412 in. (38 Mm) and 2-1/4 in. ffft j<msor, Cable bundle to be dg>di)I supported on b* sides of the wall assembly. Anyt omW,aaptAtt 011ie followingtx)pes and sizes of cabled maybe used: A. 900.pdr- No. 24 AWG Wephone cable with poiyvlcryl chloride (PVC) insulation aitd PVC Jackal. B. 24 fiber optic cable YO polyvinyl chloride (PVC) auter and subunit jacket. C. 71C No. 12 AWG cable with polyvinyl chloride (PVC) insulation and PVC jacket. D. RGU159 poa)dal cable with polyvinyl chloride (PVC) insulation and PVCjacket. E.,2/C No.10 AWG cable with ground with polyvinyl chkxfde (PVC) insulation and PVC jacket. F-: Three VC No.18 AWG wire with polyvinyl chloride (PVC) insulation in a ram 3/4 in. Rewble metal conduit. Hilti Firastop Systems Reproduced by HILTI, J= Courtesy of Underwriters LaboMAX11es Inc. January 20, 2015 :7:91 2of3 System Nor 'W L-8014 8, Firestop System — The firestop system shall consist of the following: X Fill, Void or Cavity MAateriar For 3 and 4 hr F rating, fire blocks installed with long dimension passed through tha op*VN from wdbbb ID Burke. For 1 and 2 hr F fire blocks installed with 5 in. (127 mm) dimension passed thmudh the opening loan surface to serkilm Blocks to be firmly psc lod to completely fill entire opening. Either one ora combination of the block types specified.b0ow may be used. HILTi CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS 657 Fre Block or CFS-BL Frestop Bkx k B, Fill, Vold or Cavity Material' — Sealantor Putty —Fill material to be forced into interstices of cablee, between cables and cable tr1%. between the penetrants ard'the Fire Blacks and in obvious openings.between blocks, and betwean blocks and the periphery of fhs opening to the max extant possible on both surfaces of wall. HILT( CONSTRUCTION CHEMICALS, DIV OF HILTi INC — FS-fN F-giant or F MAX Intumescent Sealant or CP 618 puny Stick C. Wire Mesh — When to annular space exceeds 4 in. (102 norm) to the periphery,:4 fhom 2 sq. in. (12.9 cm2),wire fencing shall be used to keep the blocks inplace. The wins fendng is fAxicated from min No. iS SWG (0:060 in.) gain steel wire. The wire is cut to fit the contour of the penetrating item with a min 3 In. (76 mm) lap beyond the periphery of the openitg. Wire fencing secured to both surfaces of the wall assembly by means of 1/4 in. (6 mm) diam by 4-3116 in. (106 mm) long hollow wail anchors and 1 /4 in. (6 mm):by 1 1/2;:K (38 mm) diam fender washers spaced max 8 in, (203 mm) OC. ' Indicates such products shaft bee the UL or cUL Certification Mark for jurisdictions empkzy . the UL d':4UL Cd1 Oftilibn (suds es Canard respectively. Hilts Firestop Systems Reproduced by HILTl: inc. Courtesy of Underwriters Laberstories, Inc. Januar1.W, 2015 0 a submittal 1 st Plan Check Submittal 02/05/2019 0 0 2nd Plan Check Submittal 04/12/2019 n 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 c� U 0 — a5 revision date a� 0 L^- 1n�\L (D L 0 (L ; 2�_ — 0 U) lU W/r� L 0 0 (D L �D consultant: N L 0 m ui U (D owner: L (n 0 C 0 E 0 Q. 0 0 L- D- Y) co N Q X N 0 0 c[t D- L 0 o 'EVVVED FOR CODE COMPLIMCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA,1►hiC, U 0 Q L U Q 0 O (n W Q a) U U f� 0 E E 0 M W _ .L Q C 0 L ill 0- 0 L nQ W U X N U L o WITHEE MALCOLM L cj ARCHITECTS, LLP \v�R w,cti�"p, 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 FN. 2 F�CAL�FO ro cn FIRE RATED PENETRATIONS L Q -o SHEET TITLE W a� SHEET No A81 O-E PENETRATION THROUGH 2 OR 3 HR. WALL ASSEMBLY SCALE: 12" = V-0" Plot Date: 9r912019 10:57A8 AM Local File:,,:kUser£slrrnarinelareria\DOC_ttThcantS;DC0 99_Cornposite_201D_RMa.,inela,,erta.rvt Consultant File Background Info: N 4th P.C. SUBMITTAL 09/09/2019 job no. B6079 M I I ----INTERIOR DOOR WHERE OCCURS SEE PLAN HARD SURFACE FLOORING PER OWNER SPECIFICATIONS ACCESSIBLE METAL TRANSITION STRIP PER. IM� I I GYPCRETE CARPET OVER PAD I � I I LLZZLZ — r A I I [III r _ 12E . METAL ANGLE PERIMETER ISOLATION BOARD --- (CUT EXCESS AFTER FLOORING HAS BEEN INSTALLED) ----- ACOUSTICAL UNDERLAYMENT UNDER ALL HARD SURFACE FLOORING CARPET / HARD SURFACE TRANSITION 1 SCALE: 6" = 1'-0" " FIRE RESISTANCE RATED WALL PER PLAN DOUBLE STUD WALL MAY OCCUR SHIMS THICKNESS TO MATCH TUB FLANGE CLARKDIETRICH 1 LAYER 5/8" WATER RCSD RESILIENT RESISTANCE GYP. BD. ABOVE CHANNEL (WHERE AND SURROUND-PAPERLESS OCCURS) = DRYWALL OR DENS ARMOR PLUS OR APPROVED EQUAL (NOT A PART OF ASSEMBLY) 2X STUD PLUMBING WALL - --THERMAL INSULATION 2X CONTINUOUS BLOCKING J -BEAD AND SEALANT -� FIBERGLASS TUB SURROUND WOOD SHEATHING MAY OCCUR PER CONTINUE 1 LAYER (2 LAYERS, IF STRUCT. PLANS ALONG CORRIDORS) 5/8" W.R. TYPE "X" GYP. BD. BEHIND TUB AND SURROUND TO MAINTAIN 1- HR RATING - PAPERLESS NOTE: DRYWALL OF DENS ARMOR PLUS 1. CONCRETE TOPPING PER PLAN SHOULD OR APPROVED EQUAL. EXTEND UNDER THE BATHTUB. 2. CAVITY FOR PLUMBING CUT OUT IN THE FLOOR SHOULD BE FILLED WITH CONCRETE TOPPING. 3. CAVITY AROUND THE TUB SHOULD BE STUFFED WITH INSULATION. BATHTUB AT WALL SCALE: 3" = V-0" / Z Q W m fY SINGLE STUD ? 1-HR WALL INTERSECTION SCALE: 1 1/2" = 1'-0" CBC SECTION 717.2.1.5 RATED_ WALL FIREBLOCK SCALE: 1 1/2" = V-0" 1 LAYER TYPE "X" GYP WALLBOARD EA. SIDE OF STUD - 1 HR. FIRE WALL WALL TO BE HELD BACK TO ALLOW GYP WALLBOARD TO RUN THROUGH NON -BEARING GYPSUM BOARD ACOUSTIC ISOLATION EA. SIDE OF STUD 2 INTERIOR NAILER STUDS PARTY WALL (1) LAYER TYPE "X" GYP WALLBOARD EA. SIDE OF STUD - 1 HR. FIRE WALL 1_�_WALL TO BE HELD BACK TO ALLOW / GYP WALLBOARD TO RUN THROUGH NON -BEARING IXI EXTERIOR SIDE --GYPSUM BOARD ACOUSTIC ISOLATION EA. SIDE OF STUD - -2 INTERIOR NAILER STUDS ND ATTENUATION BLANKET :RAL OR GLASS FIBER BATT INSULATION COMPRESSED 3ETWEEN STUD ROWS AND -ED TO STUDS AT 10'-0" O.C. HORIZONTALLY --RATED FIRE PARTITION ND ATTENUATION BLANKET :RAL OR GLASS FIBER BATT ATION STUFFED IN THE AIR ;E AND STAPLED TO STUDS T 10'-0" O.C. HORIZONTALLY OPTIONAL 2ND 3'/z" SOUND ATTENUATION BLANKET 1� ► I ON `� �- •y� WORMS r i • i 15 PARTY WALL STAGGERED STUD WALL 1-HR WALL TO EXTERIOR WALL INTERSECTION SCALE: 1 1/2' = V-0" SUPPLY P UNI" PLUMBING KEEP PIPE STRUCTUF AT HEAD A PLATES VENT PIPE (1) LAYER %" GYP. BE 1 '/<" X 2 'h" GALV. MET STUD AT 1i NON -RATED TYPICAL PLUMBING WALL SCALE: 3" = V-0" NTERIOR SIDE RATED WALL, EXTERIOR RATED WALL, STAGGERED FIRE -RATED ASSEMBLY, SEE WALL TYPE PER PLAN FOR MORE INFO - 13 n —(1) LAYER TYPE "X" GYP WALLBOARD EA. SIDE OF STUD - 1 HR FIRE WALL (3) 2X4 OR (1) 4X6 @ WALL INTERSECTION J J > > _ i--- k NON -BEARING > r ---GYPSUM BOARD ACOUSTIC ISOLATION EA. SIDE OF STUD 1 INTERIOR NAILER STUD @ EA. SIDE OF STUD ►VA Z Q W m SINGLE STUD ? PARTY WALL 1) LAYER TYPE "X" GYP WALLBOARD EA. SIDE OF STUD - 1 HR FIRE WALL (3) 2X4 OR (1) 4X6 @ WALL INTERSECTION NON -BEARING < GYPSUM BOARD ACOUSTIC ISOLATION EA. SIDE OF STUD \ 1 INTERIOR NAILER STUD @ EA. SIDE OF STUD '12\! FIBERGLASS INSULATION ----'- WOOD SHEATHING WHERE INDICATED ON STRUCTURAL PLANS fie 2-LAYER %" TYPE U "X" GYP. BD. TOP & BOTTOM m PRE -BOARD ALL SIDES OF --- W OPENING W/ (1) LAYER GYP. BD TYPE "X" C� SEMI -RECESSED FIRE EXTINGUISHER CABINET X w W W X< li E: RETURN TRIM , SEMI -RECESSED 0 4" MAX FIRE EXTINGUISHER O I LO CABINET O NOTE: 1. VERIFY CABINET DIMENSIONS TITLE 19 i � WITH MANUFACTURER CALIFORNIA CODE OF Z 2. CONTRACTOR SHALL MOUNT I REGULATIONS BOX SO THAT EXTINGUISHER CHAPTER 3 g BRACKET HEIGHTS MEETS FIRE I O DEPARTMENT APPROVAL C.F.C. SECTION 906 LL 3. VERIFY ALL CABINET I o LOCATIONS W/ FIRE DEPARTMENT INSPECTOR VERIFY 1-HR. RATED WALL PRIOR TO FRAMING OPENINGS I ASSEMBLY PER COMPOSITE BUILDING PLANS FINISH FLOOR WALL_ FIRE EXTINGUISHER CABINET@ EXT i7-RlCR -------- SCALE: 1" = V-0" DOUBLE STUD BETWEEN DWELLING UNITS WHERE OUTLET - BOXES ARE BACK TO BACK GYPSUM BOARD ENCLOSURE REQUIRED BE SEPARATED BY - PROTECTING BOTH BOXES WITH ACOUSTICAL PUTTY PADS OR ACOUSTICAL FIRE RATED PADS. nr "rPARATED BY 30TH BOXES ISTED PADS. PARATED BY MATERIALS ID METHODS DUAL SPACE, 4COUSTICAL UND ENTIRE METER, TYP. DYING STEEL OUTLET BOX OMPLYING STEEL OUTLET BOX CONTINUOUS ACOUSTICAL SEALANT AROUND ENTIRE PERIMETER, TYP z W < _ _ z -_ < W Cn J WI< W o rY W W Q 1/4" GAP WITH ACOUSTICAL INTERIOR FINISH SEALANT STAGGERED STUD BETWEEN DWELLING UNITS OUTLET PENETRATION FIRE RATED WALL SCALE: 3" = V-0" 24" MIN 1-HR WALL AT BOXES SCALE: 3" = 1,4, BE SEPARATED BY PROTECTING BOTH BOXES WITH LISTED PADS. OR BE SEPARATED BY OTHER LISTED MATERIALS AND (1) LAYER OF TYPE "X" GYP. BD. WALL BOXES FOR REFRIGERATOR VALVE, WASHING MACHINE VALVES, SHOWER/TUB VALVES OR MEDICINE CABINET (2) LAYERS OF %" TYPE "X" GYP. BD. (1) LAYER OF %" TYPE "X" GYP. BD. 2X WOOD STUD WALL WITH THERMAL INSULATION NOTE: THIS DETAIL IS NOT TO BE USED AT SOUND -RATED PARTITIONS., 8' i SINGLE STUD 714.3.2 EXCEPTION 1.4 & 1.5 orM in c1=01 nrizinirn 714.3.2 EXCEPTION 1.3 SHADED AREA: WALL CAVITY FILLED WITH CELLULOSE LOOSE - FILL, ROCKWOOL OR SLAG MINERAL WALL INSULATION 714.3.2 EXCEPTION 1.2 24" MIN. 714.3.2 EXCEPTION 1.1 4AX. ANNUAL SPACE, TYP z Q W U W z ry (n J J W W ly- 0 W . , PRIOR FINISH COMPLYING STEEL OUTLET BOX I 11AX. ANNUAL SPACE, TYP. z W g U EL 0� < W F W J W > o' W o rY W . , PRIOR FINISH r - - INTERIOR FINISH ---COMPLYING STEEL BOX ON THE OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY NOT LESS THAN 24" WHERE THE WALL IS CONSTRUCTED W/ INDIVIDUAL NON COMMUNICATING STUD CAVITIES. --- Ya" MAX. ANNUAL SPACE, TYP. _ _ z W Q U W Z w J w< W n W — M INTERIOR FINISH o AQr "ARD MOLDING. HOLD BOARDS OFF OF THE DING BY 1/8" MIN, FILL AT HARD SURFACES COUSTICAL SEALANT USTICAL PERIMETER "ION STRIP, APPLY AT R AND PARTY WALLS L PLASTIC OR EQUAL E BARRIER FOR GYP. STURE PROTECTION. D MIN. 4" VERTICALLY VD 2" HORIZONTALLY ISH FLOORING OVER CONCRETE TOPPING -ICAL ISOLATION MAT 'ALL HARD SURFACE FLOORING GYP. BD. AWAY FROM SHEATHING 1/4". USE DENING ACOUSTICAL SEALANT AT GAP. RC CHANNEL .ING GYPSUM BOARD ( FROM STRUCTURE. W/ NON -HARDENING ACOUSTIC SEALANT ALL GYPSUM BOARD DM CEILING GYPSUM RD 1/4". FILL W/ NON - ACOUSTIC SEALANT TAPE NOTE: (1) LAYER OF GYPSUM BOARD SHOWN, VERIFY WITH PLAN FOR REQUIRED FIRE -RATED ASSEMBLY SOUND -RATED WALL TO FLOOR/CEILING ASSEMBLY SCALE: 3" = V-0" PARTITION WALL THREE CONTINUOUS BEADS OF SEALANT SHALL BE LAID PRIOR TO SETTING THE WALL PLATES AT THE CONCRETE SLAB IN ORDER TO PROVIDE A NON - HARDENING SEAL BETWEEN THE FLOORING AND THE PLATE. USE ACOUSTICAL SEALANT OR APPROVED EQUAL. USE ACOUSTICAL SEALANT PADS, ACOUSTICAL SEALANT, OR APPROVED EQUAL ON ALL OUTLET BOXES. CAULK ALL ELECTRICAL OUTLET BOXES IN THE PARTYWALL SO THAT THE BOXES ARE AIRTIGHT OUTLET BOXES IN RATED ASSEMBLIES WILL BE STEEL PER CBC OR APPROVED ALTERNATE. PER CBC 718, FIRE BLOCKING SHOULD OCCUR AT INTERVALS NOT EXCEEDING 10' - 0" O.C. MAXIMUM, HORIZONTALLY AND VERTICALLY. ALL PENETRATIONS INTO SOUND -RATED PARTITIONS SHALL BE SEALED W/ APPROVED PERMANENT FLEXIBLE SEALANT OR FIBER PADDING. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND PARTITION WALL. PLUMBING, CONDUIT, OR DUCTWORK SHALL BE HUNG FROM THE FLOOR JOISTS W/ RESILIENT HANGERS AND SHALL NOT BE CONNECTED DIRECTLY TO THE CEILING IN ANY MANNER IT IS RECOMMENDED THAT ANY PIPES, CONDUITS, OR DUCTWORK NOT BE RUN WITHIN COMMON WALLS, HOWEVER IF NEEDED, PIPES, CONDUITS, DUCTWORK, OR ANY OTHER HARDWARE IN COMMON WALLS SHALL BE ATTACHED ONLY TO THE SIDE OF THE WALL THAT IS SERVICED BY SUCH PIPING, AND MAY NOT AT ANY POINT BE ATTACHED TO THE OPPOSITE WALL. ALL SUCH HARDWARE SHALL BE RESILIENTLY MOUNTED. METAL PLUMBERS TAPE ALONE IS NOT SUFFICIENT AS A RESILIENT MOUNT. THERE SHALL BE NO RIGID CONNECTIONS BETWEEN COMMON WALLS (EXCEPT THE SUBFLOOR AT THE FLOOR/CEILING). DIAGONAL FRAMING SUPPORTS SHALL BE NAILED COMPLETELY TO THE VERTICAL STUDS OF THE PARTY WALLS, AND SHALL NOT BE ALLOWED TO BRIDGE THE GAP SEPARATING THE WALLS. THE OUTLET BOX FRAMES SHALL NOT BE ALLOWED TO CONTACT THE OUTER LAYERS OF GYPSUM. THE GAP AROUND THE BOX AT THE GYPSUM BOARD SHALL BE FILLED WITH NON -HARDENING CAULK. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUNDS ASSEMBLIES SHALL BE INSULATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MIN 114" THICK APPROVED RESILIENT MATERIAL. EXCEPTION: GAS PIPING NEED NOT BE ISOLATED. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLY WITHIN A WALL. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. OCCUPANCY SEPARATION WALL PENETRATIONS MUST BE EITHER FERROUS OR COPPER AND FIRE -STOPPED SUCH THAT TH E REQUIRED FIRE - RESISTANCE WILL NOT BE REDUCED. ELECTRICAL OUTLET BOXES MUST NOT EXCEED 16 SQ.IN. TOTAL PENETRATION AREA DOES NOT EXCESS 100 SQ. IN. IN ANY 100 SF OF WALL. BOXES NOT SEPARATED 24" MUST HAVE LISTED FIRE PUTTY PADS INSTALLED (OR OTHER APPROVED METHOD). ANNUAL SPACE BETWEEN MEMBRANE AND BOX IS NOT OVER 1/8" INDIVIDUAL ELECTRICAL OUTLET BOXES MUST HAVE BEEN TESTED FOR USE IN FIRE -RESISTANCE -RATED ASSEMBLIES WITH LARR OR ICC APPROVAL. STAIRS AND INTERMEDIATE LANDINGS SHOULD NOT BE MOUNTED DIRECTLY TO FIRE -RATED WALL STUDS. STRINGERS SHOULD BE UTILIZED, WITH A GAP TO ALLOW A LAYER OF GYPSUM BETWEEN ASSEMBLIES, TO SEPARATE THE STAIRS AND FIRE -RATED WALL. GREATER STUD SIZES (DEPTHS) SHALL BE PERMITTED TO BE USED IN METAL OR WOOD STUD SYSTEMS. METAL STUDS OF HEAVIER GAGE THAN THOSE TESTED SHALL BE PERMITTED ONLY WITH ARCHITECT AND DESIGN TEAM'S APPROVAL. THE ASSIGNED RATING OF ANY LOAD -BEARING SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM WHEN USED AS A NONLOAD- BEARING SYSTEM. INDICATED STUD SPACINGS ARE MAXIMUMS. HEAVIER GATE STUDS OR CLOSER STUD SPACING MAY REDUCE THE STC. GREATER STUD DEPTH MAY IMPROVE THE STC. FLOOR/CEILING ASSEMBLY NOTES • RC DELUXE RESILIENT CHANNEL (RCSD) BY CLARKDIETRICH IS REQUIRED. • ALL PENETRATIONS INTO SOUND -RATED FLOOR -CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT FLEXIBLE SEALANT. • ANY PLUMBING, CONDUIT, OR DUCTWORK SHOULD BE ATTACHED TO THE FLOOR JOISTS USING SOME TYPE OF RESILIENT MOUNTING AND SHOULD NOT COME IN CONTACT WITH THE CEILING GYPSUM BOARD OR THE DROP CEILING JOISTS IN ANY MANNER. • ALL PLUMBING LOCATED IN FLOOR/CEILING ASSEMBLIES OR DROP DOWNS SHALL BE STUFFED AND WRAPPED WITH INSULATION. • GYPSUM BOARD CEILINGS SHALL NOT TOUCH ANY OF THE WALLS. THE GAP SHALL BE 1/4" MIN. AND SHALL BE CAULKED WITH NON -HARDENING CAULK FROM BELOW ALONG THE ENTIRE PERIMETER OF THE CEILING. • WRAP FOAM AROUND THE TUB DRAIN PIPE AND FIRESTOP PER CODE. THE CAVITY AROUND THE TUB SHOULD BE STUFFED WITH INSULATION. • ANY GAPS ALONG THE WALLS OF THE TUB SHOULD BE FILLED WITH A NON - HARDENING OR ACOUSTICAL CAULK. • SPECIFIED FLOOR -CEILING AND ROOF- CEILING FRAMING SIZES OR TRUSS DIMENSIONS ARE MINIMUMS. GREATER JOIST OR TRUSS SIZES (DEPTHS) SHALL BE PERMITTED TO BE USED IN METAL OR WOOD FRAMED SYSTEMS. INDICATED JOIST AND TRUSS SPACING ARE MAXIMUMS. CLOSER JOIST OR SPACING MAY REDUCE THE STC. GREATER JOIST OR TRUSS DEPTH MAY IMPROVE THE STC. FIRE —RESISTANCE RATING (CBC 722.6) DESCRIPTION CBC SECTION TIME ASSIGNED (MIN.) 1/2" TYPE "X"GYP. BD. T.722.6.2. (1) 25 TYPE "X" GYP BD. T.722.6.2. (1) 40 WOOD STUDS 16" O.C. T.722.6.2. (2) T.722.6.2. (2) 20 10 WOOD FLOOR AND ROOF JOISTS 16" O.C. FLOOR AND ROOF: 15/32" WOOD STRUCTURALPANEL T.722.6.2. (4) 15 a� drawn 0 Q submittal 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal - 04/12/2019 -- - n 3rd Plan Check Submittal 06/07/2019 c 4th Plan Check Submittal - 09/09/2019 - - U 0 revision date U aD Q N -- - ------ L 0 - - - C co M r•� N -- 0 (D U) D (D L Q) consultant: N L 0 L D c� c0 (n U N U owner: L M cU 0 C 0 W co E L 0 Q E N L L _0 L Q co N L D_ X 0 N L 0 c� Q z a M o sC"�'dED FOR CODE COMPLIA�Or a_ O DEC 19 2019 LO D BUREAU VERITAS NORTH AMERICA, IPJC. ® Q U 0 Q W. N p s Wco CE w _U j a) W J � L W �U a) a) > cn cn>, E Q E >_M CU -_ 0 W < • cr E C L 0 @ (DW N M LL CO 0 o WITHEE MALCOLM L ARCHITECTS, LLP 3 /g Rcy/ 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 -C �' f.310.217.0425 .Q Nan .\tF-, C N co 1—HR FIRE ASSEMBLYco - GENERAL DETAILS AND NOTES Q -a SHEET TITLE ro W � SHEET No A81 1 Plot Date: 919120 9 10:5 7.52 AMI Local File:_CornPosite,_2019_RMarinebrena,rvt Consultant File Background Info: job no. B6079 ASSEMBLY LISTING STC / IIC RATING INTERIOR CORRIDOR J m w U) Q n w 0 w O ~ z_ � J z W O U z z w 1-HR FLOOR / CEILING INTERIOR CORRIDOR SCALE: 1 1/2" = V-0" SPECIFIED ROOFING PER ROOF PLAN 1-HR FLOOR/CEILING -- - -- J - C.B.C. 721.1 (3) 21.-1.1 NOT REQUIRED O z z W U o_ u- o' °O UJ Of >- o J w 0° Q w ry U) of= Q �I -- ----- - - - -- --ROOFING PER ROOF PLAN 1 GENERAL NOTE STANCE RATING" (ERS 1/2" TYPE "X" 'YP BD AT SIDES & P - TOTAL 80 MIN.* PER MECH PLANS ROOF TRUSS PER RUCTURAL PLANS RRING CHANNELS ICULAR TO JOISTS --1-HR APPROVED ACOUSTICAL SEALANT OR FIRE SAFING TYP. MECHANICAL DUCT IN 1-HR ROOF/CEILING SCALE: 3" = V-0" ..... __ ...-. -__ __ .-... _ ... ..... ..... ..... ._.. __- -_.. _- __. ..... ..... ..... ..... 0 z J z Wg U a fy O w O o X C) J W m Q w o) a MECHANICAL DUCT IN 1-HR ROOF/CEILING SCALE: 3" = V-0" SPECIFIED ROOFING PER ROOF PLAN LAYERS 1/2" TYPE "X" GYP BD AT SIDES & TOP - TOTAL 80 MIN. ICT PER MECH PLANS ROOF PER STRUCT PLANS ---- ---- ----- - - - SPECIFIED ROOFING PER ROOF PLAN ASSEMBLY LISTING ROOF SHEATHING PER - ROOF STRUCTURAL (MIN. 1/2" WD. STC / IIC RATING STRUCT. PANEL PER REPORT) . MODIFICATION 1-HR FLOOR/CEILING - C.B.C. 721.1 (3) 13.-1.4 NOT REQUIRED PLI-DECK ESR-2097 CLASS A: PLI-DECK SYSTEMS W/ MIN BASE COAT 3/16" THICK IS SUBSTITUTED FOR THE DOUBLE WOOD FLOOR DESCRIBED IN z CBC TABLE ABOVE, PER REPORT wQ N_-- LU 1- - - --- - - - -- - - CORRIDOR J m - ------PLI-DECK ICC-ES ESR-2097 SYSTEM 00 O CLASS "A" FIRE RATED DECK SYSTEM, J � w PER MANUF. REQ'S W w I w U)INSTALL Q 5/8" MIN THICK EXTERIOR GRADE U (o' Q DECK PLYWOOD SHEATHING, ;,• .. ,_ - — — — — — — — - BUILT-UP FRAMING WHERE } _- REQ'D FOR LEVELING - o m LU Q z � --2x10 JOIST RIPPED TO SLOPE CD (2x8 MIN @ 16" O.C. MAX PER z U - ---- - Q REPORT) - SEE STRUCT O- 0 z w — — — — — — — — — — ---------- z g 1 5/8" METAL STUD @ MAX. 16" uJ O "X" O.C. VERIFY SPAN WITH METAL Q z --1-LAYER 5/8" TYPE GYP. BD. w CORRIDOR STUD MANUF. CHART J w - - - — -- 7/8' EXTERIOR PLASTER FINISH IN w z U LIEU OF %" GYP BD AT EXTERIOR' 1-LAYER 5/8" GYP BD — — — — — — — CONDITION WITHOUT DROP z - �: CEILING EXTERIOR CONDITION: 7/8" EXT. CEMENT PLASTER W/ EXPANDED METAL RIB LATH a CORRIDOR-- EXTERIOR CONDITION: 7/8" EXT. CEMENT AND 1 LAYER GRAD "D" BLDG. PAPER w w i PLASTER W/ EXPANDED METAL RIB LATH AND 1 LAYER GRAD "D" BLDG. PAPER r 1-HR RF/CLG AT CORRIDOR (WOOD JOIST) - 1-HR FLOOR / CEILING SCALE: 1 1/2" 1' 0" _ - `'' SCALE: 1 1/2" = V-0" 1-HR. ROOF/CEILING ASSEMBLY 1-HR. ROOF/CEILING ASSEMBLY LISTING GA FILE NO. RC 2601 (GENERIC) LISTING GA FILE NO. RC 2601 (GENERIC) STC / IIC RATING NOT REQUIRED, STC / IIC RATING - -- ASSEMBLY PER ACOUSTICAL REPORT -- --- PAVER PER MANUF. MIN. 2x10 WOOD JOISTS, ROOF / MIN. 2x10 WOOD ROOF SEE STRUCTURAL --SPECIFIED ROOFING PER ROOF PLAN JOISTS, SEE PLANS (MAX. 24" O.C. -- ROOF SHEATHING PER STRUCTURAL PLANS SPECIFIED ROOFING PER ROOF PLAN PER REPORT) STRUCTURAL (MIN. 1/2" WD. (MAX. 24" O.C. PER STRUCT. PANEL PER REPORT) REPORT) --- - ROOF SHEATHING PER 7 STRUCTURAL (MIN. 1/2" WD. .................:...........................................: ..- ................ STRUCT. PANEL PER REPORT} -................................................: -------------------_- - - - - - - - ?:_. t. -- ADJUSTABLE PEDESTAL % NEOPRENE PAD ADHERED — �3/" TO BOTTOM PEDESTALS - »`� J IOF E -, -: ..: ._,...,.,,,. . ........ ... ..:•._ 'X'GYP. BD. 8 THERMAL INSULATION PER {2) LAYERS OF 5/8" TYPE 'X'GYP. --- RESILIENT FURRING ;- •- _.._ _ ._.• - INTERIOR ENERGY CONFORMANCE SHEETS BD. CHANNELS PERPENDICULAR - * SEE 1/A811 GENERAL NOTE EXTERIOR CONDITION: APPLY EXTERIOR CONDITION: APPLY UNIT TO FLOOR JOISTS / /� Z, "FIRE -RESISTANCE RATING" 7/8" THK. LAYER OF STUCCO 7/8" THK. LAYER OF STUCCO R38 THERMAL INSULATION PER FINISH IN LIEU OF FACE LAYER FINISH IN LIEU OF FACE LAYER ENERGY CONFORMANCE SEETS OF 5/8" TYPE'X' GYP. BD. OF 5/8" TYPE 'X' GYP. BD. i� - -- --- 11 1-HR ROOF / CEILING (WOOD JOIST) -- 7 1-HR ROOF / CEILING (WOOD JOIST) @ ROOF PEDESTAL 3 SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" CARPET TILE PLI-DECK ICC-ES ESR-2097 SYSTEM CLASS "A" FIRE ASSEMBLY UNIT F GYPSUM BOARD BOX RATED DECK SYSTEM. - - - ENCLOSURE: 2 LAYERS 1/2" TYPE "X" GYP BD AT SIDES AND TOP INSTALL PER LISTING EXIT CORRIDOR MANUFACTURER'S STC /IIC RATING REQUIREMENTS w -- CARPET OVER PAD z = U i W U = 0 5/8" MIN THICK EXTERIOR GRADE z DECK PLYWOOD SHEATHING,' 00 J _J W Q BUILT-UP FRAMING WHERE: _J Q U w REQ'D FOR LEVELING p o p w Q O w -2x10 JOIST RIPPED TO SLOPE' of w LU a 1� w J co { 2x8 MIN 16" O.C. MAX PER fr } F- LU 2i Lu REPORT) -SEE STRUCT' p LU > J < U) w w Q I 1 YERS OF 5/8" TYPE "X" ( ) o z GYP. BD. I I L W. - --- -----� U FLOOR JOIST o AT 16" O.C. MAX Q 1-LAYER 5/8" GYP. BD. LIGHT PER ELECTRICAL PLANS - --1-HOUR APPROVED < UNIT ACOUSTICAL SEALANT OR z FIRE SAFING TYP. Oz RECESSED LIGHT IN 1-HR FLOOR / CEILING INT/EXT TRANSITION AT CORRIDOR 8 14) SCALE: 3" = V-0" \ SCALE: 3" = V-0" ROOF GYPSUM BOARD BOX ENCLOSURE: 2 LAYERS 1/2" TYPE "X" GYP BD AT SIDES AND TOP I H J z i ° vLL O a _ :. Q > g m } 0- Q j w FLOOR JOIST AT 16" O.C. MAX, LIGHT PER ELECTRICAL PLANS 1-HOUR APPROVED UNIT ACOUSTICAL SEALANT OR FIRE SAFING TYP. RECESSED LIGHT N 1-HR ROOF / CEILING - IC — ---- -- - 17 SCALE: 3" = 1'-0" RECESSED LIGHT IN 1-HR ROOF/CEILING SCALE: 3" = V-0" 1-HR FLOOR/CEILING - C.B.C. 721.1 (3) ITEM 13.1.4 ASSEMBLY PER ACOUSTICAL REPORT ASSEMBLY LISTING STC / IIC RATING i MODIFICATION - 5/8" TYPE "X" GYP. BD. IN LIEU OF 1/2" MIN. - PLI DECK ESR-2097 CLASS A: PLI DECK SYSTEMS W/ MN. BASE -COAT 3/16" THICK IS SUBSTITUTED FOR THE DOUBLE WOOD FLOOR DESCRIBED IN CBC TABLE ABOVE WOOD I -JOISTS ROOF PLI-DECK ICC-ES ESR-2097 SYSTEM CLASS "A" FIRE RATED DECK SYSTEM. INSTALL PER .................. - .... ................ . MANUFACTURER'S REQUIREMENTS -- • • -•-. ........ ACOUSTICAL UNDERLAYMENT - PRIVATE DECK SEE DETAIL 20/A825 5/8" MIN. THICK EXTERIOR GRADE _ DECK PLYWOOD SHEATHING --- -- a 41 2x10 JOIST RIPPED TO SLOPE �( (2x8 MIN. @ 16" O.C. MAX. PER REPORT) -SEE STRUCT. R38 THERMAL INSULATION PER ENERGY CONFORMANCE SHEETS - -RESILIENT FURRING CHANNELS 0 0 0 0 0 0----- 0— o PERPENDICULAR TO FLOOR JOISTS o 0 0 0 0 1-HR FLOOR/CEILING CBC T. 721.1(3) 21-1.1 ASSEMBLY PER ACOUSTICAL REPORT --PAVER PER MANUF. -SPECIFIED ROOFING PER ROOF PLAN —ROOF SHEATHING PER STRUCTURAL (MIN. 1/2" WD. STRUCT. PANEL) ........ ......... ADJUSTABLE PEDESTAL I NEOPRENE PAD ADHERED TO BOTTOM OF PEDESTALS ------------ -- —------- (2) LAYERS OF 5/8" TYPE 'X' GYPSUM WALLBOARD'. UNIT INTERIOR (SUBSTITUTED FOR 1/2" TYPE'X' GYPSUM WALLBOARD)., UNIT --RESILIENT FURRING CHANNELS / NAILED TO JOIST W/ 6d* COOLER OR WALLBOARD NAILS PERPENDICULAR TO FLOOR JOISTS (SUBSTITUTED FOR 5d NAILS) AT 6" O.C. END JOINTS OR: -.-- -R38 THERMAL INSULATION PER WALL BOARD SHALL BE CENTERED ON JOIST. :2 LAYERS OF 5/8" TYPE 'X' ENERGY CONFORMANCE SHEETS *FOR PROPERTIES OF COOLER OR WALLBOARD NAILS,GYPSUM BOARD PER REPORT----] SEE ASTM C 514, ASTM C 547 OR ASTM F 1667. ADD PLASTER FINISH AT EXTERIOR CONDITION IN LIEU OF FACE LAYER OF GYPSUM BOARD 1-HR FLR/CEILING (DECK W/ COATING) �' 1-HR ROOF/CEILING10 - - \\ 2 SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" ;� z�<� _ SEE STRUCT: DRWG, c�nr�ir,rrn n���u.i� non AT 16" O.C. MAX 13) RESILIENT CHANNEL - GYPSUM BOARD ENCLOSURE: 2 LAYERS 1/2" TYPE'X' GYP. BD. AT ALL 4 SIDES - - J w w Q z 0 Q z J W U U w O I J 0 w O O O DUCT SUPPORT STRAP -DUCT PER 1-HR APPROVED TO PREVENT CONTACT MECHANICAL ACOUSTICAL W/ CLG GWB PLAN SEALANT OR FIRE SAFING TYP. MECHANICAL DUCT IN 1-HR FLOOR / CEILING SCALE: 3" [ASSEMBLY 1-HR FLOOR/CEILING LISTING - C.B.C. 721.1 (3) ITEM 13.1.2 STC /IIC RATING NOT REQUIRED MODIFICATION - PLI DECK ESR-2097 CLASS A: PLI DECK SYSTEMS W/ MN. BASE -COAT 3/16" THICK IS SUBSTITUTED FOR THE DOUBLE WOOD FLOOR DESCRIBED IN CBC TABLE ABOVE PRIVATE DECK 1-HR FLOOR/CEILING ( PRIVATE DECK) C ) SCALE: 1 1/2" = V-0" ----PLI-DECK ICC-ES ESR-2097 SYSTEM CLASS "A" FIRE RATED DECK SYSTEM, INSTALL PER MANUF. REQUIREMENTS 5/8" MIN. THICK DECK PLYWOOD SHEATHING ASSEMBLY - 1 - HR. FLOOR/CEILING UL DESIGN No. L518 ------ -- - ----- 58 STC / 50 IIC (C.O.N.0 2.1.4.2.1.9)� I LISTING -- -- STC / IIC RATING CARPET OVER PAD - ACCESSIBLE TRANSITION STRIP PER SOUND TEST ---MIN. 1 ''/z" THK. LIGHTWEIGHT CONCRETE PER UL L518 SYSTEM NO. 4 FLOOR SHEATHING -- PER STRUCTURAL —SOUND ATTENUATION MAT (MIN. OF 19/32" PER UL 1' - 0" LAP PER REPORT (1/4" MIN.) L518) ---HARD SURFACE FLOORING PER REPORT 3'/2' MIN. GLASS FIBER SOUND u INSULATION SECURED TO SUB FLOOR - - --MIN. 9 Y2' DEEP I JOIST SPACED 24" O.C. MAX. PER o 0 0 0 0 0 0 o REPORT - VERIFY WITH STRUCT 2x10 JOIST RIPPED TO SLOPE r ' (2x8 MIN. @ 16" O.C. MAX. PER W O L___RESILIENT REPORT) - SEE STRUCT. < FURRING J CHANNELS O U PERPENDICULAR TO z - FLOOR JOISTS. z 2 LAYERS OF'/2' MIN. THK. 7/8" EXTERIOR CEMENT PLASTER g GYPSUM BOARD PER REPORT (20/30 SAND FINISH) OVER w 1 %" METAL STUD @ MAX 16" O.C. EXPANDED METAL RIB LATH w VERIFY METAL SPAN W/ MANUF. CHART 1-LAYER %" GYP. BD. 1-HR DWELLING UNIT - FLOOR/CEILING 1 SCALE: 1 1/2" = V-0" a� T) drawn 0 Q submittal C 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check_ Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 4th Plan Check Submittal - - - - 09/09/2019 -- _ - U 0 a� O N L q) consultant: N L 0 L t� C C c� O U N U owner: L M M O 0 0 W W 0 L L 0 L Q N L Q X N N L 41 0 Q 0 CEuIE'vVIED FOR CODE COMPLIM" Q DEC 19 2019 C BUREAU VERITAS NORTH AMER14 O U 0 L Q N L N 00 C cCt0 -CW ao � W L a) L cn E o U c0 E < O (D N L.LJ cr) m LL +� 0 f� L 0 Q. 0 L�1 LL 0 L o WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street F Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 (P�� . 4'FAl n ,) ?� N C N U) - 1-HR FIRE ASSEMBLY - L FLOOR/CEILING & ROOF/CEILING Q SHEET TITLE c0 U � SHEET No A812 N 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 91912019 10:57.57 AM Local File: t_;:' J. �r:,rri�arir2elarer;.:iD:>cE_:¢�:=.ri;:s'tBCU79_.'�rrF��;�: itr:��C 1�:_N?,�3�:ir::>la. r1 3 rvt Consultant File Background Info: job no. B6079 NOTE: FIRE PROTECTION MEMBRANE SHALL EXTEND TO PROTECT ANY CONNECTION HARDWARE TO ATTACHED STRUCTURAL ELEMENTS. EEL COLUMN PER STRUCTURAL SEE UL LISTING FOR MIN. SIZE & COATING THICKNESS INTUMESCENT COATING FuL 263 DESIGN NO. Y615 - STEEL COLUMNS - COLUMNS SHALL BE FREE OF DIRT, LOOSE SCALE AND OIL. COLUMNS SHALL BE PRIMED WITH A PHENOLIC MODIFIED ALKYD RESIN PRIMER. MASTIC & INTUMESCENT COATINGS (BEARING THE UL CLASSIFICATION MARK) - COATING SPRAY, BRUSH OR TROWEL APPLIED DIRECTLY FROM CONTAINERS TO DESIRED THICKNESS. SEE TABLE IN UL LISTED ASSEMBLY FOR APPROPRIATE FINAL DRY THICKNESS & APPLICABLE RATING. 1 & 2 HR TUBE/PIPE STEEL COLUMN PROTECTION (BEAM SIMILAR) SCALE: 3" = V-0" TUBE STEEL COL. (MIN TS4x4x0.188) SEE STRUCTURAL WALL FINISH - PLYWOOD WHERE OCCURS PER STRUCTURAL (2) LAYERS OF TYPE "X" GYP. BOARD 2x WOOD STUDS PER STRUCTURAL 1-HOUR TUBE STEEL COLUMN PROTECTION SCALE: 3" = V-0" STEEL TUBE COL. PER STRUCTURAL WITH A MIN. SIZE OF 3.5" x 3.5" x 3/16" AT 1 HR. FIRE RATED CONDITION AND MIN. SIZE OF 5" x 3" x'/:' AT 2 HR. RATED CONDITION. INTUMESCENT COATING WITH A MIN. DRY THICKNESS OF 0.165" AT 1 HR. RATED CONDITION AND 0.40" AT 2 HR. RATED CONDITION. SEE UL LISTING FOR ALTERNATE THICKNESSES. STEEL PIPE COL. PER STRUCTURAL WITH A MIN. SIZE OF 4.5" DIA. x 0.313" AT 1 HR. FIRE RATED CONDITION AND MIN. SIZE OF 8" DIA. x 0.875" AT 2 HR. RATED CONDITION. -INTUMESCENT COATING WITH A MIN. DRY THICKNESS OF 0.117" AT 1 HR. RATED CONDITION AND 0.120" AT 2 HR. RATED CONDITION. SEE UL LISTING FOR ALTERNATE THICKNESSES. UL 263 DESIGN NO. Y610 BASE-LAYERY2" TYPE %' GYP. WALLBOARD APPLIED AROUND TUBE STEEL COLUMN AND HELD IN PLACE W/ PAPER MASKING TAPE. SECOND LAYER''/2' TYPE 'X' GYP. WALLBOARD APPLIED AROUND TUBE STEEL COLUMN HELD IN PLACE W/ PAPER MASKING TAPE. FACE LAYER EITHER NO. 24 MSG GALVANIZED STEEL COLUMN COVER CONSISTING OF TWO L- SHAPED SECTIONS WITH SNAP -LOCK SHEET STEEL JOINTS OR NO.22 MSG GALVANIZED STEEL COLUMN COVERS CONSISTING OF TWO L-SHAPED SECTIONS WITH LAP JOINTS FASTENED WITH NO. 8 x'/2" SHEET METAL SCREWS @ 12" O.C. NOTE : HORIZONTAL JOINTS STAGGERED 24" BETWEEN LAYERS. FIRE TEST: UL NC505-(1-6), 71NK2639, 12-23-75 UL NC505, 77NK1518 UL DESIGN X526 WALL FINISH WHERE OCCURS GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL 19TH EDITION GA. FILE NO. CM 14550 TUBE STEEL COL. (MIN. TS4x4x0.188) SEE STRUCTURAL -- 2 LAYERS OF 1/2" TYPE "X" GYP. BOARD -- �1 \ 14, NOTE: FIRE PROTECTION MEMBRANE SHALL EXTEND TO PROTECT ANY CONNECTION HARDWARE TO ATTACHED STRUCTURAL ELEMENTS. 1 13 INTEI 1-HR INTERIOR WALL (SINGLE STUD ------------------ ----- ---- SCALE: 3" = 1'-0" ASSEMBLY LISTING ! 1-HR WALL CBC TABLE 721.1 (2) 14-1.3 LSTC RATING N/A 5/8" TYPE "X" GYP BD SHEATHING WHERE RS PER STRUCTURAL OT PART OF FIRE OR DUSTICAL ASSEMBLY TUDS AT 16" O.C. PER STING - SEE STRUCT. 12j ASSEMBLY 1-HR WALL LISTING CBC TBL 721.1 (1) ITEM 15-2.1 STC RATING N/A ADHERED MASONRY VENEER INSTALL PER MANUF. SPECS 'LYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL DLANS, NOT PART OF FIRE OR ACOUSTICAL ASSEMBLY tIOR R19 FIBERGLASS INSULATION BATTS IN STUD CAVITIES PER ENERGY CONFORMANCE SHEETS 1) LAYER 5/8" TYPE "X" GYP BD STUDS 24" O.C. MIN OR 3-5/8" STEEL STUDS AT 24" O.C. MIN PER TABLE 721.1.(2) 15-2.2 VERIFY W/ STRUCT 1-HR RATED EXTERIOR WALL W/ STONE VENEER SCALE: 3" = V-0" 1-HR WALL GA FILE NO. WP 3371 (GENERIC) N/A o D' W H Z 1-HR EXTERIOR WALL (SINGLE STUD) SCALE: 3" = V-0" ASSEMBLY 1-HR WALL LISTING STC RATING CBC TABLE 721.1 (2) 15-1.3 N/A UDS AT 16" O.C. - SEE STRUCT. WENT PLASTER/. PLASTER MIX R SCRATCH COAT AND 1:5 FOR COAT, BY VOLUME CEMENT TO ) OVER BLDG. PAPER ON BOTH .-LAYERS OF 60 MIN. GARDE "D" 'ER WHERE PLASTER OCCURS VOOD-BASED SHEATHING, CBC 2510.6)COMPLYING WITH ASTM E2556 TYPE I -R19 FIBERGLASS INSULATION BATTS IN STUD CAVITIES PER ERGY CONFORMANCE SHEETS TRUCTURAL SHEATHING WHEN OCCURS PER STRUCT. PLANS (1) LAYER 5/8" TYPE "X" GYP BD ASSEMBLY 1-HR WALL ISTING CBC TABLE 721.1 (2) 15-1.3 I I TC RATING 51 (C.O.N.C. # 1.2.3.1.4.6 - FILL BOTH STUD CAVITIES WITH INSULATION PER REPORT) PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL PLANS, NOT PART OF FIRE OR DOR ACOUSTICAL ASSEMBLY IOR R19 FIBERGLASS INSULATION BATTS IN STUD CAVITIES PER ENERGY CONFORMANCE SHEETS ----7/8" THICK EXTERIOR CEMENT PLASTER (2) LAYERS 5/8" TYPE "X" GYP BD 4 WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON 2x6 WOOD PLATES DOTE: SEE DETAIL/A813 THIS SHEET -OR INTERIOR CORRIDOR CONDITION 1-HR RATED CORRIDOR WALL ASSEMBLY (STAGGERED STUD) 7 SCALE: 3" = V-0" iERED MASONRY VENEER Of STALL PER MANUF. SPECS O_ W VOOD SHEATHING WHERE W CCURS PER STRUCTURAL Z NS, NOT PART OF FIRE OR _ ACOUSTICAL ASSEMBLY R 1 v R19 FIBERGLASS / ISULATION BATTS IN STUD CAVITIES PER ENERGY CONFORMANCE SHEETS (ERS 5/8" TYPE "X" GYP BD 'ER ACOUSTICAL REPORT 2x4 WOOD STUDS 16" O.C. ;TAGGERED 8" O.C. ON 2x6 DD PLATES - SEE STRUCT. 1-HR RATED EXTERIOR WALL (STAGGERED) W/ STONE VENEER SCALE: 3" = V-0" 1-HOUR WALL ASSEMBLY I _ I I . I INTERIOR is ASSEMBLY 1-HR WALL LISTING CBC TABLE 721.1 (2) 16qN/A STC RATING 2x6 STUDS AT 16" O.C. - SEE STRUCT. PER CBC 722.6.2.3, EXTERIOR WALLS LOCATED MORE THAN 10'-0" FROM PROPERTY LINE TO HAVE (1) LAYER OF SHEATHING (TABLE 722.6.2 (3), EITHER GYP. SHTG. OR 1/2" PLYWOOD MAY OCCUR. WALLS LOCATED WITHIN 10'-0" OF PROPERTY LINE TO PROVIDE %" TYPE "X" GLASS -MAT FINISHED GYPSUM SHEATHING EXTERIOR WEATHER RESISTIVE BARRIER -HARDIE PLANK LAP SIDING O/ WEATHER RESISTIVE BARRIER R19 FIBERGLASS INSULATION BATTS IN STUD CAVITIES PER ENERGY CONFORMANCE SHEETS -STRUCTURAL SHEATHING WHEN OCCURS PER STRUCT. PLANS (1) LAYER %" TYPE "X" GYP. BD. 1-HR EXTERIOR WALL W/ SIDING FINISH (SINGLE STUD SCALE: 3" = V-0" ASSEMBLY 1-HR WALL LISTING GA FILE NO. WP 3371 (GENERIC) STC RATING N/A BERGLASS INSULATION BATTS STUD CAVITIES PER ENERGY CONFORMANCE SHEETS EXTERIOR -7/8" THICK EXTERIOR CEMENT PLASTER R HARDIE PLANK LAP SIDING O/ WEATHER RESISTIVE BARRIER WHERE OCCURS WEATHER RESISTIVE BARRIER 3) LAYERS 5/8" TYPE "X" GYP BD PER ACOUSTICAL REPORT PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL PLANS, NOT PART OF FIRE OR ACOUSTICAL ASSEMBLY 1-2x4 WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON 2x6 WOOD PLATES - SEE STRUCT. 1-HR RATED EXTERIOR WALL (STAGGERED) SCALE: 3" = 1'-0" EXTE ASSEMBLY 1-HR WALL LISTING CBC TABLE 721.1 (2) 15-1.2 STC RATING NOT TESTED 7/8" EXT CEMENT PLASTERL PLASTER MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME CEMENT TO SAND OVER BLDG. PAPER ON BOTH SIDES (2-LAYERS OF 60 MIN. GARDE "D" BLDG. PAPER WHERE PLASTER OCCURS OVER WOOD -BASED SHEATHING, CBC SEC. 2510.6) COMPLYING WITH ASTM E2556 TYPE I - 2x6 STUDS AT 16" O.C. -SEE STRUCT. (2x4 MIN. LISTING) - - - - PLYWOOD SHEATHING (WHERE OCCURS) SEE STRUCTURAL DWGS �) 1-HR RATED WALL (EXTERIOR -EXTERIOR) - 9 SCALE. 3" = V-0" - - - ------ -- -- - ��) W U 0- 07 W O Of W H Z W U ILL IL O H- Z ASSEMBLY 1-HR WALL LISTING GA FILE NO. WP 3371 (GENERIC) STC RATING 53 (C.O.N.C. #1.2.3.5.4.3 - FILL BOTH STUD CAVITIES WITH INSULATION PER REPORT) YWOOD SHEATHING WHERE OCCURS PER STRUCTURAL PLANS, NOT PART OF FIRE ;SEMBLY. WHERE PLYWOOD NEEDED FOR STRUCTURAL, -ACE WITH (1) LAYER OF 5/8" R GYPSUM BOARD FIBERGLASS INSULATION REQUIRED AT ALL TIMES AYERS 5/8" TYPE "X" GYP BD AYERS 5/8" TYPE "X" GYP BD --- 2x4 WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON 2x6 WOOD PLATES - SEE STRUCT. 1-HR RATED WALL AT CORRIDOR (INTERIOR) SCALE: 3" = V-0" UNIT ASSEMBLY 1-HRWALL GA FILE NO. WP 3371 (GENERIC)! rING 53 (O.N.C. #1.2.3.5.4.3 - FILL BOTH STUD CAVITIES WITH INSULATION PER REPORT) - PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL PLANS, NOT PART OF FIRE ASSEMBLY. WHERE PLYWOOD NOT NEEDED FOR STRUCTURAL, REPLACE WITH (1) LAYER OF 5/8" GYPSUM BOARD 3 1/2" THICK FIBERGLASS INSULATION BATTS (2) LAYERS 5/8" TYPE "X" GYP BD 2x4 WOOD STUDS 16" O.C. STAGGERED 8" O.G. ON 2x6 WOOD PLATES - SEE STRUCT. 1-HR RATED PARTY WALL (STAGGERED STUD) � -- ---- - - - 2 ) SCALE: 3' = 1'-0" ASSEMBLY 1-HR WALLI aD drawn 0 Q submittal co 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal__ ___ 04/12/2019 3rd Plan Check Submittal 06/07/2019 o- 4th Plan Check Submittal - - _ - -- 09/09/2019 _-_ - - - - U 0 revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 0 1.L L 0 - - - s L �— _U - p-- --- - -- - -- -- - O -- --- __ _ c0 Q N --- N 0 N D O consultant: N L 0 c0 C D a C c8 O U (D tf owner: L c� O 0 0 U) O E N Q- L 0 DcrS !2 z C) co 0 IMED FOR CODE COMPLIANCE 0 LO DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. Q D 0 U 0 0 Q v' a� 0 N .Q M rr c) O N W �, 0 > d- L.I.-� n Q Q �Q �v 0 M Q E 0 M CU W _ Q � 0- " :3® 00 o CO _ LL. 4- 0 nL` W 0- 0 ^L f.L O > D U X N N L o WITHEE MALCOLM ARCHITECTS, LLP 2251 West 190th Street -0 P �� Torrance, Ca 90504 N C�049 t. 310.217.8885 No. } f.310.217.0425 N O Q 1-HR FIRE ASSEMBLY - WALL N L O C c� -a SHEET TITLE I` M U) SHEET No A81 3 co 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:58.0:; AM Local File: i�sLr: ;rrnarir3.�larr>r; :iD+ r t_:,� .r�t�t66 i9_.';>rr�t� z: it _L=01=s'_R �1a:ir: l rs r.a.rvt Consultant File Background Info: job no. B6079 u WE H N W WW F- _ <� rY z� Ow z0 U J m N � A W CO < W W U U) OVER -FRAMING FOR CRICKETS WHERE OCCURS, CONTINUE 2 LAYERS OF 5/8" TYPE 'X' GWB. ROOFING SYSTEM PER ROOF PLAN EXTERIOR C RRIDOR OR PRIVATE IDECK SLOPE TO DRAIN, SEE PLAN W < U` -- z- J J W c PERPENDICULAR FRAMING , W 0 U �_J 2x SLOPED DJ PER STRUCT. < (1/4"/FOOT MAX.) -- W J Ww W �_ < % I U \ OL z0 U U �L O - — '— — — — — — — — - - SEE DETAIL FOR PLY -DECK COATING CONDITION SLOPE TO DRAIN U) Z SEE PLAN < --- J TE O _ — z * J J w m rc4l PERPENDICULAR FRAMING O U 'f' 2x SLOPED DJ PER STRUCT. I_ 0 < (1/4"/FOOT MAX.) �z. I _- I'. W < I: _ w - SEE DETAIL FOR PLY -DECK < U COATING CONDITION I --- - �. O- ��o_ J ----------- EXTERIOR CORRIDOR OR PRIVATE (DECK v SLOPE TO DRAIN SEEP N Fl o a a 4 d - ° ' a 4` ° vQ B� a a G -°- - _ M° A ° d 4 , v a GARAGE 1-HR FIRE RATED EXTERIOR DECK SCALE: 1 1 /2" = V-0" M f'1/'kCIAIf� C`VC`TChA r]Cr] � RATED CORRIDOR 0 02 J WALLC7/A813 < /��\\ 0 w L� J o ) W LW W J m W N U U a < 0 z J_ Q� W M U �,- U_ O O SLO_ PE TO DRAIN SEE PLAN--� PERPENDICULAR FRAMING - - -- -- b < U N SLOPED FJ - Q SEE STRUCT. O PARALLEL = 0 FRAMING w W J H < m z U)— O r' -- - - - — - z < I, I'. F UNIT INTERIOR SPACE �; CORRIDOR (EXTERIOR) RATED CORRIDORNA ' WALLC7/A813 1 r ( < U SLOPE TO DRAIN ____SEE PLAN -- _ 7-- PERPENDICULAR FRAMING U cam?, -- - SLOPED FJ - � � Q) - SEE STRUCT.LLEL = 00 w -o } W J F- m w z U) -z CORRIDOR (EXTERIOR) - ° -7 ING E 0 00000 000 BLOCKING AS NEEDED TO PREVENT RESILIENT CHANNEL CANTILIVERS OVER 6 INCHES UNIT INTERIOR SPACE I I 4 ,? RATED CORRIDOR WALL( 7lA813 N J � 1 Q 0 J--P.T.D.F. SILL PLATE PER STRUCT. O/ FOAM / SILL SEAL/CAPILLARY O p I BREAK, TYP. Of w I - - - U.S. GYP. U ACCOUSTICAL (. SEALANT, TYP. SLOPE TO DRAIN SEE PLAN W mc W�/ m �`, a ° ° d Z (n Z (n a' d' W '^^ OD `4 9° - d V/ O OI V/ I d �� Q Ili ° d - - _ - 41 ° _de - �- O d-q_ _ a - eC- �</ LL <tea_ ° _ - -°- _ a-.- - LL LL _ - . ° e - - - A. INTERIOR CONDITION SHOWN - SEE DETAIL FOR EXTERIOR CORRIDOR WALL ASSEMBLY GARAGE 1-HR FIRE RATED EXTERIOR WALL AT CORRIDOR \' SCALE: 1 1/2" = V-0" RATED WALL _ ASSEMBLY PER 3/A81 PARALLEL FRAMING - UNIT INTERIOR SPACE RATED WALL ASSEMBLY 31A813 d - PARALLEL FRAMING BLOCKING AS NEEDED TO PREVENT RESILIENT CHANNEL CANTILIVERS OVER 6 INCHES M1l!'1CIA1r' CVCTCIIA IDCD II� PERPENDICULAR FRAMING 0 O J -JOIST - SEE STRUCT. I CORRIDOR (INTERIOR) PERPENDICULAR FRAMING Of OCO J ----FLOOR JST --- - , U_ N o w -SEE STRUCT. LU� ¢I < UNIT INTERIOR SPACE p CORRIDOR (INTERIOR) --P.T.D.F. SILL PLATE PER STRUCT. O/ FOAM SILL SEAL/CAPILLARY RATED WALL BREAK, TYP. ASSEMBLY 31A813� -FOAM SILL SEAUCAPILLARY BREAK, TYP. -U.S. GYP. ACCOUSTICAL SEALANT, TYP. -- BASEBOARD 1/4" ABOVE CONCRETE SLOPE TO DRAINi SEE PLAN W W 4. ° y - - - -no ° -- J - _ - _ c, e9 U G O U •o - $ " U N• e. LL W 4_ W O ad. a 4 ° •4 INTERIOR CONDITION SHOWN - SEE DETAIL FOR EXTERIOR CORRIDOR WALL ASSEMBLY GARAGE 1 - WALL AT CORRIDOR HR FIRE RATED EXTERIOR CO � SCALE: 1 1 /2" = V-0" �r1ll CIAIC CVCTCRA OEM UNIT INTERIOR SPACE UNIT INTERIOR SPACE PARTITION WALL tL 2/A813 0 W Q J ' N Lu U) ti < _ ASSEMBLY 2-HR TO 4-HR WALL N J U LISTING CBC 720.1 (3) ITEM NO. 1-1.1. 0 STC RATING 55 - MIN 6" THICK W - - - -- —MINIMUM 3" THICK HARD ROCK CONCRETE TOPPING SLAB O/ 3/8" THK. DRAINAGE BD. O/ WATERPROOFING MEMBRANE (WHERE OCCURS) 4_ U) 4 ' e co 0 a o a_ W ev_ _ "d 4 q°_ °"'�UJ as _ LL-e- a yd SEE STRUCTURAL DRAWINGS FOR THICKNESS z 2-HR TO 4-HR RATED CONCRETE FLOOR W N SCALE: 3" = 1'-0" � of O w 1. PENETRATIONS IN A FIRE -RATED WALL SHALL BE PROTECTED BY AN APPROVED FIRE STOP MATERIAL IN ACCORDANCE WITH SECTION 714.3.1 A. STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6" DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES B. MEMBRANE PENETRATIONS OF MAXIMUM 2-HR FIRE RESISTANCE RATED WALL AND PARTITIONS BY STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQ-IN ARE PERMITTED PROVIDED OPENING DO NOT EXCEED 100 SQ-IN FOR ANY 100 SQ-FT OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. (714.3.2) C. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION (714.3.1.1) D. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS PER SECTIONS 717.3 a. DUCT PENETRATIONS OF FIRE WALLS IN ACCORDANCE TO SECTION (717.1.1) b. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURES AND EXIT PASSAGEWAYS WHERE THEY ARE NOT ALLOWED TO PENETRATE (717.5.2) C. DUCT PENETRATING SHAFTS (717.5.3) d. DUCT PENETRATING FIRE PARTITIONS AND FIRE -RATED CORRIDOR WALLS, SEE EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS INTO O CORRIDOR (717.5.4.1) e. DUCTS PENETRATING SMOKE BARRIERS (717.5.5) U f. DUCTS PENETRATING HORIZONTAL ASSEMBLIES (717.6) 2. DRAFTSTOPPING IN FLOOR/CEILING A. IN R-2 BUILDING WITH THREE OR MORE DWELLING UNITS, DRAFT STOPS O MUST BE INSTALLED IN WOOD FRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BE LOCATED ABOVE AND IN LINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (718.3.2) B. EXCEPTIONS a. DRAFTSTOPPING IS NOT REQUIRED IF BUILDING IS SPRINKLERED WITH NFPA 13 SPRINKLER SYSTEM OU U < b. DRAFTSTOPPING IS NOT REQUIRED IF BUILDING IS SPRINKLERED 0 00 _3 WITH NFPA 13R SPRINKLER SYSTEM AND SPRINKLERS ARE W W INSTALLED IN THE CONCEALED SPACE < Of w W 3. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE z _ FOLLOWING LOCATIONS: z A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS (718.2.2) B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10 FOOT INTERVALS ALONG THE LENGTH OF THE WALL (718.2.2) C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS (718.2.3) D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED (718.2.4) E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND W Q Of P.T.D.F. SILL PLATE PER FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS (718.2.5) STRUCT O/ FOAM SILL 4 DRAFTSTOPPING IN ROOF/CEILING: SEAL/CAPILLARY A. IN R-2 BUILDING WITH THREE OR MORE DWELLING UNITES, DRAFTSTOPPING BREADK, TYP. SHALL BE PROVIDED IN ATTICS, MANSARDS, OVERHANGS OR OTHER ACOUSTICAL CONCEALED ROOF SPACES. DRAFTSTOPPING SHALL BE INSTALLED ABOVE, SEALANT, TYP. AND IN LINE WITH, SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING ABOVE. B. aWHERE RE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR DWELLING ° 9'- = • a - .tl - a W m UNIT SEPARATION, DRAFTSTOPPING SHALL ONLY BE REQUIRED _ . ._ 4-a- ABOVE ONE OF THE CORRIDOR WALLS o z W 'v cn 1 REQUIRED IF BUILDING IS SPRINKLERED b. DRAFTSTOPPING IS NOT Q °4 ° 4 ° e' O U F WITH NFPA 13 SPRINKLER SYSTEM d a a a p P R- THAT DO NOT EXCEED FOUR STORIES ABOVE GRADE C. IN GROU2 T W O PLANE, THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS e 4 q` p : ° . < INTO AREAS NOT EXCEEDING 3000SF OR ABOVE EVERY TWO LL DWELLING UNITS WHICHEVER IS SMALLER GARAGE 1-HR RATED FIRE PARTITION (STAGGERED STUD) \` SCALE: 1 1 /2" = V-0" d. DRAFTSTOPPING IS NOT REQUIRED IF BUILDING IS SPRINKLERED WITH NFPA 13R SPRINKLER SYSTEM AND SPRINKLERS ARE INSTALLED IN THE CONCEALED SPACE G ENERALNOTES SCALE: 1 " = V-0" D drawn 0 Q submittal 1st Plan Check Submittal 02/05/2019 O 2nd Plan Check- Submittal 04/12/2019 3rd Plan Check Submittal 06/07/2019 o-- 4th Plan Check Submittal - - - - - 09/09/2019 - - - -- U 0 C rr3 revision date U N o Revision 1 - 2nd P.C. Submittal 04/12/2019 L I✓_ L 0 C - - L N 0 Q N- - -- — - v7 1 lJ 'W'n V/ n� W L consultant: N L D c� U7 U N U owner: L 4- 0 0 E N D_ 0 0 4_1 L Q 0 Q co o�ilE�"QED FOR CODE COMPLIANCEp �. LO DEC 19 2019 o BUREAU UERITAS NORTH AMERICA, OICL Q ® U D o Q N 0 L _ N (Do �� M Cc (n ' t ' O > �■■ J M < a_ Q L_Q0 - a U N M a L E < W 0 M M W _ 0 .L (DN � ® 00 In 0) W LL T_ 0 UJ N > co D U X N N 0 WITHEE MALCOLM ARCHITECTS, LLP �FD A Re\ R. wrr�T�2250th Street To rance9Ca 90504 N No. C-9049 t. 310.217.8885 f.310.217.0425 OFCALN ,N nV \J W L 1 FIRE A H R S SEMBLY - WALL //--�� 1n.,L W SECTIONS W i7 -a SHEET TITLE C t� co (D SHEET No A814 co 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 91;9/2019 10:58.04 AM Local File: C::iJ er: ;rrnarir} xlarer..:; �e�cL::�:=xr�t�iD60r0_C+>rnl�v4•it s_201ts_R'�1a�ir�elar�r a.r� Consultant File Background Info: T _I - _ - - - - ----- --- ---- ......... — ---- ASSEMBLY 2-HR TO 4-HR WALL 1 LISTING CBC 721.1 (2) ITEM NO. 4.1.1.1 PER STRUCTURAL STC RATING / ' \ NAI (7" MIN.) °_ ADHERED MASONRY VENEER a ;ate• ' -- - " INSTALL PER MANUF. SPECS ° • - .•'• - -.° a •e ,° e e =`': • EXTERIOR W `° _ • ,o ° X W ,• REINFORCING, PER -ea °- STRUCTURAL 2-HR TO 4-HR RATED CONCRETE WALL — -- - 11 SCALE: ASSEMBLY - 2-HR TO 4-HR WALL 1 4.1.1. PER S7RIN LISTING CBC 721.1 (2) ITEM NO. - -- STC RATING U A 1 - MORAL ) --- - 2 COAT STUCCO SYSTEM, ..-• •° _ : ° r,' b -' e If •a A_ ° OR STONE VENEER WHERE><_ _ OCCURS, SEE EXTERIOR e _ _ ELEVATIONS - •F :da a 4'a n • INTERIOR FINISH PER a °.._e;_ Q.p ` • SCHEDULE' 1 � - - •' _. EXTERIOR Lliz REINFORCING, PER STRUCTURAL � A 2-HR TO 4-HR RATED CONCRETE WALL 2-HR WALL INTERSECTION SCALE: 3" = V-0" SCALE: 1 1 /2" = V-0" O W z ASSEMBLY 2-HR TO 4-HR WALL LISTING CBC 721.1 (2) ITEM NO. 3.1.4. STC RATING zi� NA: - 2 COAT STUCCO SYSTEM WHERE OCCURS, SEE' EXTERIOR ELEVATIONS CONCRETE MASONRY UNITS, SIZE PER STRUCT. DWGS. (MIN. 6.2" THICK) EXTERIOR REINFORCING, PER STRUCTURAL INTERIOR (2) LAYERS TYPE "X" GYP BD EACH SIDE OF STUD - 2-HR FIRE WALL 2x4 OR (1) 4x6 @ WALL INTERSECTION ---GYP BD ACOUSTIC ISOLATION EACH SIDE OF STUD 1 INTERIOR NAILER STUD @ EACH SIDE OF STUD DOUBLE STUD —(2) LAYERS TYPE "X" GYP BD EACH SIDE OF STUD - 2-HR FIRE WALL (3) 2x4 OR (1) 4x6 @ WALL INTERSECTION JUSTIC ISOLATION NCH SIDE OF STUD R NAILER STUD @ CH SIDE OF STUD 51NULE 5 1 UU ASSEMBLY 2-HR WALL LISTING UL U415 SYSTEM B I STC RATING 48, RAL-OT04-022 2-1/2" USG C-H STUDS, 25GA @ 24" O.C. - SEE STRUCT. - MIN 1" THICK MINERAL WOOL INSULATION - (2) LAYERS, 1 /2" TYPE "X" GYP BD (1) LAYER. 1" TYPE "X" GYP BD INTERIOR . . . . . - - - - - . . . ..... . . . . - - - - - - ASSEMBLY 2-HR WALL: LISTING GA FILE NO. WP 4135 STC RATING 40 TO 44, NGC 2363, 4-1-70 MODIFICATION 7/8"CEMENT PLASTER IN E - - OF 5/8" TYPE "X" GYP BD I - f - -- - - - (2) LAYERS OF 5/8" TYPE "X" GYP BD -- FIBERGLASS BATT INSULATION, PER ENERGY CONFORMANCE SHEETS EXTERIOR O I 7/8" EXT CEMENT PLASTER/. PLASTER MIX 1:4 j FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME CEMENT TO SAND OVER W I. BLDG. PAPER ON BOTH SIDES (2-LAYERS OF : 60 MIN. GARDE "D" BLDG. PAPER WHERE' z PLASTER OCCURS OVER WOOD -BASED SHEATHING, CBC SEC. 2510.6)COMPLYING WITH ASTM E2556 TYPE - STRUCTURAL SHEATHING (WHERE OCCURS) - SEE STRUCT. I- STONE VENEER WHERE OCCURS _ •I - 2x WOOD STUDS - SEE STRUCT. 2-HR RATED WALL (EXTERIOR) SCALE: 3 = V-0" t ASSEMBLY 2-HR WALL: LISTING GA FILE NO. WP 4135 (GENERIC)! STC RATING 40 TO 44, NGC 2363, 4-1-701 { 2x WOOD STUDS - SEE STRUCT. FIBERGLASS BATT INSULATION, PER ENERGY CONFORMANCE' SHEETS'. STRUCTURAL SHEATHING (WHERE OCCURS) - SEE STRUCT. = INTERIOR (2) LAYERS OF 5/8" THK. TYPE "X GYPSUM BOARD AT BOTH SIDES IL 2-HR RATED WALL (SINGLE STUD) SCALE: 3" = 1'-0" ----- ---- -- ----- ----- ---- ASSEMBLY 2-HR WALL: LISTING GA FILE NO. WP 3820' (GENERIC) STC RATING 55 TO 59, NGC 3056, 4-7-70 —2x WOOD STUDS: _ - SEE STRUCT.: 3-1/2" THK. FIBERGLASS INSULATION' = BATTS (SOUND TESTED WITH INSULATION ON ONE SIDE) IN (2) LAYERS OF 5/8" THK.,. TYPE "X" GYPSUM BOARD' UNIT AT BOTH SIDES LU_ _ STRUCT. SHEATHING (WHERE' OCCURS), SEE STRUCT. PLANS - I - 1" MIN PER REPORT 2-HR SCALE: PARTY WALL (DOUBLE = 1'-0" STUD) RATED 3 - FIRE BARRIER SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING,SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIER SHALL BE CONTINUOUS THRU CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. JOINTS AND VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTIONS 707.8 AND 707.9 - 707.8 JOINTS. JOINTS MADE IN OR BETWEEN FIRE BARRIERS, AND JOINTS MADE AT THE INTERSECTION OF FIRE BARRIERS WITH UNDERSIDE OF A FIRE-RESISTNACE RATED FLOOR OR ROOF SHEATHING, SLAB, OR DECK ABOVE, AND THE EXTERIOR VERTICAL WALL INTERSECTION SHALL COMPLY WITH SECTION 715. - 707.9 VOIDS AT INTERSECTIONS. THE VOIDS CREATED AT THE INTERSECTION OF A FIRE BARRIER AND A NON-FIRE- RESISTNACE-RATED ROOF ASSEMBLY SHALL BE FILLED. AN APPROVED MATERIAL OR SYSTEM SHALL BE USED TO FILL ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO ACCOMMODATE EXPECTED BUILDING MOVEMENTS AND TO RETARD THE PASSAGE OF FIRE AND HOT GASES. 2-HR TO 4-HR RATED CMU WALL 2-HR RATED WALL (SHAFT WALL) NON -LOAD BEARING \` NOTES SCALE: 3" = 1 -0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" job no. B6079 drawn 0 Q submittal rn 1 st 0 2nd Plan Check Submittal Plan Check Submittal 3rd Plan Check Submittal 4th Plan Check Submittal - ---- - - U 0 M IN revision 02/05/2019 04/12/2019 06/07/2019 09/09/2019 date 0 o Revision 1 - 2nd P.C. Submittal 04/12/2019 • Q L -- 0 - _- C L N L 0 C cts N 0 0 N m L consultant: N L 0 0 c0 N U owner: L 0 0 0 N E , ^ W Q N L L 0 nV/ W X ^ ^` nW W F 0 L Q L 0 N 3 �E dED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, Vj:a 0 Q N L 0 4-1 0 C) LU j its Q Q Q L �U � U U) u) ^ , E E � 0) 0 M W � _ •� E < Q a N 0 0 Q. 0 L Q N D U X N N z C:) Q M Lo G 0) O� U� 0 w0 a_ 0 a) N Q WCC M 0 Y a 0 WITHEE MALCOLM L ARCHITECTS, LLP w �Ag 2251 West 190th Street Torrance, Ca 90504 L � No. C-9049 t. 310.217.8885 f.310.217.0425 2-2 CAV N Q 2-Hr Fire Assembly - Main N L SHEET TITLE M 0 SHEET No A 8 1 6 Plot Date: 91'9/2019 10:58-07 AM Local File: C:4Users,rrnarinelareaR\Dor;tF�niarits,B6079_CornPv°aite_2019_RMarinelarer:a.rvt Consultant File Background Info: 4th P.C. SUBMITTAL 09/09/2019 job no. B6079 1-HR RATED 1-f�nrinru i�in STAIR • • • onf_%E71n1r1 Owc,=M PER F PLAN Q _Z N H J Q Lu iz U � N 2 wGO O RATED WALL ASSEMBLY CONTINUE 5/8" TYPE 'X' CONTINUE 5/8" - TYPE "X" GYP. BD. LAYERS WALL TO CEILING JOINT ISOLATION, TYP STAIR UNIT A. I RECESSED LIGHT IN NON - AIR SPACE PER PLAN RATED SOFFIT WHERE OCCURS CONTINUOUS JOIST AND NAILER FOR DRYWALL ALSO SEE STRUCT. FOR SHEAR TRANSFER LANDING e - W Vi Q ixPARALLELPARALLEL a z O FRAMING LL PARALLEL 0 U LU W FRAMING ¢ Q O? O �0 LL LL LL STAIR zQ UJ - � J d PROVIDE VERTICAL W FIRE BLOCKING 10' U) MAX O.C. INSTALL z BATTS OR z BLANKETS OF MINERAL WOOL OR PLYWOOD SHEATHING MINERAL FIBER OR PER STRUCT. OTHER APPROVED NON -RIGID UNIT MATERIALS CONTINUOUS IN AIR 2-HR RATED WALL SPACE BTWN 21NR6 ASSEMBLY HORIZONTAL FIRE BLOCKING. CBC SECTION 718.2 PRESERVATIVE -TREATED BOTTOM PLATE PER STRCUT. FOAM SILL SEAL/CAPILLARY BREAK, TYP. ACOUSTICAL SEALANT, TYP. W d O 1. A 4. a LL H O J LL 2-HR FIRE BARRIER AT DOUBLE WALL 13 SCALE: 1 1 /2" = V-0" (2) LAYER 5/8" TYPE "X" GYP. BD. CONT. GYP. BD. TO UNDERSIDE OF ROOF SHEATHING. FIREBLOCKING: — MINERAL FIBER OR GLASS FIBER BLANKETS OR OTHE APPROVED FLEXIBLE MATERIAL SECUREL RETAINED IN PLACE @ MAX. 10' INTERVALS BOTH VERT. AND HORIZ. & AT FLOOR AND CLG. PER CBC SEC. 718.2 ELEVATOR SHAFT -2-HR RATED WALL 4/A816 ASSEMBLY OVER -FRAMING FOR CRICKETS WHERE OCCURS, CONTINUE 2 LAYERS 5/8" TYPE 'X' GYP. BD. "„STEM PLAN J C`) z U _J FL W H U LL W a 0ti of w 2 NBLY DE 'X' tERS W _J U_ N Of = o0 r J LL z o a J W W w w U) z F- Z LL 0 U) 1-HR RATED RC C (2) L/ TYPE CON' TO U ROO U z J w U O O J Li- 0 W L - RECESSED LIGHT IN NOW RATED SOFFIT WHERE OCCURS _ RATED WALL ASSEMBLY CONTINUOUS JOIST AND NAILER FOR DRYWALL ALSO SEE STRUCT. FOR SHEAR TRANSFER LANDING - W U O CK PARALLEL �w z O FRAMING PERPENDICUL U _ LL AR FRAMING a ¢ �� - -_-- = ° ` IY YY Q z CO Q p J a PROVIDE VERTICAL W FIRE BLOCKING 10' U) MAX O.C. INSTALL z BATTS OR BLANKETS —Oz OF MINERAL WOOL -, OR MINERAL FIBER - PLYWOOD SHEATHING OR OTHER AIRSPACE PER PLAN PER STRUCT. APPROVED NOW RIGID MATERIALS UNIT CONTINUOUS IN AIR SPACE BETWEEN 2-HR RATED WALL HORIZONTAL FIRE 21A816 ASSEMBLY BLOCKING. CBC SEC 718.2 PRESERVATIVE -TREATED BOTTOM PLATE PER STRCUT. FOAM SILL SEAL/CAPILLARY BREAK, TYP. -ACOUSTICAL SEALANT, TYP. z of 7 Q d ., c,9 ° e d° ' - w m a; - d d _ ad _ - - eda U d, Z °' .44 O o °d ° .. d.°- U Q .° d <d°mo0 O dJ 2-HR_FIRE BARRIER AT DOUBLE WALL (ELEVATOR) SCALE: 1 1/2" = T-0" 2-HR RATED WALL 41A816 ASSEMBLY /ER -FRAMING FOR CRICKETS WHERE OCCURS, CONTINUE - -- - - -" TYPE 'P BD STEM PLAN C9 - o _z W =� LL U z 0 W W J 2 O W O J a¢ = o " O J LL MBLY 'PE 'X' YERS 0 U� I ,¢ = O� J LL z ogw W w a z � z O U PERPENDICULAR FRAMING z W a w LU W a z H zLWL O CD 7 7- PLYWOOD SHEATHING PER STRUCT. STAIR CORRIDOR TW_\&:� A .- - -2-HR RATED WALL 31A816 ASSEMBLY PRESERVATIVE -TREATED BOTTOM PLATE PER STRCUT. -FOAM SILL SEAL/CAPILLARY BREAK, TYP. ACOUSTICAL SEALANT, TYP. z —� °_ w m Q a°d' ° .. 40 - C z f♦n^ o0 - -. Fd . Of N -d - - W O LL 2-HR FIRE BARRIER AT SINGLE WALL (STAIR) SCALE: 1 1 /2" = V-0" 1-HR RATED r�nncin�ii �nin LANDING (2) LAYER 5/8" TYPE "X" GYP. BD. CONT. GYP. BD. TO UNDERSIDE OF ROOF SHEATHING. FIREBLOCKING: MINERAL FIBER OR GLASS FIBER BLANKETS OR OTHER APPROVED FLEXIBLE MATERIAL SECURELY RETAINED IN PLACE @ MAX. 10' INTERVALS BOTH VERT. AND HORIZ. & AT FLOOR AND CLG. PER CBC SEC. 718.2 STAIR LANDING PERPENDICULAR FRAMING CONTINUE 5/8" TYPE 'X' GYP. BD. LAYERS STAIR LANDING PARALLEL FRAMING 2-HR RATED WALL 41A816 ASSEMBLY OVER -FRAMING FOR RICKETS WHERE OCCURS, CONTINUE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ROOFING SYSTEM PER ROOF PLAN J g Q Z U � U F- LL W O °O < IY w e- RATED WALL ASSEMBLY 21� A816' UNIT CONTINUE 5/8" TYPE "X" GYP. BD. LAYERS z LL1 J PERPENDICULAR Uri_Zl) FRAMING x a = O J LL z Q o WALL TO CEILING a JOINT ISOLATION, TYP z z LLLL r ° UNIT ' RECESSED LIGHT IN NOW RATED SOFFIT WHERE OCCURS CONTINUOUS JOIST AND NAILER FOR DRYWALL ALSO SEE STRUCT. FOR SHEAR TRANSFER PARALLEL FRAMING oI w. Q 0 z J UJ 0¢ 0 LL STAIR W a- _ W w PROVIDE VERTICAL z F FIRE BLOCKING 10' O MAX O.C. INSTALL L� O BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER ;': - PLYWOOD SHEATHING OR OTHER PER STRUCT. APPROVED NOW AIRSPACE PER PLAN UNIT RIGID MATERIALS CONTINUOUS IN AIR SPACE BETWEEN - 2-HR RATED WALL HORIZONTAL FIRE 2/A816 ASSEMBLY BLOCKING. CBC SEC 718.2 PRESERVATIVE -TREATED BOTTOM PLATE PER STRCUT. FOAM SILL SEAL/CAPILLARY BREAK, TYP. ACOUSTICAL SEALANT, TYP. z 0 w Q a_ 2. _° W mmC d : - o , ° 9 - d' ad Z w ;a,°• - O m ode. a'd° e a 'd^ a a W I- O O - LL LL 2-HR FIRE BARRIER AT DOUBLE WALL (STAIR) 1 SCALE: 1 1 /2" = T-0" (D 70 drawn C_ 0 a submittal U) 1st Plan Check Submittal 02/05/2019 0 O 2nd Plan Check Submittal 04/12/2019 u 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 5th Plan Check Submittal 10/22/2019 U 0 c� 0 revision date 0 a U) C M Q T co T - -- O T T L (D consultant N L 0 t� C C U) U (D owner'. U) 0 C 0 U) E T Q C (D 4- _O L Q U) U) T L Q X T T C_ D O D Q z 0 C:) 0 -C a_ LO C: �'E~a9Ei'dED FOR CODE COMPLIANCL DEC 19 2019 OU Q o BUREAU VERITAS NORTH AMERICA,117 . T T \..J O T -0 O rr V W(Do0 �--> mot- a' W a_ Q < 0 (3) 4_0 W 0 (1) E 1..1..E Q o � 0)W U M W _ .L E Q ( T N v 00 0 T a T T WITHEE MALCOLM ARCHITECTS, LLP U C `o�A . wry�TFn 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 �' f.310.217.0425 T C (D U) Q 2—HR FIRE ASSEMBLY — WALL SECTIONS U, �7 SHEET TITLE U) 7C V/ SHEET No A817 U; 5th P.C. SUBMITTAL T 10/22/2019 Plot Date: 12/16/2019 11:41:21 AI`" Local File: C:\Users\r-marinelarena\Documents\B6079_Composite_2019_RMarinelarena.rvt Consultant File Background Info: job no. B6079 Plot Date: 91;9/2C- -, 9 10:58. 18 AM Local File: Consultant File Background Info: job no. B6079 INTERIOR WINDOW SILL/HEAD SCALE: 3" = V-0" ..... .. --- --- ----- ..... _.. --- ..... --- - .... .....- 4/4 x 5.5" SMOOTH HARDIE TRIM — — — — GALVANIZED META LATH, INSTALL EXPANDED METAL LATH AT BOARD O/ 1/2" THK. WOOD SHIM PER HORIZONTAL SURFACE SUCH AS CEILING OR SOFFIT MFG. INSTALLATION INSTRUCTIONS' -WINDOW -SEE WINDOW SCHEDULE W.R.B.: WEATHER RESISTIVE BARRIER (2-LAYERS OF 60 MIN. BLDG PAPER SELF -ADHERED COMPOSITE FLEXIBLE: INTERIOR EXTERIOR COMPLYING W/ ASTM E2556, TYPE I, WHERE PLASTER OCCURS OVER FLASHING - INSTALL PER MFR. SPECS. WOOD -BASED SHEATHING, CBC SEC 2510.6) -CONT. BEAD OF SEALANT IN FRONT ill I Ri BACKER ROD & CAULK AND BEHIND NAILING FLANGE & S.A.F.: SELF ADHESIVE FLASHING, SEE SHEET A821 FOR INSTALLATION OVER WINDOW FLANGE FASTENERS � " ; BACKER ROD AND SEALANT; EXPOSED SEALANT SHALL BE CHECKED FILLET BEAD OF SEALANT ANNUALLY AND MAINTAINED AS RECOMMENDED BY MANUFACTURER BETWEEN WINDOW & TRIM, TYP.: �❑ METAL NOTES CORNER - -CONTINUOUS BEAD OF SEALANT -WINDOW - SEE BEAD IN FRONT & BEHIND NAILING 1. WINDOW FLASHING: SELF ADHESIVE WINDOW FLASHING BY TOP INDUSTRIAL WINDOW SCHEDULE FLANGE & OVER WINDOW FLANGE FASTENERS RAINBUSTER, INC. OR APPROVED EQUAL. REFER TO INSTALLATION GUIDE SHOWN ON A821 SELF-ADHESIVE WINDOW FLASHING 2. APPLY SLIP SHEET OF BUILDING PAPER OVER SELF ADHESIVE MEMBRANE AT SILL TO PREVENT STUCCO ADHESION AT SELF ADHERING MEMBRANE PER -INSTALL PER MFR. SPECS. - INSTALLATION BUILD SHOWN ON A821 Q 3. WALL ASSEMBLY: DETAILS ARE DEPICTED AS 1 HOUR CONSTRUCTION UNLESS ........... - --- --PLYWOOD SHEATHING PER OTHERWISE NOTED, REVIEW PLAN AND WALL ASSEMBLY DETAILS FOR FIRE RATED p „y STRUCTURAL DWGS. CONSTRUCTION REQUIREMENTS, LOCATIONS AND RATED ASSEMBLIES 4. SEE EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION THAT MAY AFFECT EXTERIOR CEMENT PLASTER THE INSTALLATION OF A WINDOW I ' OVER METAL LATH AND 2 • () 5. METAL STUD: DETAILS ARE DEPICTED AS WOOD STUD CONSTRUCTION UNLESS —WOOD POST PER �, ,• LAYERS OF W.R.B. COMPLYING OTHERWISE NOTED, METAL STUD CONSTRUCTION DETAILS ARE SIMILAR W/ ASTM E2556, TYPE I 6. WINDOW HEAD (FLUSH AT EXTERIOR): J MOLD, BACKER ROD/SEALANT AND Z STRUCT. I' ;' FLASHING DRIP SCREED ARE NOT REQUIRED IF WINDOW FRAME IS INTERIOR FINISH PER SCHEDULE MANUFACTURED WITH STUCCO KEY - CONFIRM WITH MFR. SPECS. RECESSED :. -- - WINDOW MUST HAVE Z FLASHING DRIP SCREED PER DETAILS 7. WINDOW FRAME: APPLY SEALANT TO BACK OF WINDOW FRAMES BEFORE SETTING. 8. NAILING FLANGE: IMMEDIATELY AFTER SECURING WINDOW IN THE OPENING, APPLY ADDITIONAL SEALANT TO THE FRONT SURFACE OF THE WINDOW HEAD AND JAMB SEE WALL NAILING FLANGES. DO NOT APPLY BUTTERED SEALANT TO SILL NAILING FLANGE, ASSEMBLY ALLOW SILL PAN TO WEEP WINDOW JAMB TO JAMB 'FLUSH WINDOW SILL NOT ES TES ~ 8 -- - SCALE: 3" = V-0" ' SCALE: 3" - 1 -0" SCALE: 3" - 1'-0" SCHEDULED - _ SEE WALL WALL ASSEMBLY _ SEE WALL ASSEMBLY ASSEMBLY J - EXTERIOR CEMENT PLASTER OVER INTERIOR FINISH — -- - - — - INTERIOR FINISH METAL LATH AND (2) LA —�- - - ---- - YERS OF W.R.B. t (k •'` E l TCOMPLYING W/ ASTM E2556, TYPE I PLYWOOD SHTG. -PLYWOOD SHTG. (WHERE OCCURS XTERIOR CEMENT PLASTER IT OVER METAL LATH AND (2) - - --- - -- -- -INTERIOR FINISH INTERIOR ; EXTERIOR INTERIOR I :` EXTERIOR (:,,;;; LAYERS OF W.R.B. COMPLYING _ w/ASTM E2556, TYPE I INTERIOR = ,{ , EXTERIOR -HARDIE PLANK LAP SIDING 0/ II _ ---SCRATCH COAT/MORTAR HEADER PER STRUCTURAL' WEATHER RESISTIVE BARRIER INTERIOR I ",`,'. EXTERIOR -ADHERED MASONRY VENEER 711 - EXTERIOR GRADE 5/8" THK. TYPE INSTALL PER MANUF. SPECS -- ---- --- -INTERIOR FINISH J-MOLD, PAINT TO MATCH STUCCO "X" GYP. BD. (WHERE OCCURS)' PRE -FINISHED METAL 1= SELF -ADHERED COMPOSITE PRE -FINISHED METAL' FLASHING W/ DRIP EDGE' HEADER PER FLEXIBLE FLASHING, t- F •"•INSTALL PER FLASHING W/ DRIP EDGE L" ' --- -SELF-ADHERED COMPOSITE STRUCTURAL DWGS. SL MFR. SPECS. SL------1 1/2" THK. HARDIE TRIM SL_ FLEXIBLE FLASHING - ---- 1 1/2" THK. HARDIE TRIM -- - __ SUB SILL MOULDING ' INSTALL PER MFR. SPECS. SELF-ADHESIVE HEAD FLASHING z z SUB SILL MOULDING INTO RECESSED OPENING, 1 1 INSTALL PER MFR SPECS — 1/2 THK WOOD SHIM i -----SELF-ADHERED COMPOSITE SUB SILL MOULDING FLEXIBLE FLASHING -INSTALL' -1/2" THK. WOOD SHIM 5/4 x 3 1/2" SMOOTH HARDIE TRIM i' CONTINUOUS BEAD OF SEALANT I l PER MFR. SPECS. f � BOARD' IN FRONT &BEHIND NAILING i - 1/2" THK. WOOD SHIM 5/4 x 3 1/2" SMOOTH HARDIE TRIM - FLANGE &OVER WINDOW METAL �- - BOAR R FRONT &BEHIND NAILING F - METAL FLANGE FASTENERS SEALANT N -5/4 x 3 1/2" SMOOTH HARDIE D M CORNER E SE LANGEI& T N D OF CONTINUOUS BEAD CORNER -- �L El OVER WINDOW FLANGE FASTENERS -LiJL- TRIM BOARD' -- -CONTINUOUS BEAD OF: _ p❑ SEALANT FRONT AND BEHIND' BEAD STOCKTON N.F.D. #12 STUCCO ( � -_ � l � - -GALV. Z FLASHING, EXTEND 1 1/2"' � � --CONTINUOUS BEAD OF SEALANT DRIP OR APPROVED EQUAL, G FRONT AND BEHIND NAILING FLANGE � NAILING FLANGE PAINT TO MATCH STUCCO BEYOND ROUGH OPENING, L� - ---GALVANIZED Z FLASHING, EXTEND CONTINUOUS CAULK II ----GALVANIZED Z FLASHING, EXTEND II 1 ''/2' BEYOND ROUGH OPENING' �J - THICKEN PLASTER (7/8" THK. MIN.) U1 '/2' BEYOND ROUGH OPENING U Q TO ALIGN WITH WINDOW FRAME BACKER ROD &CAULK, TYP. - - -- ----CONTINUOUS CAULK CONTINUOUS CAULK WINDOW - SEE WINDOW SCHEDULE - INTERIOR FINISH WINDOW - SEE WINDOW SCHEDULE WINDOW - SEE WINDOW SCHEDULE - WINDOW - SEE WINDOW SCHEDULE -- -- - --BACKER ROD & CAULK BACKER ROD & CAULK FLUSH WINDOW HEAD - � � \' FLUSH WINDOW HEAD @STONE VENEER -- �'� ' :SEMI -RECESSED_ WINDOW HEAD _ ,' } FLUSH WINDOW HEAD--- - �' SCALE: 3" = 1'-0" 1 5 SCALE: 3" = V-0" �- SCALE: 3" = V-0" \�; SCALE: 3" = V-0" _- F 4/4 x 3.5" SMOOTH HARDIE TRIM: CONTINUOUS BEAD OF SEALANT IN FRONT 4/4 x 3.5 SMOOTH HARDIE TRIM' CONTINUOUS BEAD OF SEALANT IN FRONT CONTINUOUS BEAD OF SEALANT IN FRONT BOARD 0/ 1/2" THK. WOOD AND BEHIND NAILING FLANGE & OVER BOARD 0/ 1/2" THK. WOOD SHIM AND BEHIND NAILING FLANGE & OVER AND BEHIND NAILING FLANGE & OVER F SHIM PER MFG INSTALLATION' WINDOW FLANGE FASTENERS - --- PER MFG INSTALLATION' - WINDOW FLANGE FASTENERS INSTRUCTIONS INSTRUCTIONS WINDOW FLANGE FASTENERS EXTERIOR CONTINUOUS BEAD OF 4/4 x 3.5" SMOOTH HARDIE TRIM BOARD FILLET BEAD OF ADHERED MASONRY VENEER FILLET BEAD OF SEALANT IN FRONT AND 0/ 1/2" THK. WOOD SHIM— - ---WINDOW - SEE CONT. CAULK AT 1/8" GAP, TYP. SEALANT BETWEEN INSTALL PER MANUF. SPECS SEALANT BETWEEN' BEHIND NAILING FLANGE & WINDOW SCHEDULE' SEE; -/FOR FLASHING DETAIL -- OVER WINDOW FLANGE SELF ADHESIVE JAMB FLASHING 0/ WINDOW & TRIM WINDOW & TRIM EXTERIOR GRADE 5/8" THK. TYPE FASTENERS & BEHIND WINDOW FLANGE & "X" GYP. BD. (WHERE OCCURS) SCRATCH COAT/MORTAR- WINDOW - SEE' EXTERIOR CEMENT PLASTER W.R.B., INSTALL PER MFR. SPECS. -- - WINDOW -SEE' OVER METAL LATH AND (2) THICKEN HARDIE PLANK LAP WINDOW SCHEDULE: E SCHEDULE' LAYERS OF W.R.B. COMPLYING PLASTER(7/8" THK. J-MOLD, PAINT TO MATCH STUCCO SIDING 0/ WEATHER W/ ASTM E2556, TYPE I - -- MIN.) TO ALIGN WITH RESISTIVE BARRIER---- EXTERIOR EXTERIOR WINDOW FRAME EXTERIOR CEMENT PLASTER - WATE RPROOF OVER METAL LATH AND (2) EXTERIOR LAYERS OF W.R.B. COMPLYING - o o SEALANT S E255 TYPE I ----------------- ---- __ - -- - --- — _ - - -- -- - s W/A TM 6 — — • Q J J - - ? J ui ".e U) > - -- W > _ b. Q W U) INTERIOR FINISH ................. - INTERIOR FINISH FLUSH WINDOW JAMB SCALE: 3" = V-0" �� INTERIOR INTERIOR .;,- - - -- --METAL CORNER BEAD METAL CORNER BEAD INTERIOR FINISH INTERIOR FINISH INTERIOR BACKER ROD AND CAULK BACKER ROD AND CAULK PLYWOOD SHEATHING WHERE OCCURS, SEE STRUCTURAL --- -- - - - - 2x4 WOOD STUD--14) FLUSH WINDOW JAMB @ STONE VENEER — '', 10 SEMI -RECESSED WINDOW JAMB SCALE: 3" = V-0" SCALE: 3" = V-0" WINDOW -SEE WINDOW SCHEDULE' EXTERIOR CONTINUOUS BEAD OF SEALANT IN FRONT AND BEHIND NAILING FLANGE &' OVER WINDOW FLANGE. FASTENERS' --HARDIE TRIM DRIP CAP 'LSE MOULDING - 1/2" THK. WOOD SHIM' -- 5/4 x 3 1/2" SMOOTH HARDIE TRIM BOARD', - -- -- - — ---CONT. CAULK, HARDIE PLANK LAP SIDING 0/. WEATHER RESISTIVE BARRIER EXTERIOR GRADE 5/8" THK. TYPE "X GYP. BD. (WHERE OCCURS) -- PLYWOOD SHEATHING: --INTERIOR FINISH PER SCHEDULE. METAL STUD SILL TRACKJJ -- -- METAL STUD WALL (INSULATION WHERE SEE WALL OCCURS) - SEE STRUCT. ASSEMBLY D7 FLUSH WINDOW SILL @HARDIE LAP SIDING _ _ - SCALE: 3" = 1'-0" SHIM IDOW SCHEDULE SHIM AS REQUIRED INTERIOR WINDOW - SEE WINDOW SCHEDULE -BACKER ROD AND CAULK ETAL CORNER BEAD 6 WINDOW- SEE WINDOW SCHEDULE -- 2x4 SILL PLATE WINDOW- SEE WINDOW SCHEDULE' INTERIOR EXTERIOR -EXTERIOR WATERPROOF SEALANT --CONTINUOUS BEAD OF SEALANT IN INTERIOR EXTERIOR CONTINUOUS BEAD OF FRONT AND BEHIND NAILING FLANGE SEALANT IN FRONT AND & OVER WINDOW FLANGE & OVER BEHIND NAILING FLANGE & METAL I g WINDOW FLANGE FASTERNERS BACKER ROD OVER WINDOW FLANGE BEOAD E--►� I SLOPE -----4/4 THK. HARDIE TRIM CAP & CAULK p FASTENERS' U - � 3/4" THK. WOOD SHIM --4/4 THK. HARDIE TRIM CAP' -- �EIE SLOr'E- -�----- 2ND LAYER OF SELF-ADHESIVE LL.1/2" WINDOW SILL FLASHING - 3/4" THK. WOOD SHIM' - INSTALL PER MFR. SPECS. 1/2" 5/4 x 3 1/2" SMOOTH HARDIE TRIM BOARD TRIM BOARD' - CONT. WATERPROOF CAULK / 5/4 x 3 1/2" SMOOTH HARDIE ......... 1S T LAYER OF SELF-ADHESIVE WINDOW SILL FLASHING FLUSH - CONT. CAULK'` WITH RECESSED OPENING - INSTALL l PER MFR. SPECS. SEE i -/ A821)FOR -- -ADHERED MASONRY VENEER' All, ADDITIONAL INFORMATION INSTALL PER MANUF. SPECS', l PLYWOOD SHEATHING SCRATCH COAT/MORTAR PLYWOOD SHEATHING WHERE SEE WALL ASSEMBLY OCCURS, SEE STRUCTURAL I'' I ADHERED MASONRY VENEER INTERIOR FINISH PER SCHEDULE �� , INSTALL PER MANUF. SPECS ---- -- INTERIOR FINISH PER SCHEDULE n SEE WALL ASSEMBLY ��, FLUSH WINDOW SILL @ STONE VENEER SCALE: 3" = V-0" SEMI -RECESSED WINDOW SILL SCALE. 3" = V-0" WW W � U)< INTERIOR . _ �..._ INTERIOR FINISH ___ - ----METAL. CORNER BEAD: PLYWOOD SHEATHING - FLUSH WINDOW JAMB SCALE: 3" = V-0" INTERIOR - BACKER ROD AND CAULK, TYP. - - WINDOW - SEE WINDOW SCHEDULE EXTERIOR -- -- BACKER ROD & CAULK, TYP. -CONTINUOUS BEAD OF SEALANT IN FRONT & BEHIND NAILING FLANGE & OVER WINDOW FLANGE FASTENERS SLOPE -----HARDIE TRIM DRIP CAP �� " MOULDING 1/2" THK. WOOD SHIM, 5/4 x 3 1/2" SMOOTH HARDIE TRIM BOARD --SELF-ADHESIVE WINDOW FLASHING' -INSTALL PER MFR. SPECS. J-MOLD, PAINT TO MATCH STUCCO, -PLYWOOD SHEATHING -EXTERIOR CEMENT PLASTER'. OVER METAL LATH AND (2) LAYERS OF W.R.B. COMPLYING' W/ ASTM E2556, TYPE I INTERIOR FINISH PER SCHEDULE aD 4- C- drawn 0 Q submittal 1st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 csn 3rd Plan Check Submittal -- 06/07/2019 4th Plan Check Submittal 09/09/2019 U 0 revision date U Q. 0 C - - - - — - -- L c0 41 0 co 0 -- s 0 N U N L q) consultant: N L- 0 t� D a C c� U N U owner: t� C 0 E 0 D- C N L 0 Q co 07 N ^L 1L ^x W N 0 C- .3 a 0 < 00 0 CDC �izt4kv'IED FOR CODE C01PUARGE Lo DEC 19 2019 (3) BUREAU VERITAS NORTH AMERICA, I_—® () 0 - Q N O CC a) o cD W O d- > -J Q a) �Q 0 a) > U Cn E L vv E c W 0 M ca W _ E Q 0 -� N N ® 00 oLUCO 1'11 L w- 0 !S ^W 1L 0 0 D- D X N N o WITHEE MALCOLM ARCHITECTS, LLP A 2251 West 190th Street Torrance, Ca 90504 L No. C-9049 t. 310.217.8885 f.310.217.0425 Nye\N. 2.2 �FOFCAL\FO N co Q WINDOWS a� L 01 c� Q -a SHEET TITLE (0 co cO A822 SHEET No O t� N c� Plot Date: 0/ 12019 10:58:2'3 AM Local File: ilJs�r:� rrnarinel rer .:iU>c�_a¢Y:?r�tstB60 f3�',�>rr�P�:,it _2010_R?a1 3r:elar%'E' i.tVt Consultant File Background Info: job no. 4- drawn C.1 • CONCRETE WALL PER STRUCT. DWGS. SEALANT OVER BACKER ROD AT BOTH SIDES SHIM AS REQ'D. ALUMINUM WINDOW SYSTEM - PAME TO MATCH ADJACENT ALUM. DOOR FRAME. SEE SCHEDULE - 1/4" CLEAR GLASS INTERIOR ALUMINUM WINDOW HEAD/JAMB (SIM. SCALE: 3" = V-0" INTERIOR FINISH SHIM AS REQUIRED IINUM WINDOW SYSTEM - MATCH ADJACENT ALUM. R FRAME. SEE SCHEDULE 1/4" CLEAR GLASS NOTES 1. VERIFY THROAT OPENING WITH WALL CONSTRUCTION 2. SEE WINDOW SCHEDULE WINDOW SIZE & ELEVATIONS 3. INSTALL AND ANCHOR ALUMINUM WINDOW SYSTEM PER MANUF. INSTALLATION RECOMMENDATIONS 4. SEE STRUCTURAL WALL STUD SCHEDULE FOR WALL SIZE AND SPACING INTERIOR ALUMINUM WINDOW HEAD SCALE: 3" = V-0" WOOD STUD JAMB SEALANT FILLET -ALUMINUM WINDOW SYSTEM - FRAME TO MATCH ADJACENT ALUM. DOOR FRAME. SEE SCHEDULE 1/4" CLEAR GLASS -- - SHIM AS REQUIRED NOTES 1. VERIFY THROAT OPENING WITH WALL CONSTRUCTION 2. SEE WINDOW SCHEDULE WINDOW SIZE & ELEVATIONS 3. INSTALL AND ANCHOR ALUMINUM WINDOW SYSTEM PER MANUF. INSTALLATION RECOMMENDATIONS 4. SEE STRUCTURAL WALL STUD SCHEDULE FOR WALL SIZE AND SPACING INTERIOR ALUMINUM WINDOW JAMB O SCALE: 3" = T-0" LIBRAs a° as -a e a INTERIOR ALUMINUM WINDOW SILL SCALE: 3" = V-0" 1/4" CLEAR GLASS MINUM WINDOW SYSTEM - MATCH ADJACENT ALUM. )R FRAME. SEE SCHEDULE SHIM AS REQ'D. SEALANT OVER BACKER ROD AT BOTH SIDES FLOOR FINISH MATERIAL CONCRETE SLAB PER STRUCT. DWGS. —9 STOREFRONT SYSTEM - SEE DOOR FRAME BEYOND ALUMINUM THR OVER GALVANI FLASHING - SE7 1.2 MAX. BEVEL ,„ — — — — — GALVANIZED METAL LATH, INSTALL EXPANDED METAL LATH AT HORIZONTAL SURFACE SUCH AS CEILING OR SOFFIT -- W.R.B.: WEATHER RESISTIVE BARRIER (2-LAYERS OF 60 MIN. BLDG PAPER COMPLYING W/ ASTM E2556, TYPE I, WHERE PLASTER OCCURS OVER WOOD -BASED SHEATHING, CBC SEC 2510.6) -- S.A.F.; SELF ADHESIVE FLASHING BACKER ROD AND SEALANT; EXPOSED SEALANT SHALL BE CHECKED DOOR SWEEP ANNUALLY AND MAINTAINED AS RECOMMENDED BY MANUFACTURER SEALANT O/ /z ter. - FLOOR FINISH JOINT FILLER MATERIAL CONCRETE - x TOPPING PER N SLAB PLAN - - — - -Yy °" THRESHOLD METAL FLASHING SET IN FULL /z" EXPANSION JOINT4, BED OF SEALANT AT FILLER- ° a_ m '° ° SILL AND JAMBS DRAINAGE BOARD I Cn J ' d -0 w U)° -CONCRETE SLAB - i SEE STRUCT. ° WATERPROOFING STOREFRONT DOOR SILL (PODIUM SLAB W/ CONC. PAVERS) — U8 SCALE: 3" = V-0" SEE WALL ASSEMBLY STOREFRONT HEAD AT STUCCO SCALE: 3" = V-0" STOREFRONT SYSTEM - SEE DOOR FRAME BEYOND PLYWOOD SHEATHING PER STRUCTURAL EXTERIOR CEMENT PLASTER OVER METAL LATH AND (2) LAYERS OF W.R.B. COMPLYING W/ ASTM E2556, TYPE I HEADER PER STRUCT. DWG 12" WIDE MIN. S.A.F. EXTEND 3" PAST AT JAMBS S.A.F. EXTEND 9" ABOVE OPENING, EXTEND 3" PAST AT JAMBS J-MOLD (COLOR TO MATCH STUCCO) GALV. Z FLASHING, EXTEND 1'/2' BEYOND ROUGH OPENING W/ 4" FLANGE O/ S.A.F. XTERIOR WATERPROOF SEALANT 'OAM W/ MIN. 1" CONT. EXTERIOR & VTERIOR SEAL W/O INTERRUPTION BRIDGES S.A.F. TO FENESTRATION BACKER ROD & CAULK INTERIOR FINISH STOREFRONT SYSTEM - SEE DOOR SWEEP ALUMINUM THRESHOLD -- OVER GALVANIZED METAL b FLASHING - SET IN MASTIC 1:2 MAX. BEVEL - SEALANT O/'/z" EXP. - FLOOR FINISH JOINT FILLER MATERIAL PAVERS PER - x LANDSCAPE --------------- - -- ° THRESHOLD METAL . - Z ° FLASHING SET IN FULL '/z" EXPANSION JOINT Ji _ g°a ,Z' ° ° `- o: BED OF SEALANT AT FILLER o- m ° ,SILL AND JAMBS DRAINAGE BOARD "g. CD dLd Q e a ° a V w CONCRETE SLAB - ° SEE STRUCT. o ----- — a---° e - n° e-�," d _ ° d WATERPROOFING STOREFRONT DOOR SILL SCALE: 3" V-0" IUM SLAB W/ CONC. PAVERS NOTES 1. SEE STOREFRONT SCHEDULE FOR STOREFRONT FRAME SIZE 2. SEE STOREFRONT SCHEDULE FOR STOREFRONT STYLE SUCH AS CENTER, INTERIOR OR EXTERIOR GLAZED 3. SEE STOREFRONT SCHEDULE FOR LOCATION OF TEMPERED GLASS 4. SEE DETAIL --/-- FOR THRESHOLD METAL PAN FLASHING INSTALL AND ANCHOR ALUMINUM STOREFRONT SYSTEM PER MANUF. INSTALLATION RECOMMENDATION 6. SEE STRUCTURAL METAL STUD SCHEDULE FRO WALL SIZE & SPACING NOTES SCALE: 3" = V-0" S.A.F. 6" WIDE MIN. EXTEND 3" PAST HEAD FLASHING - GALV. L-METAL FLASHING S.A.F. EXTEND 9" PAST OPENING, EXTEND 11 %" ABOVE BOTTOM OF HEADER. OVERLAP SILL PAN BELOW EXTERIOR CEMENT PLASTER OVER METAL LATH AND (2) LAYERS OF W.R.B. COMPLYING W/ASTM E2556, TYPE I Co w m C/) Q J J Q w w INTERIOF STOREFRONT JAMB AT STUCCO SCALE: 3" = V-0" STOREFRONT SYSTEM, SEE SCHEDULE SHIM - - SEALANT OVER BACKER ROD AT BOTH SIDES SEALANT O/'/2" EXP. JOINT FILLER /z" EXP. JOINT FILLER PAVERS PER LANDSCAPE DRAINAGE BOARD STOREFRONT SILL SCALE: 3" = V-0" J-MOLD (COLOR TO MATCH STUCCO) - BACKER ROD & SEALANT FOAM W/ MIN. 1" CONT. EXTERIOR & INTERIOR SEAL W/O INTERRUPTION BRIDGES S.A.F. TO FENESTRATION STOREFRONT SYSTEM - SEE SCHEDULE SHIM BACKER ROD & SEALANT METAL CORNER BEAD PLYWOOD SHEATHING (WHERE OCCURS) FLOOR FINISH F% MATERIAL -- 1-- d - 14 Z a: a THRESHOLD METAL m a ° FLASHING SET IN FULL Q. BED OF SEALANT AT - SILL AND JAMBS I = bw - " - e' ° j ° .CONCRETE SLAB - ---- ---- Q. ° : SEE STRUCT. WATERPROOFING DIUM SLAB W/ CONCRETE PAVERS) 0 a submittal 1st Plan Check Submittal 3 o 2nd Plan Check Submittal U) 3rd _ Plan Check Submittal O 4th --- PlanCheck Submittal _ - 5th- Plan Check Submittal O c� revision 02/05/2019 - 04/12/2019 06/07/2019 09/09/2019 10/22/2019 date o Revision 2 - 3rd P.C. Submittal 06/07/2019 O L Q N _O C M L O � - c� Q_ N �- O (D O N consultant: O D M 73 a C M (D owner: M c� U) O O U) U) E O Q N L L O L Q N Q X N N -C O L Q C L O N j a 6,1f lFiNED FOR CODE COMPLIAAI� DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. 0 L Q N O -0 O rr nn,, W O C Wn�n,, o W c� Q � Q L �U N M O U) U) W^, E (� E O E < C:) (D N WITHEE MALCOLM ARCHITECTS, LLP �A . wcti�T�. 2251 West 190th Street Torrance, Ca 90504 U) No. C-9049 t. 310.217.8885 f.310.217.0425 F/V. 2 FOFCAL�FO +� C N Q STOREFRONT & INTERIOR ALUM. WINDOWS C Q SHEET TITLE co n U) 4 2� T SHEET No A824 U) Plot Date: 12/16/2019 11:41:49 AM Local File: C:\Users\rmarinelarena\Documents\B6079_Composite_2019_RMarinelarena.rvt Consultant File Background Info. 16" DIAM GALV. SHEET METAL GRAVITY VENT - SEE ROOF PLAN FOR LOCATIONS SLOPE PER PLAN NOTE: FOR EACH GRAVITY VENT AT CRICKET - DRILL MIN. THREE -2" HOLES ON ROOF SHEATHING FOR AIR VENTILATION. 16" DIAM. GALV. SHEET METAL GRAVITY VENT - SEE ROOF PLAN FOR LOCATIONS SLOPE PER PLAN -------------- TPO ROOFING OVER PLYWOOD ROOF SHEATHING - INSTALL PER MANUF. SPECS. ROOF INSULATION PER ENERGY COMPLIANCE SHEETS -PROVIDE AT LEAST 1" OF AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING ROOF TRUSS - SEE STRUCT — (2) LAYERS 5/8" TYPE "I GYP BD - FLAT ROOF VENTILATION SCALE: 1 1/2" - V-0" PROVIDE OPENING SHEATHING FOR VENTILATION TPO ROOFING OVER PLYWOOD ROOF SHEATHING - INSTALL -PER MANUF. SPECS. 2x RIP STRIP AT MAX. 24" O.C. ROOF INSULATION PER ENERGY COMPLIANCE SHEETS - PROVIDE AT LEAST 1" OF AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING PROOF TRUSS - SEE STRUCT. (2) LAYERS 5/8" TYPE "X" GYP BD AT ROOF CRICKET HEATED STACK OR PIPE ---- -INSULATED METAL' CONTINUOUS BEAD OF SLEEVE BY OTHERS TEMPERATURE OR HIGH GRADE SEALANT CONTINUOUS BEAD' OF TPO GP SEALANT, FIELD FABRICATED METAL STAINLESS STEEL' HOOD BY OTHERS (REQUIRED)--- - CLAMPING RING GALV. METAL COLLAR' TPO FLASHING MECHANICALLY ATTACHED TO STRUCTURAL SUBSTRATE TPO MEMBRANE ADHESIVE z TPO SINGLE PLY _ - TPO FLASHING OR TPO MEMBRANE, INSTALL CIDMEMBRANE AS FLASHING' PER MANUF. SPECS --1 iv I T � 2" MIN 7 SHEATHING -SEE WELDED SPLICE STRUCT-------- ASTENER AND SEAM PLATE PER MANUF. HEATED STACK/PIPE WITH COLLAR FLASHING A SCALE: 3" = V-0" .... ..... ..... --_- LAP UPPER AND LOWER HALVES WITH TOP HALF ON OUTSIDE PIPE THRU ROOF CONTINUOUS BEAD OF FRONT VIEW TPO GP SEALANT STAINLESS STEEL CLAMPING RING TPO MEMBRANE ADHESIVE ? TPO MEMBRANE 00 AS FLASHING ----- - -- -i- 1 /2"-3/4" 1" THICK Nljo�� "DENSDEK" PER , ROOF MANUF. __JI L' SHEATHING - SEE STRUCT WELL DED 4SPLICE FASTENER AND HD OR BOX OUT FRAMING HD PLUS SEAM PLATE FIELD FABRICATED PIPE PENETRATION FLASHING1 rJ SCALE: 3" = V-0" PLUMBING PIPE/VENT FLASHING SCALE: 3" = V-0" J II PIPE - . - . _ -- - - CONTINUOUS BEAD OF \ TEMPERATURE OR HIGH \\ — — GRADE SEALANT -- I � I FIELD FABRICATED METAL --- HOOD BY OTHERS (OPTIONAL) \ I TPO QUICKPRIME- L TPO MEMBRANE ADHESIVE I' TPO SINGLE PLY I MEMBRANE, INSTALL PER —� MANUF. SPECS - /L I SHEATHING -SEE STRUCT FIELD SEAM T - -TPO T-JOINT COVER OR TPO FLASHING(4"x4" MIN) CENTERED O/ INTERSECTION. AT SLOPED ROOF FRAMING PLAN VIEW -PIPE FLASHING OVER FIELD SEAM SMALL PIPE FLASHING - -- 17 -- SCALE: 3" = V-0" /2" OR GREATER gGLE PLY CAULK' .SS STEEL HOSE. qMP (REQUIRED)' z ao SECTION NEW 24 GA G.I. MULTIPLE PIPE ENCLOSURE. SET FLANGE IN ROOF CEMENT OVER INTERPLY FELT AND FASTEN TO DECK USING 3/8" HEAD NAILS AT 4" O.C. STAGGERED THREE -COURSE APPLICATION W/ALUMINUM COATING 4" 4" 4" /IIN MIN MIN ROOFING SYSTEM PER ROOF PLAN ROOF SHEATHING, SEE STRUCT. QJG ..... ..... 11" MIN. IN�1 PREFABRICATED OUTSIDE COUNTERFLASHING LAP JOINT PREFABRICATED INSIDE COUNTERFLASHING LAP JOINT/ X A i 1 � � r—NOTCH, — COUNTERFLASHING LAP JOINT NOTE: ALL LAPS MUST BE ENLARGED DETAIL RIVETED OR SPOT WELDED 1" O.C. AND FULLY SOLDERED BASE FLASHING OVERLAPS SCALE: 1" = V-0" ..... ..... ..... .... ..... — EXTERIOR PLASTER PAINTED FIN WHERE OCCUR. • --- --- LINE OF WALL' 24 GA GSM PAINTED FIN COUNTER FLASHING SEE'. BASE FLASHING 4/A83 ALL SEAMS SHALL HAVE FASTENERS AT A CONTINUOUS LEAD 6" O.C. TO CEMENT SOLDER AT FLANGE - BOARD BACKING CAP SHEET BASE' FLASHING SET: N INTO HOT ASPHALT 4" MIN.k 8" -24 k 4" MIN. --FIBERGLASS FELT BASE FLASHING PLIES - SET INTO HOT ASPHALT' MULTIPLE PIPES - SLOPE PIPES -- ROOF MEMBRANE' AWAY FROM FLASHING TO PREVENT WATER FROM 4" FIBER CANT STRIP DRIPPING INTO BUILDING DOWN PIPES PRIMER OVER CONCRETE ROOF. ISOMETRIC VIEW NOTE: SLAB PER 1. REFER TO MANUF. REQUIREMENT FOR ADDTL STRUCTURAL: INFORMATION & FLASHING INFORMATION. ROOF TO WALL FLASHING SCALE: 1 1/2" = 1'-0" ....... .....' .... ..... ..... .... ._.. ..._ _ . ..... ..... ----- ..... ..... .... ..... ..... .... ..... ..... ...- ..... ',- 4. VVNLI'V'NUO I U CC I.VIV I IIVVVVJLi YVCLUCU I V IVICIVIOMMIVC PiIVU l..fl Cl,nCU r�JR VOIDS, WHICH MUST BE REPAIRED WITH A HOT AIR WELDER. WALKPAD TO SEAL q`S%�cN�O /O�Q�GF AGAINST GRIT OR WATER ENTRY J PVC WALKPADS O/ MECHANICALLY FASTENED PVC MEMBRANE 14, -- - -- ---- - ---- SCALE: 3" = V-0" —CONTINUOUS BEAD OF TPO GP SEALANT! -- -STAINLESS STEEL TPO FLASHING OR MEMBRANE HEAT CLAMPING RINGWELDED TO TP^ CICI n CUCCT PRE -MOLDED TPO PRE-MOUNTEE PIPE FLASHING INSIDE/OUTBID WELDED IN PL) ---CONTINUOUS BEAD OF TPO SEALANT - TPO MEMBRAI` (FIELD SHEET) FASTENER AND SEAM TPO T-JOINT C PLATE PER MANUF. WELDED IN PLr,,,_ 13 INSIDE CORNER FLASHING SCALE: 3" = V-0" DECK ATTACHMENT OUTSIDE CORNER FLASHING -9� _ SCALE: 3" = V-0" TPO FLASHING OR MEMBRANE HEAT WELDED TO TPO FIELD SHEET ol HOT AIR WELD O / % < < �cp, 2 < C_ 2 't ----------VARIOUS PIPES OR TPO ROOFING O/ 1/4" OTHER PENETRATIONS THICK "DENSDECK" BOARD - MINIMUM CLEARANCES SCALE: 3/8" = V-0" SECTION VIEW -- 60-mil TPO SINGLE PLY MEMBRANE, 6" OVERLAP INSTALL PER MANUF. SPECS. FIELD HOT AIR WELD --- "DENSDECK" ROOF BOARD, INSTALL PER MANUF. SPECS — ---- -- --ROOF SHEATHING, ACCEPTABLE - - -- 1 1 SEE STRUCT. DWGS' FASTENER & PLATE -1/2" MINN FASTENING STYLE SHALL BE PER MANUF. SPECS, U.N.O. ISOMETRIC VIEW 60-mil TPO SINGLE PLY MEMBRANE, O/ TPO MEMBRANE ADHESIVE -- INSTALL PER MANUF. SPECS. 1/4" "DENSDECK" ROOF BOARD, INSTALL PER MANUF. SPECS FASTENER AND HD OR HD PLUS SEAM PLATE ROOF SHEATHING, @ 12" O.C. MAX SEE STRUCT. DWGS TPO MEMBRANE (FIELD SHEET) PRE -MOUNTED TPO INSIDE/OUTSIDE CORNER WELDED IN PLACE TYPICAL ROOF SECTION (TPO SINGLE -PLY ROOFING) �\ SCALE: 1 1/2" = V-0" 1 _ job no. B6079 _1 drawn 0 Q submittal N 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal can 3rd Plan Check Submittal -04/12/2019 06/07/2019 c 0 4th Plan Check Submittal - 09/09/2019 -- _ t� U 0 M revision date U N �0 D- ZY 0 p--- --- - -- -- W D_ U 0 - 0 N U N L N consultant: L 0 O O U N U owner: ct1 c0 U 0 C 0 E N !z C N L L 0 L Q. U co 0 L D_ X 0 N -C 0 Q Q 0 < o F VIRIED FOR CODE COMPLIANCE 0— p DEC 19 2019 11.0 BUREAU VERITAS NORTH AIAERICA, IN01 ® Q U 0 Q - 0 � O C O rr�nn V O Cn O C V I W J Q- - L0 0)-�--+ �, N a) L V) E Q E 0 W _ ® a) a) N m LL 00 0 N "• 0- 0 L^ 1.L C U x N N o WITHEE MALCOLM ARCHITECTS, LLP C ARC, R- w/T��F 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 Q NAP. N C N W Q ROOF - TPO N L co c0 SHEET TITLE C c� N A831.� SHEET No 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 99/2019 10:58:;`0 AM Local File::>:+J�-�rs;rrT�ar=.nE�larE�r::ai �:>ea:,�:= r�tstL?6 is 9_C�arrEl�c�:>it s_2010_R'.larirt�l r:_r:a.rvi Consultant File Background Info: 24 GA G. PAINTEE ASPHAL' PER MFF 2x LEDG 2x STUD 2x8 RAF' PER STF SHEATH BEAM PI EXTERK ELEVATI HEADEF DOOR & DOORS ROOF SCALE: PAINTED METAL CAP COVERS SHINGLES MIN. 4" ROOFING FELT OVER SELF - ADHERED FLASHING--- - 1x NAILER--- 2x STUD WALL PER PLAN HEADER BM. PER STRUCTURAL DWGS. 7/8" EXTERIOR CEMENT PLASTER & LATH O/ WBM & SHEATHING PER NOTES @ EXTERIOR ELEVATIONS ROOF SCUPPER @ ROOF ALCOVE SCALE: 3" - 1'-0" 2x ROOF RAFTERS PER STRUCTURAL DWGS.— CLASS "A" MIN COMPOSITE ASPHALT SHINGLES OVER ROOF FELT PER NOTES @ ROOF PLANS-- 24 GAG. 1. FLASHING PRIMED & PAINTED TO MATCH SHINGLES ROOFING FELT OVER SELF ADHERED FLASHING ---- SHEATHING PER STRUCT.- 2x LEDGER PER STRUCTURAL 2x8 RAFTER TAILS PER STRUCTURAL CCASS'A' COMP. ASPHALT SHINGLE -- ROOF----- 4"H.x8"W. (MIN.)22 GA. G.I. SHEET METAL SCUPPER, PRIME & PAINT TO MATCH - SINGLE PLY'TPO' MEMBRANE ROOFING -- 2x STUD WALL PER PLAN-- -- �- 4' B - PLAN EXTERIOR REFER TO WINDOW SCHEDULE EXTERIOR PLASTER FINISH W/ J-MOLD 24 GA G.I. FLASHING PRIMED & PAINTED TO MATCH SHINGLES- ROOFING FELT O/ SELF - ADHERED FLASHING -- \ SLOPE \ 2x LEDGER, SEE STRUCTURAL DWGS. --- 2x STUD WALL PER PLAN VOID SPACE INTERIOR I - - GSM FLASHING LAP 12" SEE WALL I ON 2 ROWS OF SEALANT ASSEMBLY I AT SPLICE TYP I PAVER PER MANUF. --- ----- --- _ --------------- - 2x LEDGER, SEE STRUCTURAL DWGS. PEDESTAL AT WALL SCALE: 3" = V-0" ASPHALT. FELT PER OF PLANS GATE BEYOND. SEE STRUCT. FOR - ATTACHMENT PRESSURE TREATED 0.5X2 SPACER AT COLUMNS AND DECK ONLY TERS PER' AL DWGS. TILE PER LANDSCAPE DWGS JOHS MANVILLE PVC ;SINGLE PLY MEMBRANE ROOF DECK ET METAL 3/" NEOPRENE PAINT TO PAD ADHERED ROOFING TO BOTTOM OF PEDESTALS-------) `r SLOPE _ 2% MIN ' ` SEALANT ALL ROOF DECK PEDESTALS (WHERE AROUND SCUPPER,, OCCUR). BISON VERSADJUST OR - - TYP. APPROVED EQUAL !PRESSURE TREATED 4x4 LEDGER BOARD \ ATTACHED TO DECK PEDESTALS-- PRESSURE TREATED 2x FASCIA BOARD FLUSH WITH TOP OF PAVER --- --- WATER PROOFING MEMBRANE-------------- __7 GALV. MTL. FLASHING OVER WATERPROOFING MEMBRANE PRESSURE TREATED 6x6 POST FLUSH WITH TOP OF .PAVER AT CORNERS AND EVERY 12" MAX ALONG OPEN EDGE OF ROOF DECK (FOR PERIMETER RESTRAINT). ATTACHED TO ROOF FRAMING PER STRUCTURAL. ROOF DECK EDGE @ OPEN SIDE SCALE: 3" = 1'-0" - - --- ---ADJUSTABLE PEDESTAL NEOPRENE PAD ADHERED TO BOTTOM OF PEDESTALS STAIR LANDING TO BE ALIGNED W/ FINISHED ROOF DECK SURFACE --- CORROSION RESISTANT METAL THRESHOLD SET IN SEALANT - - - SPACER PER PEDESTAL SYSTEM MANUF. ROOF DECK PEDESTALS (WHERE OCCUR). BISON VERSADJUST OR AMr Mn %/r fl rill I A I EXTERIOR DOOR SILL AT ROOF DECK 4 SCALE: 3' - V-0" CHALK LINES MARKING THE �rw rrr r, i,r c-. �r i�iniTc �ivrn u�ir_ur o�nS. ON: FALS. \IING ;EEN'. THE ADJUSTABLE PEDESTALS THAT ARE PLACED TO SUPPORT THE STEEL PLATE MUST BE SET TO THE HEIGHT OF THE SURROUNDING PEDESTALS, MINUS THE THICKNESS OF THE STEEL PLATE. SUPPORTS AT DRAIN - ------ SCALE: 3" = 1'-0" PREFERRED INSTALLATION: AT FIXED PEDESTALS PLACED AROUND THE DRAIN FIXED HT. PIED. WATERPROOFING MEMBRANE PROTECTION PAVERS PER LANDSCAPE j:rPLYWD SHT'G REFER TO STRUCT. DWGS ADJUSTABLE PEDESTALS PAVERS PER LANDSCAPE SLOPE TO DRAIN OR NOTES: SCUPPER. IF DOW STYROFOAM INSULATION IS USED, IT MUST BE 60 PSI COMPRESSIVE STRENGTH) BOARD MINIMUM VARIOUS ADJUSTABLE PEDESTAL SYSTEMS ARE AVAILABLE, ALLOWING HEIGHT ADJUSTMENTS >2" - SOME HAVE INTEGRAL JOINT SPACERS, ELIMINATING THE NEED FOR FIXED HEIGHT PEDESTALS ON TOP. ADJUSTMENTS FOR SLOPE CAN BE MADE IN A NUMBER OF WAYS DEPENDING UPON THE ADJUSTABLE PEDESTAL SYSTEM USED. SHIMS ARE USED FOR MINOR LEVEL ADJUSTMENTS. REFER TO WATERPROOFING MFR GUIDELINE DETAILS FOR PROPER MEMBRANE/FLASHING DETAILS AND ALTERNATIVES. -..PEDESTAL � _ ---- L - 2 SCALE: 3" = V-0" ROOF DECK PAVERS, SEE LANDSCAPE DRAWINGS- -- ROOF DECK PEDESTALS ROOF DECK WHERE OCCURS -PER MFG (WHERE OCCUR). BISON VERSADJUST OR APPROVED --- EQUAL INSTALL PER MFG. ----- - —�� 3/4' NEOPRENE PAD ADHERED — -- - M TO BOTTOM OF PEDESTALS ----------- PER CBC TABLE 1505.1-- FOR TYPE VA CONSTRUCTION, PROVIDE MIN. CLASS B ROOF COVERING 2x RIPPED FOR ROOF (FILL CAVITY W/ INSU ROOFTOP PLYWOOD ---------- SHEATHING, SEE STR -- ------ ROOF TRUSS PER STRUCTURAL PLANS R-30 BATT INSULATIO PAC INTERNATIONAL RESILIENT SOUND ISOLATION CLIP (RSIC- INSTALLED PER MFG UL ASSEMBLY, SEE ACOUSTICAL REPORT ROOF U SLOPE - CATION) CT N 1) AND l -NIT/INTERIOR R P A r F 2-LAYER %" THK. TYPE'X' GYPSUM BOARD- - --- - - 11 TYPICAL ROOF DECK SCALE: 1 1/2" - V-0" <w� U) U W U Q O W w w of Yi= U w o � w w � >_ U) J m w"' W LO Q _J o _J w Of 70 job no. B6079 aD drawn 0 Q submittal O 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 0 C revision date U N 0 - -- -- - - - - --- - - Q N � U L 0 - --- - - -- - L Q 0 A Co M D_ - -- - - - - U - -- - - - 0 N co N L consultant: N 0 M U N ftf owner: L c� M rn 0 C 0 .0 U E N Q_ N L 0 Q L L O 0 Q co 'IF WED FOR CODE CO'4PLIANGE � � -a 2 DEC 19 2019 Q ® U o RUREAU VERITAS NORTH AtJiERIGA, I;d. 0 �` 1 L lJ to Q N 0 N Q o M Cc rZ O �� W J Q a_ Q) ca ^^,, C� a) W c♦ cn E Q E (>1co W o M r W _ E < C) a� N ® 00 UJ rn m U_ 0 D_ 0 L Q N > U X N O o WITHEE MALCOLM M ARCHITECTS, LLP 0) A Rcti `V� R. wiry ��0` 2251 West 190th Street -0 / F� �A Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 C N Q ROOF - PEDESTAL & MISC. ROOF DETAILS U t� �7 -o SHEET TITLE C cts A835SHEET No M 4th P.C. SUBMITTAL 70 09/09/2019 Plot Date: 9/9/2013 10:58.56 AM Local File: C:i=J�er:4;rrn�r nz�ia;rar:: z>cI_I;T,a;r�ts,E�t; ;' 9_i` arrll�O:at�:_201 _R<<�1�rir:eiar��r a.r�t Consultant File Background Info: 2-LAYER %" THK. TYPE'X' GYPSUM BOARD- - --- - - 11 TYPICAL ROOF DECK SCALE: 1 1/2" - V-0" <w� U) U W U Q O W w w of Yi= U w o � w w � >_ U) J m w"' W LO Q _J o _J w Of 70 job no. B6079 aD drawn 0 Q submittal O 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 can 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal 09/09/2019 0 C revision date U N 0 - -- -- - - - - --- - - Q N � U L 0 - --- - - -- - L Q 0 A Co M D_ - -- - - - - U - -- - - - 0 N co N L consultant: N 0 M U N ftf owner: L c� M rn 0 C 0 .0 U E N Q_ N L 0 Q L L O 0 Q co 'IF WED FOR CODE CO'4PLIANGE � � -a 2 DEC 19 2019 Q ® U o RUREAU VERITAS NORTH AtJiERIGA, I;d. 0 �` 1 L lJ to Q N 0 N Q o M Cc rZ O �� W J Q a_ Q) ca ^^,, C� a) W c♦ cn E Q E (>1co W o M r W _ E < C) a� N ® 00 UJ rn m U_ 0 D_ 0 L Q N > U X N O o WITHEE MALCOLM M ARCHITECTS, LLP 0) A Rcti `V� R. wiry ��0` 2251 West 190th Street -0 / F� �A Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 C N Q ROOF - PEDESTAL & MISC. ROOF DETAILS U t� �7 -o SHEET TITLE C cts A835SHEET No M 4th P.C. SUBMITTAL 70 09/09/2019 Plot Date: 9/9/2013 10:58.56 AM Local File: C:i=J�er:4;rrn�r nz�ia;rar:: z>cI_I;T,a;r�ts,E�t; ;' 9_i` arrll�O:at�:_201 _R<<�1�rir:eiar��r a.r�t Consultant File Background Info: C revision date U N 0 - -- -- - - - - --- - - Q N � U L 0 - --- - - -- - L Q 0 A Co M D_ - -- - - - - U - -- - - - 0 N co N L consultant: N 0 M U N ftf owner: L c� M rn 0 C 0 .0 U E N Q_ N L 0 Q L L O 0 Q co 'IF WED FOR CODE CO'4PLIANGE � � -a 2 DEC 19 2019 Q ® U o RUREAU VERITAS NORTH AtJiERIGA, I;d. 0 �` 1 L lJ to Q N 0 N Q o M Cc rZ O �� W J Q a_ Q) ca ^^,, C� a) W c♦ cn E Q E (>1co W o M r W _ E < C) a� N ® 00 UJ rn m U_ 0 D_ 0 L Q N > U X N O o WITHEE MALCOLM M ARCHITECTS, LLP 0) A Rcti `V� R. wiry ��0` 2251 West 190th Street -0 / F� �A Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 C N Q ROOF - PEDESTAL & MISC. ROOF DETAILS U t� �7 -o SHEET TITLE C cts A835SHEET No M 4th P.C. SUBMITTAL 70 09/09/2019 Plot Date: 9/9/2013 10:58.56 AM Local File: C:i=J�er:4;rrn�r nz�ia;rar:: z>cI_I;T,a;r�ts,E�t; ;' 9_i` arrll�O:at�:_201 _R<<�1�rir:eiar��r a.r�t Consultant File Background Info: N > U X N O o WITHEE MALCOLM M ARCHITECTS, LLP 0) A Rcti `V� R. wiry ��0` 2251 West 190th Street -0 / F� �A Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 C N Q ROOF - PEDESTAL & MISC. ROOF DETAILS U t� �7 -o SHEET TITLE C cts A835SHEET No M 4th P.C. SUBMITTAL 70 09/09/2019 Plot Date: 9/9/2013 10:58.56 AM Local File: C:i=J�er:4;rrn�r nz�ia;rar:: z>cI_I;T,a;r�ts,E�t; ;' 9_i` arrll�O:at�:_201 _R<<�1�rir:eiar��r a.r�t Consultant File Background Info: HANDRAIL - CONT. AT BACK OF ELEVATOR AND SHALL EXTEND TO WITHIN 6" MIN. OF EACH SIDE WALL, SHALL BE SMOOTH AND ADJACENT SURFACE - SHALL BE FREE OF SHARP.OR ABRASIVE ELEMENTS. ALLOWABLE STRESS-- '� SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR FUR WALL AS REQ'D HORIZONTAL FORCES OF 250 POUNDS IS APPLIED AT ANY POINT ON THE �,- SO FACE OF SMOKE RAIL, FASTENER, MOUNTING DEVICE OR SUPPORTING STRUCTURE. -- DOOR IN OPEN FIRE ALARM I u POSITION IS FLUSH HORN & STROBE V OR SLIGHTLY 10/A841 3/A841 DIGITAL CAR, PER FIRE ALARM RECESSED TO FACE ' n POSITION - PLANS---_ LANS - OF FINISHED WALL. INDICATOR'. STAR OF LIFE TTPERMIT 151A841 ENGRAVE: 19/A841 LOCATED' O FLOOR INDICATOR---_-- IN OFFICE OF THE BUILDING 19/A841 7/A841 < 141A841 ELEVATOR 1-1/2" MIN I CONTROL PANEL'. INSTALL SMOKE DOOR - AND HOLD -OPEN 6 A841 \ HARDWARE SO THAT \ HIGHEST BUTTONS. DOOR IS HELD OPEN IN � THE 180 DEGREE FIRE ALARM POSITION. VISIBLE PLANE 18/ANICAWAY PULL PER FIRE OF DOOR SHALL BE IN COMMUNICATION ALARM PLANSJ THE SAME PLANE AS ADJACENT FURRED WALL / - LO /ELEVATOR LANDING NOTE: THIS DRAWING ELEVATOR LANDING ELEVATOR LANDING 9IA842 SINGLE ELEVATOR -WITH SMOKE DOOR � � ELEVATOR LANDING - ' INDICATES TITLE 24 TWO WAY COMMUNICATION EVAC. PLAN AND FIRE ALARM CALL BUTTON MOUNTED ON SINGLE ELEVATOR - NO SMOKE DOORS ELEVATOR CAB INTERIOR REQUIREMENTS ONLY - 18/A841 111/A841 � WALL (NOTE: JAMB MOUNTED 2AM1, SEE OTHER DRAWINGS CALL BUTTON DOES NOT WORK FOR CAB DESIGN WHEN SMOKE DOOR IS REQ'D) ELEVATOR CAB AND LANDING 4 SCALE: 3" = V-0" __- _.. __. ---_ __ __- __- -.__. _..... ...... ' 0 U-10" 1/4" BLACK ENGRAVED LETTERING TYPICAL OIL RUBBED BRONZE ENGRAVED - TYP. U.N.O. FINISHED BEZEL AND KEY CYLINDER I o co'FIRE DEPARTMENT: 911 m O _fir- ................. MATCH PLAQUE NOTES: M _Z 1. PROVIDE FLOOR NUMBER AND BRAILLE ON BOTH JAMBS OF ELEVATOR U HOISTWAY ENTRANCES ON ALL FLOORS op bo l NOTES: NOTES: 2. PROVIDE RAISED STAR PLACED TO THE LEFT OF FLOOR DESIGNATION = ti 1 1. CENTERLINE OF SIGN SHALL BE 12" FROM LATCH SIDE OF DOOR 1. CENTERLINE OF SIGN SHALL BE 12" FROM THE DOOR JAMB ON BOTH JAMBS OF THE MAIN ENTRY LEVEL AND INCLUDE BRAILLE U 2. CENTERLINE OF SIGN SHALL BE + 5' ABOVE FINISH FLOOR BELOW TRANSLATING TO "MAIN" (CBC 11B-407.2.3) U Q 3. PLAQUE SIGNAGE TO BE APPROVED BY FIRE DEPARTMENT 2. CENTERLINE OF SIGN SHALL BE +4'-6" ABOVE FINISH FLOOR 3. ALL CHARACTERS SHALL BE RAISED, SHALL BE WHITE ON A BLACK z NOTES: 4. EVACUATION SIGNAGE SHALL CONFORM TO THE REQUIREMENT OF CBC 3003.6 BACKGROUND, AND SHALL COMPLY WITH CBC 11B-703.2 AND 1113-703.1 g SHALL BE PERMANENTLY ATTACHED TO EACH 3. PLAQUE SIGNAGE TO BE APPROVED BY FIRE DEPARTMENT LL; _ SIDE OF THE HOISTWAY DOOR FRAME ON THE Q PORTION OF THE FRAME AT RIGHT ANGLES TO 4. PLAQUE SIGNAGE SHALL CONFORM TO THE REQUIREMENTS OF CBC 3003.9.4 Z Ob THE HALLWAY OR LANDING AREA (CBC 3002.4) STAR OF LIFE ` EMERGENCY EVACUATION SIGN ~ EMERGENCY OPERATION SIGN ELEVATOR FLOOR DESIGNATION - -_ -_ -_ - SCALE: 12" = V-0" SCALE. 12" = V-0" SCALE: 3" = V-0" SCALE: 3" - V-0" .... --- _ 3/4" MIN. DIA. ILLUMINATED CAR CONTROL BUTTONS RAISED 1/8" (PLUS OR MINUS 1/32") - - ABOVE SURROUNDING SURFACE WITH 6" SQUARE SHOULDERS AND ACTIVATED BY A - RED (ENGRAVED) - - - - - _ MECHANICAL MOTION THAT IS DETECTABLE 6" 6" _ TWO-WAY PUSH FOR HELP _- f BLACK (ENGRAVED) COMMUNICATION SYSTEM 5/8" MIN. x 1/32" RAISED - - - - _ - --- NUMBERS- TYP. 0 _Z w co LL �w N Z z fire recall switch instructions - 1/4" HIGH ENGRAVED RESCUE ASSISTANCE 3/16" MIN TO 1/2" MAX SPACING -- O w O w > N -'� on- recalls elevators to this floor BLACK LETTERS (VERIFY LOCATION FLOOR 2 _ O N BETWEEN CHARACTER AND BRAILLE o w w pp _ off - normal elevator operation TEXT W/ ELEVATOR MFG.]L( w�Ru°"r o a o (11B-703.3.2) ``'mm >O Q - - -� o 0 0 PERSONS ABLE TO USE THE EXIT _ _ - - _ 1 m to use elevator turn fire switch STAIRWAY DO SO AS SOON AS O XX � -- - - - w in car to on, press floor button, a POSSIBLE. UNLESS RAISED STAR ALONGSIDE MAIN EXIT - -- Q Q w _ LL 1/2" HIGH HELVETICA IN CASE OF ASSISTING OTHERS. Z FLOOR NUMBER DOOR OPEN _ - N _ iv p open LETTERS (MUST ® ® press door close button to DOOR CLOSE Z W Z W close door, Tess door o n O AFTER ACTIVATING THE TWO 2 � > - r e- > button to open door. turn - - FIRE, USE WAY EMERGENCY O 40 0 'I, © O N G O : switch off to release elevator o CONTRAST o COMM WAYEIORGENCM, WAIT �- w RAISED SYMBOL & BRAILLE PER CBC m N m , w :. :. - BACKGROUND} STAIRWAY J HERE FOR ASSISTANCE. X O TABLE 11 B-407.4.7.1.3 FOR EMERGENCY ALARM BELL EMERGENCY STO M Q -- - Q - - Q STOP, ALARM, DOOR OPEN, DOOR CLOSE �0 OX - Z_ LIZ_ KEY SWITCH FOR EXIT. DO v w ---- - bo � AND MAIN ENTRY FLOOR (1113-703.3.2) NOT USE w U NOTES: ti OPTION 1 OPTION 2 3/4" MIN. DIA. CAR ELEVATOR O INSTRUCTIONAL SIGNAGE 1 1. BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER. WHEN TWO lli� CONTROL BUTTON RAISED 1/8" MIN. ABOVE OR MORE COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO j O FACE OF PANEL WITH w NOTES. RIGHT (CBC 116-407.6.2.2) NOTES: O W 1. TWO WAY COMMUNICATION SYSTEMS SHALL MEET REQUIREMENTS OF CBC 1007.8.1 1. A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE m SQUARE SHOULDERS >O 2. INSTRUCTIONAL SIGNAGE SHALL INCLUDE THE FOLLOWING: DIRECTIONS FOR THE Q AND ACTIVATED BY A m 2. BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PROVIDED WITH VISIBLE TO INDICATE WHICH CAR IS ANSWERING A CALL AND THE CAR'S DIRECTION OF S USE OF THE TWO WAY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING INDICATORS TO SHOW THAT A CALL HAS BEEN REGISTERED. THE VISIBLE TRAVEL. WHERE IN -CAR SIGNALS ARE PROVIDED, THEY SHALL BE VISIBLE FROM THE Z U MECHANICAL MOTION Q ASSISTANCE VIA THE TWO WAY COMMUNICATION SYSTEM AND WRITTEN INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT THE DESIGNATED FLOOR AREA ADJACENT TO THE HALL CALL BUTTONS. (11B-407.2.2) - THAT IS DETECTABLE - Z IDENTIFICATION OF THE SPECIFIC STORY, FLOOR LOCATION AND BUILDING FLOOR (11B-407.4.7.1.4) `r -1/4" BEVEL - - - - ADDRESS OR OTHER BUILDING. IDENTIFIER SHALL BE POSTED ADJACENT TO THE 2. AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE LEVEL OF EXIT DISCHARGE (CD LEVELS ABOVE/BELOW TWO-WAY COMMUNICATION SYSTEM. 3. ALL CHARACTERS (NUMBERS, LETTERS, SYMBOLS, ETC) SHALL BE RAISED, SHALL DOWN DIRECTION, OR SHALL HAVE VERBAL ANNOUNCEMENTS THAT INDICATE THE LEVEL OF EXIT DISCHARGE 3. THE 4800 CALL STATION DEVICE MEASURES 4.75"Wx4.5"Hx2.25"D AND MOUNTS IN A BE WHITE ON A BLACK BACKGROUND, AND SHALL COMPLY WITH CBC 11B-703.2 DIRECTION OF ELEVATOR CAR TRAVEL. AUDIBLE SIGNALS SHALL HAVE A STANDARD 4" SQUARE EL OR MASONRY BOX (ASSEMBLED WEIGHT 1.0 LB) AND 11B 703 3 IrPr 11B 407 4 7 11 FREQUENCY OF 1500 HZ MAX. VERBAL ANNOUNCEMENTS SHALL HAVE A FREQUENCY NOTES: 1 0' 1 EVACUATION PLAN BUILDING ADDRESS HERE, --TEXT TO BE BLACK MIN FLOOR LEVEL HERE 1/2" HEIGHT -BOLD ® YOU ARE HERE ® FIREEXTINGUISHER Q b EGRESS ROUTE r- ® STAIRWAY -- OIL RUBBED BRONZE ® ELEVATOR ENGRAVED - TYP. U.N.O. INCASE OF FIRE DO NOT USE ELEVATOR, USE STAIRWAY FIRE OR EMERGENCY ELEVATOR OPERATION HALL STATION 'ON' POSITION RECALLS ELEVATORS TO THIS LANDING 'OFF' POSITION ALLOWS AUTOMATIC ELEVATOR OPERATION "BYPASS' POSITION OVERRIDES SMOKE DETECTORS TO ALLOW AUTOMATIC ELEVATOR OPERATION CAR STATION TURN FIRE SWITCH TO'ON POSITION - PRESS A FLOOR BUTTON PRESS'CLOSE DOOR BUTTON TO CLOSE DOOR PRESS 'OPEN DOOR BUTTON TO OPEN DOOR TURN FIRE SWITCH OFF AT INITIATING LANDING TO RELEASE ELEVATOR .Ir .n bypass NOTES: 1. PROVIDE VISUAL AND AUDIBLE CAR POSITION INDICATORS. 2. CHARACTERS SHALL BE 1/2" HIGH MIN. AND SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. AS THE CAR PASSES A FLOOR AND WHEN A CAR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING CHARACTER SHALL ILLUMINATE 3. AS THE CAR PASSES A FLOOR AND WHEN A CAR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING CHARACTER SHALL ILLUMINATE. 4. PROVIDE AUDIBLE SIGNAL AS CAR PASSES OR IS ABOUT TO STOP AT A FLOOR SERVED A. 200 FEET PER MINUTE OR SLOWER ELEVATORS A NON-VERBAL AUDIBLE SIGNAL WITH A FREQUENCY OF 1500'. HZ MAX THAT SOUNDS AS THE CAR PASSES OR IS ABOUT TO STOP AT A FLOOR SERVED BY THE ELEVATOR b. B. ELEVATOR FASTER THAN 200 FEET PER MINUTE 5. AUTOMATIC VERBAL ANNOUNCEMENTS WHICH ANNOUNCES THE FLOOR AT WHICH THE CAR IS ABOUT TO STOP. THE VERBAL ANNOUNCEMENTS SHALL HAVE A FREQUENCY OF 300 HZ MIN TO 3000 HZ MAX b. WALL TO RETURN PANEL Jco U -\ - -- Q a - Z ( \ o O \ �C) / \ Waf •[�, �Ao z F J w o �9 00 _J ELEVATOR SHALL FIT AMBULANCE STRETCHER ---IN THE HORIZONTAL, OPEN POSITION (CBC 3002.4 & 3002.4a) ELEVATOR FLOOR SHALL BE LEVEL, STABLE, FIRM, AND SLIP RESISTANT COMPLYING WITH CBC 0 11 B-302 & 11 B 303 O 0 w U) w 0 U CV 4. USE 4" SQUARE RACO #232 BOX AND #769 5'-8" RAISED PLASTER RING WITH BOX OF 300 HZ MIN. AND 3000 HZ MAX. THE AUDIBLE SIGNAL AND VERBAL 1. CALL BUTTONS SHALL HAVE VISIBLE SIGNALS THAT ACTIVATE WHEN EACH 54" CLEAR MIN. � NOTE: CAB MOUNTING HOLES OR WIREMOLD V5744-2 2.75"D SQUARE MOUNT BOX. 4. PROVIDE BRAILLE UNDER EACH CHARACTER (NUMBERS, LETTERS, SYMBOLS, ETC).. ANNOUNCEMENTS SHALL BE 10 DB MIN ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 CALL IS REGISTERED AND WILL EXTINGUISH WHEN EACH CALL IS ANSWERED. - WALL DOOR EXCLUDING RETURN PANEL DIMENSIONS SHOWN 5. PER 11B-407.4.9 EMERGENCY TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY CONTROL BUTTONS FOR EMERGENCY STOP, DOOR OPEN, DOOR CLOSE, & MAIN DB, MEASURED AT THE HALL CALL BUTTON. (11B 407.2.2.3) CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT ARE FOR ELEVATOR WITH SECTION 11B-30S. RAISED SYMBOLS OR CHARACTERS, WHITE ON A BLACK ENTRY FLOOR, PER CBC TABLE 11B-407.4.7.1.3 OVER THE ENTIRE SURFACE OF THE BUTTON (11B-407.2) MEDICAL EMERGENCY BACKGROUND, AND BRAILLE SHALL BE PROVIDED ADJACENT TO THE DEVICE AND SHALL COMPLY WITH SECTIONS 11B-703.2 AND 11B-703.3. EMERGENCY TWO-WAY 5. THIS DIAGRAM ILLUSTRATES REQUIREMENTS OF TITLE 24 CCR CALIFORNIA STATE 2. "IN CASE OF FIRE...." TEXT AND ASSOCIATED PICTOGRAM ARE NOT REQUIRED SERVICE ELEVATOR COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE ACCESSIBILITY STANDARDS AND IS INTENDED ONLY AS AN AID IN DESIGN OF THE IN ELEVATORS THAT ARE PART OF AN ACCESSIBLE MEANS OF EGRESS ONLY (ELEVATOR #3). HOISTWAY SHALL COMPLY WITH ASME A17.1. CAR OPERATING PANEL \ �\ TWO WAY COMMUNICATION �- _ R �' ELEVATOR CONTROL PANEL __ _ ' _ � - .HALL CALL SIGNALS _--- -- _. - -- �_.'HALL O CALL --- ----- - - �'_ G �, -__ CAB MINIMUM INTERIOR DIMENSIONS --- -- -- /_ 2 - SCALE: 3" = 1'-0" " ' SCALE: 3" = 1'-0" ' SCALE: 3" = 1'-0" i �' SCALE: 3 = 1 -0 SCALE: 1/2" = V-0" ELEVATOR GENERAL NOTES ELEVATOR TH TREATED FIRE-RETARDANT---(2) LAYERS "X" 1. WHERE ELEVATORS ARE PROVIDED IN BUILDINGS FOUR OR MORE STORIES ABOVE, OR FOUR OR 8. ELEVATOR MACHINE ROOMS, CONTROL ROOMS, CONTROL SPACES AND MACHINERY ST- - HOISTWAY STUDS -SEE STRUCT.. TYPE GYPSUM BOARDD BOARD� MORE STORIES BELOW, GRADE PLANE, NOT FEWER THAN ONE ELEVATOR SHALL BE PROVIDED FOR SPACES OUTSIDE OF BUT ATTACHED TO A HOISTWAY THAT HAVE OPENINGS INTO THE --6"x12" MIN. STL. STRIP FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A HOISTWAY SHALL BE ENCLOSED WITH FIRE BARRIERS CONSTRUCTED IN ACCORDANCE SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24 INCHES BY 84 INCHES WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH WITH NOT LESS THAN 5-INCH RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION AND SHALL BE SECTION 711, OR BOTH. THE FIRE -RESISTANCE RATING SHALL BE NOT LESS THAN THE =- - IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). REQUIRED RATING OF THE HOISTWAY ENCLOSURE SERVED BY THE MACHINERY. - THE SYMBOL SHALL NOT BE LESS THAN 3 INCHES IN HEIGHT AND SHALL BE PLACED INSIDE ON BOTH OPENINGS IN THE FIRE BARRIERS SHALL BE PROTECTED WITH ASSEMBLIES HAVING A a SIDES OF THE HOISTWAY DOOR FRAME AS REQUIRED BY CBC 3002.4. FIRE PROTECTION RATING NOT LESS THAN THAT REQUIRED FOR THE HOISTWAY ENCLOSURE DOORS. (SEE CBC 3005.4 FOR EXCEPTIONS). CBC 3005.4 c 2. PLUMBING AND MECHANICAL SYSTEMS SHALL NOT BE LOCATED IN AN ELEVATOR HOISTWAY Lw a- ENCLOSURE. EXCEPT FLOOR DRAINS, SUMPS AND SUMP PUMPS SHALL BE PERMITTED AT THE 9. PLUMBING SYSTEM SHALL NOT BE LOCATED IN ELEVATOR EQUIPMENT ROOM. CBC Q BASE OF THE HOISTWAY ENCLOSURE PROVIDED THEY ARE INDIRECTLY CONNECTED TO THE 3005.6 m PLUMBING SYSTEM. CBC 3002.9 12� w 10. SEE ELEVATOR NOTES WITHIN ACCESSIBILITY NOTE SHEETS NEAR BEGINNING OF = (N U) 3. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II DRAWING SET FOR ADDITIONAL ELEVATOR ACCESSIBILITY NOTES: Q EMERGENCY IN -CAR OPERATION IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION I, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS AS REQUIRED BY _ O 1 , CBC 3003.2. - 4. ELEVATOR HOISTWAYS SHALL HAVE A FLOOR NUMBER NOT LESS THAN 4" IN HEIGHT, PLACED ON THE WALLS AND/OR DOORS OF THE HOISTWAY AT INTERVALS SUCH THAT A PERSON IN A STALLED ELEVATOR, UPON OPENING THE CAR DOOR, CAN DETERMINE THE FLOOR POSITION PER CBC 3003.2.1. STRUCT. SHEATHING (WHERE OCCURS), SEE 5. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE STRUCT. PLANS ELEVATOR KEY IN ACCORDANCE WITH CALIFORNIA FIRE CODE 607. CBC 3003.3 6. :AN APPROVED MEANS OF ACCESS SHALL BE PROVIDED TO ELEVATOR MACHINE ROOMS, CONTROL ROOMS, CONTROL SPACES AND MACHINERY SPACES. CBC 3005.1 (2) LAYERS OF EXTERIOR - - -- ELEVATOR SIGNAL BOX' 7. ELEVATOR MACHINE ROOMS, MACHINERY SPACES THAT CONTAIN THE DRIVING MACHINE, AND 5/8" TYPE "X" GYP BID CONTROL ROOMS OR SPACES THAT CONTAIN THE OPERATION OR MOTION CONTROLLER FOR ELEVATOR OPERATION SHALL BE PROVIDED WITH AN INDEPENDENT VENTILATION OR AIR- CONDITIONING SYSTEM TO PROTECT AGAINST THE OVERHEATING OF THE ELECTRICAL EQUIPMENT. THE SYSTEM SHALL BE CAPABLE OF MAINTAINING TEMPERATURES WITHIN THE RANGE 'ESTABLISHED FOR THE ELEVATOR EQUIPMENT. CBC 3005.2 ELEVATOR HALL BUTTON BOX - - i -- ELEVATOR GENERAL NOTES _ SCALE: 3" = V-0" �� SCALE: 3" = V-0" job no. B6079 N z drawn 0 a submittal s= 1 st Plan Check Submittal 02/05/2019 0 2nd Plan Check Submittal 04/12/2019 3rd Plan Check Submittal - - 06/07/2019 o- 4th Plan Check Submittal --- --- -- 09/09/2019 - - U 0 revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 Q C - L 0 0- N co 0) 0 m U N L consultant: N L- 0 L D t0 C: D c0 U U U owner: L lcl0n V/ 0 C 0 co O E N Q C N L 0 Q r� W N L Q nx` W 0 .3 Q L 0 Q 0 M RPA WED FOR CODE C©MPLI► U" C) DEC 19 2019 3 BUREAU UERITAS NORTH A;;C. MERICA, I ® Q U 0 �v\ Q N 0 0 M 0 Cc a) 0 V 0 Cn O O E LIJ c0 �- < Q Q to a) M U W N U cn E Q co >- (M Co 0) >` p m M E Q C).� ® a� 04 � m LL 00 0 ;001 0 L- D- N > fF:•'' .:<. U 00 X N N o WITHEE MALCOLM ARCHITECTS, LLP AR 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 \�y� FN. 2-2 �OFCA�\FO D E N U) Q ELEVATOR N L 00 E t0 II. -a SHEET TITLE M U •� SHEET No A841 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/912019 10:59:01 AM Local File: _R?vlarinelartaft a.rvt Consultant File Background Info: job no. B6079 - ..... ..... - CONTINUOUS STAMPED'. A.D.A. COLOR CONTRASTED WARNING STRIPE TYPICAL: 1-1/2" SQ STEEL PIPE TOP RAIL----- - SEALANT WITH BACKER ROD' 11" MIN - SEE PLAN I ........ ' 13 \i �A4 z "d °. °_ a - °° _ 1-1/2" DIAM. STEEL TUBE HANDRAIL -- — -- g ,I ° d• ° ° , (SHALL NOT ROTATE WITHIN d FITTING AND SHALL BE GRASPABLE 1-1/2" •° w "'' AND UNINTERRUPTED) CLEAR w `.4 m� �' °q ° `e:, °<"-°- HEAVY EXTRUDED METAL HANDRAIL BRACKET -° = ;°� TO BE WELDED AND GROUND SMOOTH TO z • . `_ 4` `° • d a = "� • _a ° HANDRAIL AND VERTICAL SQ TUBE RAILING - a - -- e° ° .d - -4 s .d : = 1/2" EXPANSION JOINT CONCRETE STAIR SCALE: 1 1/2" = V-0" NOTE: SEE STRUCTURAL DWG FOR STAIR CONSTRUCTION CONCRETE STAIRS AND FOOTING SEE STRUCTURAL �' 16 11" MIN SEE PLAN ° Z p a d PRECAST CONCRETE STAIRCASE PER W a STRUCTURAL cn ° = d . FINISH • . a MATERIAL ' d ° d n -L 4 < 4- 4.. FLOOR LANDING SEATING RIB NON -SHRINK CEMENT MORTAR 3/4" SQ TUBE PAINTED STEEL POST 4" O.C. 1-1/2" DIA' 1-1/2" SQ RAILING - STAIR DO STAIR UP LANDING SEE PLANS ..... 12" MIN. _. HANDRAIL EXTENSIONS SHALL RETURN TO WALL, GUARD --- OR LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. HANDRAIL 11/A ------ PROVIDE WARNING STRIPES OF CONTRASTING COLOR AT LEAST 2" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR 00 LANDING AT TOP AND BOTTOM TREAD FOR INTERIOR ca STAIRS. MARK ALL TREAD AT EXTERIOR STAIR. UA843 M CONTINUOUS STAMPED A.D.A. WARNING STRIPES AT ALL TREADS OF EXTERIOR STAIRS. SEE 13/A843 11 "MIN. TREAD WIDTH T + 12' - 71DTH lipA of r C. C. 2" MIN. 1, 4" MIN MAX.\ F.F. STAIR HANDRAIL I WARNING STRIP AND HANDRAIL EXTENSIONS 1 SCALE: 3" = V-0" SCALE: 3/4" = 1'-0" _.._ -.._ __.. ..... ..... ..... ----- ..._ __- -._. _.....:...... ___ ..... ----- ---- ..... .. ..... ----- ._. ..... ..... .__.. .__ __- -. ..- _._ _.. _.-. _... ..... -_. ---_ __. _: _..._ __. --_ __ -.-_ -._ -.-. -... -_ _ _- ---_ _.... ..... .. _. 3/4" METAL PICKETS 1-1/2" NOMINAL DIAM. /'-\ TO BE SPACED AS CLEAR 1 1/2" 12 1 TO NOT ALLOW 4" 48A 3 SPHERE TO PASS �� THRU FINISH WALL SURFACE 4" SPHERE MUST NOT PASS THROUGH AT ANY POINT STEEL TUBE HANDRAIL' _L NOT ROTATE WITHIN FITTING/MOUNTING ' STAIR SEE :STRUCT DWGS"- AVY EXTRUDED METAL _ BRACKET AT 5'-0" O.C. 3/8" DIAM x 3" LAGS AT WALL OR (3) 3/8" DIAM' EXPANSION BOLTS AT, INCRETE OR MASONRY41 CONCRETE STAIR - INTERMEDIATE LANDING STAIR HANDRAIL AT WALL _ -�' STAIR RAILING SCALE: 1 1/2" = V-0" 1 " SCALE: 3" = V-0" SCALE: 1" = V-0" .... ..... .... .... ..... _ .... ... ...- .... ..... ..... .. ..... .... ..... ..... .... ..... .._. _.. ..... - NOTE: STAIRS ARE PART OF THE PODIUM LEVEL HORIZONTAL BLDG SEPARATION AND MUST BE THICK ENOUGH TO ACHIEVE A 3-HR FIRE RATING PER CBC TABLE 722.2.1.1 SILICEOUS CONCRETE = 6.2" MIN THICKNESS CARBONATE CONCRETE = 5.7" MIN THICKNESS SAND -LIGHTWEIGHT CONCRETE = 4.6" MIN THICKNESS LIGHTWEIGHT = 4.6" MIN THICKNESS CONCRETE STAIR PER' STRUCTURAL 11" MIN - CONTINUOUS A.D.A.' •` - WARNING STRIPE TYPICAL SEE PLAN -SEE DETAIL (LVA843 q� a a - a• U) .. a .. d• - - - 40 ' a• c• _ _ FLOOR'. a < _ - FINISH d A. -- SEE STRUCT. DWGS. NOTE a ° FOR STAIR CONSTRUCTION ° = .4_ .a 1 1/4" MAX. d °. NOSING a td_ is dj iq-] ° d < a ..41 a ° - q4 =a` _ ° ° ° . ° i q d• ° °° - 9 -°d d .44 .n eq a° d CONCRETE STAIR - BOTTOM LANDING SCALE: 1 1/2" = V-0" --(1 4� SEE STAIR PLAN FOR SEE STAIR PLAN FOR TREAD DIMENSION TREAD DIMENSION CONTINUOUS STAMPED A.D.A. WARNING STRIPES TYPICAL 1-1/2" SQ STEEL TUBE TOP RAIL-------- 3/4" METAL PICKET @ 4.5" O.C. MAX, TYP. 1-1/2" SQ VERTICAL POST AT 4'-0" O.C. MAX 4" SPHERE MUST I' NOT PASS THROUGH AT ANY POINT FACE OF STUD WALL TYP. 1-1/2" SQUARE -- BOTTOM RAIL SECURE SUPPORT POST THROUGH BASE PLATE AS REQ'D SEE STRUCT. FOR ATTACHMENT - - - i0 M i�' --1-1/2" SQ TUBE II Q 1-1/2" DIAM TUBE 60 Q M Q L HANDRAIL M Q I C9I O ih 1. 1023.9 STAIRWAY IDENTIFICATION SIGNS A. STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS FOUR OR MORE STORIES, IN HEIGHT. SUCH SIGNS SHALL IDENTIFY THE STAIRWAY, INDICATE WHETHER OR NOT THERE IS ROOF ACCESS, THE FLOOR LEVEL, AND UPPER AND LOWER TERMINUS OF THE STAIRWAY. THE SIGN SHALL BE LOCATED 5' ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE WHEN THE DOOR IS IN EITHER THE OPEN OF CLOSED POSITION. SIGNS SHALL COMPLY WITH REQUIREMENTS OF CBC SECTION 1023.9.1. AT THE FIRST FLOOR LEVEL, THIS SIGN SHALL INCLUDE A FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. SEE DETAIL 2. 1013.1 RAISED CHARACTER AND BRAILLE EXIT SIGNS. SEE DETAIL d-`, a d_' • q = , P h 1. INTERIOR STAIRS: MARK THE UPPER APPROACH AND THE LOWER TREAD OF • ° . ' ' :-+ ' - --1 EACH FLIGHT WITH A STRIPE OF CONTRASTING COLOR AT LEAST 2" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP ' �''• _ OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP ,'• j RESISTANT AS OTHER TREADS OF THE STAIR. A PAINTED STRIPE IS • _`- _ 4, ACCEPTABLE. ' d`• 2. EXTERIOR STAIR: THE SAME AS INTERIOR STAIRS EXCEPT MARK ALL TREADS. PROTECT SHADED AREA FROM a ,' _ _- ;•,=-_;=;:,,i;; {, ;_,� 3. MARK CONCRETE AND STEEL STAIRS WITH A PAINTED STRIPE. - CROSS -TRAFFIC .. _ ;{ 4. MARK CARPET, RESILIENT FLOORING AND ELASTOMERIC DECK COATING WITH A ' CONTRASTING STRIPE OF THE SAME MATERIAL. Q 'a= _ ••; '_ { ; _ a� 5. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. CANE DETECTION AREA _ - _ _ _ __ •,_ 6. OPEN RISERS ARE NOT PERMITTED. _ _ _ _ _ - GRIND ALL WELDS SMOOTH AND EASE ALL SHARP EDGES. . _ - _-_ -__ _ •_;'_•__ _ _ _- _ - - : 8. CEMENT FILL IN PAN STAIR SYSTEMS: USE ONLY TRANSIT -MIXED CONCRETE. _ REINFORCE ALL STAIR TREADS AT CENTER OF FILL WITH 1-1/2" x 2" OR 2" x 2" MINIMUM 16 GA GALVANIZED WELDED WIRE MESH EXTENDING TO ALL EDGES OF °a" FILL PLUS CROSS STIFFENERS AS REQUIRED TO PREVENT ANY PAN SPREADING. - REINFORCE STAIR LANDING WITH EQUAL CROSS SECTIONAL STEEL AREAS. N COVER AND PROTECT ALL STEEL TO RECEIVE PAINT WHEN FILL IS READY - �° - FINISH ACROSS STAIR TEXTURE FLOAT OR BROOM I APPLY A LIGHT, NONSKID -- " RUN ON TREADS AND SWIRL NONSKID FINISH ON LANDING ON STAIR TO REMAIN NOTE: OPEN HANDRAILS SHALL HAVE 4'-0" O C. MAX EXPOSED AND SMOOTH TROWEL FINISH ON STAIRS TO RECEIVE CARPET. CURE FINISH SURFACE -- __ INTERMEDIATE RAILS OR AN ORNAMENTAL -- - WITH MEMBRANE CURING COMPOUND. PATTERN SUCH THAT A 4" SPHERE IN DIAMETER CANNOT PASS THROUGH PIPE GUARDRAIL ELEVATION/SECTION CANE DETECTION AREA UNDER STAIR SCALE: 1 " = V-0" \ SCALE: 1/2" = V-0" ONE-WAY BARRIER MUST BE ABLE 1 OPEN EASILY AND FREELY IN THE DIRECTION OF EGRESS BY SIMPLY WALKING INTO/THROUGH THE BARRIER. BARRIER MUST NOT BE LATCHING, AND MUST NOT HAVE AN HANDLES/KNOBS THAT WOULD REQUIRE MANIPULATION TO OPERA 1/2" RADIUS MAX 1" M 2" MIN 4" MAX (A) WALL — - ----- -- OF TREAD EDGE nd ° - (TYPICAL FOR ALL PROFILES) )- O z 1/2" MAX - : s °.,: d: °a q U_ O RADIUS * - - 40 1 _. =" 1-1/2" DIAM. STEEL PIPE GATE. z . °' .= a PROVIDE SELF -CLOSING HARDWARE Q w _ _" , , ° ° ^. a a - a� TO ALLOW ONE-WAY BARRIER TO NO EXIT o 1-1/4" _ _ ° < "° `, SWING ONE WAY ONLY. BARRIER N /^ MAX r. Q =a <_ SHALL BE ABLE TO RESIST 250LB - cow :•d WITHOUT OPENING IN THE DIRECTION w 1 /4" MAX. ° a OPPOSITE OF EGRESS TRAVEL. C'') w 1 :. p NOSING a _ '° a. ° ` a ° . <. ° PAINTED METAL SIGNS MOUNTED ON ° ° a° 1/2" SQUARE STEEL PICKETS n a <�°'' °tlq. 4 • . II II II CURVED NOSING n° e '' _ ' a 4. ° C ' - - - LUJ Ll = ° 4" FINISH FLOOR-- -- (B) ANGLED RISER IiQiKlil (D) BEVELED NOSING 1 11 °d;` -°_ ° FIGURE 11B-504.5 q - - ° - _ , , - - _ - • STAIR NOSINGS �. 4° NOTE: SEE PLANS FOR LOCATION AND DIRECTION OF SWING CONCRETE STEP �� ONE WAY BARRIER AT STAIRS ' STAIR NOSING REQUIREMENT 13 _ - --- -- - -- - - - - _ SC : - -- - SCALE: 3" = V-0"USCALE: 3/4" = 1'-0" SCALE: 1 1/2" = 1'-0" ADA MARKING NOTES - TYPICAL _ SCALE: 1 1/2" = 1 -0" 1. 1113-505.6 GRIPPING SURFACE A. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAILS GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1-1/2" MIN BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE (SEE CBC 11B-505.6 FOR EXCEPTIONS) 2. 1014.3 HANDRAIL GRASPABILITY A. TYPE I a. RAILING GRIP SIZE AND SHAPE: MUST BE ABLE TO BE GRASPED b. ROUND RAILS: BETWEEN 1-1/4" AND 2" IN DIAMETER C. NON -CIRCULAR SHAPE" PERIMETER MUST BE BETWEEN 4" AND 6-1/4" WITH GROSS -SECTIONAL DIMENSION OF MAX 2-1/4" AND MIN 1" EDGE SHALL HAVE MIN RADIUS OF 0.01" B. TYPE II (HANDRAILS WITH PERIMETER GREATER THAN 6-1/4" SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. a. FINGER RECESS DEPTH: SHALL BEGIN BETWEEN 3/4" AND 7/8" FROM TOP OF HANDRAIL WITH MIN 5/16" DEPTH b. FINGER RECESS HEIGHT: 3/8" MIN (AND 1-3/4" MIN FROM TOP OF HANDRAIL TO LEVEL BOTTOM OF FINGER RECESS) C. WIDTH OF HANDRAIL: 1-1/4" MIN 2-3/4" MAX HANDRAIL NOTES % SCALE: 1 1/2" = V-0" aD 1i drawn 0 Q submittal 1 st Plan Check Submittal 02/05/2019 0 - - - 2nd Plan Check Submittal -- -- 04/12/2019 co 3rd Plan Check Submittal 06/07/2019 0 4th Plan Check Submittal --- - - - - 09/09/2019 _ -_ — - - - -_ U 0 N. G — revision date U o Revision 1 - 2nd P.C. Submittal 04/12/2019 0 W/I4.1 L 0 -- -- - - --- - - nL\ W C N Q. O N--- --- - - -- - 0 Q) rn D N L Q) consultant: N •L 0 c0 C C c� O U N U owner: L t� ttf O 0 C 0 E L N Q N 2L l L 0 L Q N N L^ 1L X Q) 0 0 D_ L o 0 CIO i1 0 FOR CODE Ca 1pL;A; a Q M 0 0 � o DEC 19 2019 8UREAU'JERITAS NORTH Ai-►lEaICA, V113, Q N U U 0 4pv\l L '^ Q v' N 0 L ♦-0 -0 (10 41 UJ 0 0 T� W > VI c� Q L Q U N a) (A/�,`J i W a > E Q L W o 0 L E0 a� N CO � o m L1_ 0 N o WITHEE MALCOLM L ARCHITECTS, LLP � AR M Ft. W/p �� 2251 West 190th Street Torrance, Ca 90504 No. C-9049 t. 310.217.8885 f.310.217.0425 U C N U Q STAIR - GENERAL N L [n co 01 SHEET TITLE C M rn A843SHEET No M 4th P.C. SUBMITTAL 09/09/2019 Plot Date: 9/9/2019 10:59.10 AM Local File: C:�iJsers\rrnarinelarr?ria\Doct_,cYcants;B60i9 Corr:Positc-=_2019_RMa it:elareria.rvt Consultant File Background Info: va1w job no. B6079 M., a- :i 3: V) rK W I__ < 3: U) >__ < M 00 0 I, - CD 1-11 (n I-- UJ ui = (n 1-1 Cn n U I-, 0 Z W 11-1 Q) E a 0) C .- - :3 M > < � _y � 0 a) U) a n� - - (n >- >1M a M r'% LU CD I_ " �_ CD 0 _J 001 a - (a (0 (0 11�0) (a- O's " ( ,_1 I .. - \� - W ii < __ Z W I-_ 0 < Z 0 - 3:�- < 0 11� I 0 0- I . I . . , * . of two of 1: ciiofrim pisns, , - Watmo*,vio" loft. W two"000wri -4m homes 6400W of neVf,iopMe4 � Wnii,or"Wrivuous; . I I I 11 . . I... I., I 11 I I I .. I WWlyear of rsach otheh are roat considered stnols"y prb*U bry-lihe MRR , I I . 2 Roadway pl*c% creating 1;),0W is;tik orrnmofw.0.i0tI*m;mpersJw-A we3t;o am. wk,joa,W.C.3 teoxomorttlf#te madw�yis now of hoft. W~Wd with adiRiorw- tM1111c; W", I . 3 Sea-StWdi3rd ftoAtyi I � I atIchusification (SIC) coda� bg:_�, I , .1 I I �. I I .1 I I 1. .1 .. . . 11 .1. , * � 4 Pro'ect:jesc600n Iec-- �--s�oiry ofte Widing, !Mk,WW w4f *house;, f"WerItIdIxAth.five 44twy §I�Aon W 2W M10601inhim , Wi lexamp , , P 6 .1 .. I I ,, 1 I Lad A*~17/1-9 I .1 .1.1 . I 1, .1. . c.J-and as ar�^,iopqwrit Review dwodiit Worksheet D C.3'Regullated Prdiott - Stormwater Treatment. Measures Check a# appikable boxes and inai4ate the trestinent rmasure(s) kOudod In the pi4ect 10 yes 01 No I I . - Is the project a Special prokill, If yesj attach 11 . 11 . 1. If yes, consult wiih municipial staff about the need to evaluate the Wsibility and Weasibill . 4 Of 100 I % 1. LID I . I � Woekshoetf the twe of tion-UlD Imotmont to, b6uW�," t to swlxlrmethocll� and treaunent Inchoate Wft . - 11 aod I -11 I . . A, . � � � ... . _ , . , 06ftOnt"O 'Of thoO amount 01"WPOff Sp0dfi6dl:K.Pkovi$,JorI: C,3 A lh*16 treatad,; . . 'alcutatiorm, I � I . � � .1 . I % of C.3.d atn � Nori-LiD Treatment Measures, Hydmufic AWne rnell'todl o1ninciff t ed . � ......... ` � ' ......... . - - - 2 :2,c �� . 1. 0 .Q.: �b, � 1?,.' Media filter 2.a : 11 I ......... .1: ... : I—— , , .............- - -- . . 01-.., Treowelillmer ni`.za 0--','.-R.b rJJ2.r aw% .1".. - 1 IYs I-' .. No - I I I .. pr using n tra -�,y-, ,m ? Is the cOa i tit tion - - Me s wl The IARP no langer requIre-S the uw or analy4s. of the tea rbitit � I 11 1 $ ,y of infiltration, but infignation systems are entmlrage-d and may be beneficial depending, on the project , �. indicate the infiltratir, n measures to. be usedi arid hydraulic slitIng meftil, Infiltration MeasuLM. Hydrauii sizina methocici �.. - ta"....'I'.0t .. '' , cm. aloinlliitrawnl'� �' .1 - j.1 I> Q. c �071�3 --- ......... ,...... . . . . .01---i Pervious Nverrient '......., , I.. - 0.14 . 1.b , .0: . . , . n IrMitration trench ['3": I'a 0, 1.b : ... I : ... .......... _ ...... ... ........ ... � � ........ I I.......... - ........... * "'' * , .................... ... - ------ .................... � .... � ... , _ . ........ ... ... � ....... ..... _ _._. � ............. ... .. ...... .......... .................. ....... � ........ � . ....... � _ � �''. . ....................... ............................. I—— ..... ....... `0'. ooler(spiii�i.ty)]�.,....�,.�..-............**** * _*..___ ....... .. , ... .... �W. �w�w .......... X�.. 11�. . .... �. - � I .... � . taw ...... . __�� . No - � . , _ " I . I Is the project harvesting and ueing rainwater'.> -� Th9MRPn J~.rfequirestheuseora" softhefeasibifit 0 - ysi I I -�inw* Or I .- , _ ,y of rakiwstor harv"tinq, but it r, t I I harvesting OnO use is encouraged and may be beneficial depending on the projett." I Rainwater Harvesbrig�Use MeasttEM Hydraulic 5jzina method`2 ...'', .... � I .. _ � 1�b : 0--.'-.' Rainwater Harvesting for indoor W - � I a -K non-patlable- water U' .".0. 0: I . -...-.-. ....... Q..'i' Rainwater Harve8ting for iandscape irrication use ,011.a 0.1.b . . .- I . I Xcbpy df-the " term Operalcorit and Maintertaftce (O&M)Agreernant and.Pian for this prplectwill bairaqOired. Please I . . 11 . I contact the NPMS Representative, of the, applicable mnicdpaW for.an agrement tem. Wate and consult ft C.3 Technical .. � I 11 1, � I I . , 0 1 U I War" at M1WA2&s1QbaY.2M for , maintenance.plan,lemplateit forspevik facility types'. .1 11 , I 11 SWW Proectsatesmertigiroolh; high denshy,ortransit-Wi0ow de�v�.k)pment,,;rAthftc,rittriadefioed;tI Provk%ion G,3.e�fi.(2),(3)ar(4) I I 1, I I . isea Worksheet F�- . . I 1 2 )ridkatewhsch at the follming ProviWan C.3 d-: hydrau:ic wzinq triefir-ods were used Volumebasedanproaches 1(alUrbanSAmoff Quality Management approach. or I tb) 80% capture approach (recouirnerided votume-based approach) Row -based apogQ0es 2(a) 102A . 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I � 11 - I . 4 pm,ioct a High Pn**,9&7 p*0 pr",%*sRos f"m WAdW ftswkwsA&d in w*Wgn lWteO.ofiasemOl"t�tbr,it,,*nAr�"of I � 1.111. spw.�WiEfifil�)80�;el$iqgi�KWMP�a:wy:*(,-wow��otafs-&Mdr�4A6*cx-s�00al,,omhmw,-'F,5%(i;,a..ttkg�"arpwb�"t I i . �� :K:K:i:i:i I - , JAJ;f� wwanmly; 60jonstomoalloA0 W) _rW9 , -:, I'M, I . G ,',I. ,r0, -0*ia soveon G-2,W'WA%Ns0 0-4v&666f"v"IdI,R1.J, 'i"..'.1, 11 . , I . . , I I., � ,r. I I � I � 0 go to I.&ZI I I I , it Nolh , � 11 . ...... ..... � I I I .1 . 11 .11 I I . ., �>. 6 -** _Y.�Voawan .INI6"X*V0CW0c*00.n , ,wpolqd - #. I . �1� I ` I i .. ` - - 13 yrs. #�w fe aut:u �. 0-1 AWINOW010A O.'ro out *%0P1949W",0fW0*10WIWGar RWORV6. I I I I.a.21j, . . I I I I . , � see efelt 1.83.*A s,� - *66 AtowaRAVAIng 2,W%QUWe feat or mom olowykka *7 , . , , PA ng .. I .1 .. I * r, ;- , :i:i$i:i$ - I -, - 0 I I It W wo- xWOPMWOLWIP.V� . s; ftof--P owl XOCW W 0nWQ0A*hV*0, AO to to , r. I i ... �.. .11 11 I I .. I 1. , Rw th* MAR pavermni risat M*Sts� Ito W6*61 doelftft d PaNx0a W.WMWAv�No" rim �a%petviam suW". PwvSaw pmeam-A I& demwd as puvam.M OVO, , � 11 .. 91 I 1, 1 icift,and MOreW rd,MA st a mw 00W ta iniirpeftv* W"V.dt*%U W*W40&:twxW.4,*.d maA, <I., OW.3taws &)d "fth'A* ft rmnw ImovaWnt o� in.p-*vism-n C_%, I . .1 . 1. . .. . . . . 11 . I . I . . 11. I 11 . �Rift'ttWMeos),.ttlileiY4PWOWS,,7f,f.Ap,��, .�iOar4o�sir,.nfom,ovAw.AgPA;'Ropwp I 1. � . . . . AW moomw ~'m0W."AW0.,,.PA1 WAfWA0WP 6�4ft wporwxa . I 146m I% arqmfnem. M, ft WrAe pror4.rtit. Am"r .. t"Wea . ��rftw- mw�i too Mow# hew impetiem WWA60V pr%4WW�W!10 Mm&ftte taW WON . . I I I I I 1. I 1. . .. . 1. .. . .11, .. 1. I I.. I .. minu-it to Im4mNoLa Surf4m at *M.r-pe-y - I kklatwwed palting indudes tim top fu�* of it pw*" tquoaxe, I I 1. I 1 . , . . I 2. LM 000" I VIVTO . .. , �. ....., .. ... I , . _ . I I I ., . I 1, ., I I C.Xano;04 op�Awprmmt Review clw.viit Worksheet E' . ".. . 11 1 . . . WydrOrood . M I cation M I anagis . mer I it . � . . I 11 I E-1 Determine It the Project It a Hydfomon$cation. manoomontit � ("M) projoct, I I I 1 I ... . I I 1. . -1 11 . I . I I I .1 I I I I F-1A Is thm tow. impervimm or" bw sod oVW the pm-wp*19 0or~7 , . . . . I ..... I 11 I 1 I I I . Mt. Yes" cooto�lue to E-11 I M .. No"Go to Item E-1,3 and check-W...., I, . .. I I I 11 I .. - I .. I 11.1 I I 1''.. 11 . 11 � I . . . ... I ... 11, I I I ..., I . I ., . � . ... E-1 2: Iii the site located in an H?A f3antfolAreaper the HM Control -Areas map.(Aippondix H�cf.tfte C.8 Technical GaWancer.. . .1 I I 11 � I I . - yes,: 60 to E-1.3 andcheck ,Yes.... � � I .. .. 1W No, Auach map, indicaling projectlocation. Go. to hem.1FOA and check No" I, 11: Is the pr*)War:Hydrom*diIidaon, mansament Pmfecl?* I . ...... .. I I � I .1 1. i I . :M osion. M' R stormwalw, pairtro. I Y40. The. pm Is subject totim reqviroftte6t in Pro -C,3.aofft-� 4"impol 4.0orial ....... . . 11, . I ' ;W.`--'.� --FhepfqJ0ct4%I�XEMPTftMHM:r Uk ots., . W. 04 e0w . _ . . I I I . 11 . I .. P .Iftlii.prole.tt:lsstkbil�d..to..th6.HM.reqEfwement!k�il�w in4he project flow dumtWo aonW measures.de ed rpotaia, - I ,� 11 such that poRi-projed discliargwratesand durations match,pre-projea dischaMetales and,durat�ans, . I '�- The Say: Area Hydrology,WtJel �EWIM)bas been deveioped M hetp,We flow. duraoon corWOWS, S�ee I 11 I , . I I .. .. .www.6a,;ar,Rii ,0!(x_)v-rIr,_;hA, , orit. Guidance i�: provWed in Chapt I ,e � r 7 Of the 0_3: Tephrii641:0011darice . .. � � I .. E-2 *ftworporate HM Confroft (if require,d) I Are ihe:appUcPNeJWmm provicled w4th the Pians? � . 11 I . I 1 I . 11 . I .11, y4i; Na NA b -577ff- ni......, w ..�. .z sm : plans,with pre- and pm-pra�lad inipervious surface Areas. wrfiiico Rdw diFecitaps of . . � I I . I I . I antim site; locations.of flow duration oontmlsand age design ineasures,peri-IM site I I I . 1. I . I I 11 � . . I 11 design requ"Ment ... 1.1'...111.1 - 1, - .. .. . U. w-M.M.'".-i: Mi, . � . ... I., "' - I . 11 I � . Sopg�reporl. or othbr sile7spadifra dowoeht "Wing:aoil W*s).on, si* . 0i a 0-i... :::: , nodej a If pri4ect uses ft 8 y Area 1+0rofogy Model (OAMP, 6 list of i in" arid . _.. I a . ,, -utputs I.. I . � ... � _- I El:: ffl',... 0---,-* , . . � I I I I I .. 11 I it prood usel� 0ARI01 moddrif)� k3 suihmly of ft. modoWid o6loWattons with - c4rIresponding graph shoioing- curve "#hiA4(;0xmng, post�prbject,:and post-prolect . . with 14M conim1% curves) goodness offit ari;d ,'allowable) kiwilow,raw. I 1. I .I .. - �1� I __ . I B., 1M.", , . ,ioa -costsandabrief #pro 1, uses Ina Impractir-ability prov�&�on, a i1sting of am apO , i0c . .. . . � I I I .. . .1 . - . dasotipf'on ofthe alterr.*W*.HM:prolecl (nam,e. [o,ca1.i*n,:d.aIe d.S,Wrl*.*7d:0W: � . .. . � I . . . , � 'I ... I tesposible for t-naiertonanco). , � I - i: :, 0-'_'� mi.`,�, M: ''I � . .. if - the, projw., e, us6s allomatimas 4&the d _ M a i .. "Ififts . .. 1, 0��.sm. I oftroacb.Jor - a written � I , I , ption and rationale, desdri i I . " EiydrcZ11&diiie.a6(Jr3, , .1 .I �Ma�m frJort: IMMVIC � kisn of fts6ita(. if;aea rp&mj ftseefffmAu a BrIa, change ir�A! 1. - ,�.. '. I 7 I , FA "and isdev . I aloped , . ot Woorn rece4,Mng .�s, , I*$ 3rV"J(,,sig1;ed:to I I . Last me ~1 If7fIrg . K:\2016\166168-920 Boyswater Av-Burlingame\ENG\RASTERS\C.3\C.3 PACE 12.tif . . I .11. . � Www C�a,wuwqw-onweymw CtW-01st I � . Worksheet A. � ** ................ l, ................................................................................. . , : : 11 .... 0 , .6 , � " Cc , ristruction- , stormwa , ter " SM , Ps : ... .... ... .. ' ............. .................... * * ... ' : . 11 1. I I I . I 1. � .. fidootify plan ~ iiihowing the approprilate construction 1%est Ma"gernent PracticeS (13MPS) used on this project (Applies M W1 pa4ects with oonw*rk) , , . . , , , , I . . Y*s. .11 Ift W/A � T ftn simet No. some Management Practice (empy I � I I I . � I I I., I—— I ,-.-.-.-.-.-.-.-.%%.�................................"..... .......................... � .... .............................. .................... �_.._.�.,.....,.,....., .................................. 1. . : ,. ...............................---.....,..., �.........................-............."...,.. I . In - in Control and prevent the disuharge ,� . ,d q-'ft. 9 � ofialf potential pollutants I Op.. PaVOMW . . . , . . _ . � I . I . I I .. .. M _ .1 . . . 1. . . 11 : I id. C, - I . , Q. ....... . .. . � .......................... I , , . ...... I ,�..�,�......................�........................�: ,......: ......... .....'' ................,........................""I . I sn" OM f:,r' 'NaF,te*.Pints,,C,Ow�rO�&.,Potrolo prodiJvts� ohemim"� wash w*ter or:$Winieft � . I I ..1. 1. I I . � . ... � ... , � I .1.11.1 ...�.,�..�.�..........""",'',,:.�.,: .... I . I—— ....... I—. _ ............. . ......,...........,11 � 1 ... � ...... 1 .. _ ......... , sig -storrKdroins'arid �"I�do� frpm arc.hReoumi ccope.� and 600-0"watoIrcl4ch, O'ste: � I I ......,...........,1", ......................, I I � I � .................., 'I', :1 : I ....,.............., I", 1 ":� 1. I � " � I I I walemourse.s. . ... . - . �. . 1. : - F 7 " I I 1"..".. 1:]]]�i���ii����i�iiiii�i������:�.�:�i� I ".1. 1:.:.:.:.:.:.:.:.:.:.:.::::::,�::�..� 0: . . I , , .. : :: ... .. ...........,..............�.���.-�............�.� ,Store. Wri.dle� wN tlruotidih fnaterlal'shwa�tes�pnv my I r �iffi d di4 - , Orly to .0 ent ofjIaci,tv . . �ose of . .1 . . I . 1 1 I.....................,.""�"".......� I......."....................-.-. .. . ..... . . _ ................................. .................. � ........................--..........................., ........................... � ........ ..................... � .................. � ... - stormwalor. ... 1. ,... . . . . :1 . . 0� f7,11: � . .., ... I I ...... r 1'3` : � lt��.-, . _ . .........%..................._ ...................... ... _ ::r ............................. � ..... :.-�,����....�....:.:.:.:.:.:.:.:.: _ . ""'I .- .... ,.r,,,,- -- ........ .... :...� �:..�.,-.,�.��.,-.,-*�-.,�..,..* "..,., ,,',*,',',',"""""""""Ilr'I "" _,: ..... .... : ": �',",,','� .-...............r.................................... ............. .-.-..........................::::::::., I I I I I I .1 I I . I . . . Dwiot i*sni fuell� of oviiritairsly.0 , 011PW� I , , .,100.r -0 Where Wash. watot I I . I I . .. I . hk*6. ii*oeptirva cifti" v 1, I ., . - I . I . I . , , I . I I . . . � . . I I I I .. 11 - . . ................... ::.::::::::: - ....................,.,...-........ - ` .............. .:X. . ,.-.....................,.......":.:::::::::::::r ............. � ... ............. 1 ............................... � .............................. norl and Veated'. Is 0onfoi I I . I I I ., I 1 . � p - . - .. 0. - - 0 - _1 I 1 ! -1. I � ..., . I ... I.. I :: 0, _1 1 ..........................--................................. ............................... ............ .................. - ..................... ........ _ ... I'll ............ ''.''..,..-.........................� .... . ................... . i:i.:...--_-,-.`.'-`. I "I'l.I............... I "."...........-.................�: . ..... I "",.".........-........................� _... ......................... -_ I . Train and provide instrvOort to all arro*y9estsubcon"clims fn; construction amps.: . I I - _.. - - I'll, , , . ; F ... :r, 'I, '', . __ _ _ �_" ��: ..... - ----- ....... .......... _.... ''I'l""...,........................�.,...-....... ..... ''I'l�.............................,.� --- 0..... .��i��iiii�iii�iili��������.-.---*,-.'.'.'. :::.. _ - , pulect, 11 storm di;iih,ifltiits.,iti�A�-iitN6f:�-.ite- iiiing sediment misrols such'aalidnr Aber a I I .. . � � .... 's, I 11 ". ". . I I , - . . .......................... �::.....................,.�..-.--.--.... ..... I ..... ... I ...................... ._ --- 111 �...�.....r.............................-. � . I I r I 1: _:_:_:_:,_:_:_:_: - 1_ I � 1. _ ,.1...r,......; _ ; top.%_dr titers, . I . . 1. 't A : I I _ .:� -..,.............- . . U - ... .. I— . : .1 - U., 1. � .. .......... r ......... ,.,.....�....�.......�._.........,.................��-...� 1, ............................ ... ........................ ..". .. ..... ... ... - _. 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''Wow, Pok4w Proom0w Pr"M . . . . , I'll I '' , I.....''., . . :11 I , 01 , I . '... . .. �1:1. r I I 11 ,. 0 ,� . , .111 I � .................. ............. - - ... _ .......... -- ...,.....,..........................,... - -_--.-_--_�����: ... I , entftawfie. ��;� We BMF% on the 0an sfti..at orpiett r to Wpia 0 8184:10�.. I . . I . � I I "'. 1. ". .... � fto, :0 . 1. .� ... , . .M I I . 1," 'I I .. 1. " . I I I . �,.,................................. .�.:�:::�::::.-..................'�.1,� .... ��.�'...�..........................- - _... I I I I - . . � ....... ... , , , ',".,I,r..........................-...-...-., ........ I I I...................-...-.,....�'.."",.."I - _. I I I p4an;sheet: 11 11 11 I I I I � I ____ __________ _ 49-:., .1 . .. ... . .. f ... ....... ............ . .. : ,..: .0 I .... ...�,�.............r.............. .................... ,"'I'l ................... . � ...... I..................,..,.,................,...�.�.,.,.. 1. I...........,.....�.......................�.� ...... :.:.:.:.:.:.:.:,:.:.:.:.:.:.:...........��.-"-,.,'I ... _ ,.....,............................,- 'I', � ...... � ... 11 I I . I . tyerMon wn,wotst*stabiti,zo�:�alidemW*6.�imai;.t;ritilpermne,oti�ttt)s�6n.600bt�!; Use k_,m.pora I I . I . ... I I � 1, I � . � ,.. I ,. I . ....... ........ � . .. . .1 I ... I ............ ....... ............ .... :......,...............��,.��.�-....�:", ... ......... : : 1: 1. .......................... .1 - - 11. 1. ��ry e'.;t3blisfied'. . I .. . . . . je'., . � :: X..r-r, . .. ..... r : . ' .. ' , .,.`..1.'.r _.: ' " . Q... .... _., _ I'll., ._ .: r. ._ ...,, __ :: g 1:::: ............... � ......... _._ ........ . . ................ - I., ... __ � ................ I—— . . ................" I ........................... . ....... :::::::::::::: ........... � �:::::::::::.-................,., � . ...., � � I � I I I I ... I mis, s*iba k ,, r cf, jr-al or - irrift: ease aerv-,itwoo It ' 6as �claarinq r i me -,, & QaOniaote Wth field markers: - � I . I 11 I . . . . . ..... ................. ................ ............. ... ..-.....................-................,.iii�: ........... I . . ........... I ...................... ... ......... � , . .r ..................... 11 - btffiiirzones� Itreas, and drainage cours", . , � I ........................ .......... ....... . . � ......... - ___.. ........ . . . _ ... I ........ r..oo. ...... vw�.-.%, I ............................... ............... r............... I ...................................... .................. r.r ... �....-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-".-- I ............................... ............ r .......... r..r,.,. r ....... � ... ... . I .. .1 I I Fmvida notes, specificaticins or attatihments dios,cribinq :ft follovAn' I . - � ..g, ................... .................... _r .... I.............................r....r...."....... "....-.-.-.-.-.-...-.-.-.-.-.-,-�.r.r.r..�r...�-..�� ... I ...... I .......... r1.r,rr_r.r_,..�..,,... . I..-.-.-.-.-.-.-.-.-.-.........r..rrr....r.r�-..�.......r. r. r ... r .... I - 0 ConstIlIetion. overaficifi-and MMenonct, of arosion andriedhilent cQr*oWJncWd& I . � . . I . 1-1 . . I " I I ... -.........................r.r. ................. r........r......r..'........ I ................. r ... r ..... � ... .............. rr...r ........... .....-.-.-.-.-.-.-...r..rr...r.....r.........�.-.-.-�-.-.� ... -.-.-.-.-.-.-.-.-.-.-..r..r.r.....................-.-.-.- 11 I , on,f"qarky: .�nspwfi , . . � , � � A. ....4 ...... . . . , .... .. .... W .....,,1. 1. - ,. . . - -, 1�,�i� � ....... ... �ii� .0 ,........,.................r...r.r .............. r .......... :".-,-: ....... 1-111-rrl.'.'.".'.".'.".'.'.".'.. ... ...rr ............ _ .............. r.r.....................-.-.-.-.-. ....... .--------.---.. - ............ r... iii��................ ................... � �i .............,.'.r.r.'.:.:.:.:.:.:.:.:.:.:.:.:.:.:.'r:. I - -iods and schedule tar gradfnq, exi�4.vati on,. filtiog,, rlearini;t of vegetal ,, , - Meti . , ion and storsqo ........ :��. ........W... '.'.�.'.'..r.'.'.r1 ...... � ...... .... � .... ..,... ... ..........,,'... ................,r ............. ................ . I ..... ..-...................'...�,.,�,-,r,.,.,',',.,....,..,,,., . . I d mat of Px-_avated, Or cleared Material; a". Idisp I . . - . I . __..-.--.-.-.-....1�, 1 I—- : - ................., � ................... � .. .. I I .%� _ . . .1 .1. - * Spor cation Jar,v,F_-Q9Wl*va obvigir & inutch... ftfutie itiethoft arid 9clWaies: W platitoo I A ,. ,, , s - I . 1. 1. . 1. . . . . I .11� ... ... 1:11 I . , I --3,,:d lertilizat1w .1 . ... . �. I 1. I. � �.1 . . . . . . W.. � �.. .00 ... .... ...:...... . .... I ..,.......... . I ..... I I , , Ir I I 11 - Provis ns.16f-V � jo . , irpora?y andfor p0rmanaq1t,�,rrj9"0n_ .1, . 1 �_ - - : - - "I . � - .. ... ..' ri"". b. . . . . ... ....... ..,-..... . . ... .. . � : fl: I,"""""' . .. . . ... .. ....... ��-;-;.;. rrrr"l ... 1111111,,....... "Ill ..............-.-..........rr.............,.....:r-�.......... ........................r.....�......,.............� ..... ......................... � ..... .......... r_ ........... r ..... . .... ........ r.r .__ .......... r__._....... ......................... .......... rr ................... Rr 11 . I �.. .1 ___ - Perform c -a(if lqandleort� Moving ac;;!vilios I .W d her .E0 arty..;. Or a - ry Wow . , I 111. 1. I ...... � , , _ _ _ I ....... :: ..,.,:.. : :. 1D : I I ... 11 ___ ,. _ o - - -_ - - : - 0%, ................... .......................... � ...... ...................rr......................,..r.............,. ........... r ......... r .......... .................'.I.r.r.I.".'.'.'.".'.'.'.'.'.r.'.'.1.1.1.1.I. ................. ... ... ...................._". . ........ r ............ .� ..................... ..............................................'r.-'iii�ii����i]�li ............... ���-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-....... *���".*:::::�:�:�::--.,---,----,----,-.,..,.-.'-..,.,.:,..�:,.--.,-.,.�:�'.�:�:.��:�: � I I . -ols or I' Use sadimem conu iftrattion ,"Wina and obtain an , , to fernow"dimientivbm do . . '. . . ... . ,", .. . .. . ..., 1. ... 11 1. .1 . . .1,11 , 11 ".. I I I .11.11.1 . 'Is r ... �.. ... ................... .,,,........ ............ ...... 11 ... � ..... I ............ 111, ... _ � ........................ , ,:�.�.�...'.........r.....................-..."�l'.�"II wessart.porm . , , I __ I 11.1. I.I..",'. � I 01 1: "I . .... I.........", __1: " _� - M." , .....r...�.........._...........................,..,,,,.,,, _ ........................... �.."�...�............................-........���.."""",I " - - .1.�,,...............-.r........................-...I I I I I ...... ... ... ..�.�..'�.............-............. 'I�'..�........................................�'...,.�'l":":� .1.1 �".."......................-....-�...",�..'I I :1 ............... I I I I . I � Trap sedirrient on-sito.: using BMPt sucKas� sediment basins; or troDs, eartf3en dikesar Olms, I . 1. I . , _ I I � .... - � . - . A --- i . . .................... .. . ...... - I..........., .................. __ ....... � ............. ..... _ ................ .... 1 .................. _'.."', I .���.��....�.,..,.�........................�.���"I'l.I I ...".�.....,.............-...................��.""", .... � ............. __ silt mtes. checkdarris, sci�. blankets or nuft-covers forsoil stock pltes� ate. fe I �. ------- - , .- - � I ............. , - - ,....... � . -1, .1 .. .. U..., _ ............. . . � ..... .. I.. I .......... � ..... ...�.................................�.�.�.�-,�",.,.,, ".........,..........................�.-�.�-".,.,...,.� I .. _ �........................�.�,-.��.��.,."..', I . ................. � . ......... . .......................... .. ................. � ........... ................. I ... .. _._..._.,.,__.`1_ I � � I I ... _ _ _ � _ .., � ..........."�.....�.....,.....�...,....,-. I �� I .. . " " ex G�ej areas: dived oft -as rum# armindthe- site ie� ;. imates Divert orl, site riiho ia� ,P . 11 .9 - , _ . _ . ,. � 111.1 . � .1 . ',,..'�,�. I ..... . ............._........... __ ................ . ..... � ........ . ..........,............,................. � ... I......����..........................................�......... ........�..-.�....,.......................................�...� I......................-.-.-.-.-.-.-.-.-.-.-.-.-.-.- ....... _................... ............................. Oro aketi), , , ...... I , � . - ..... � , . . , - - : . .. . . .. .... . ..., An. ... .......�...-.................... ................. ........., ............................... ................. ... _ ......................... ..... � .......................... ....... ........... ........... , ..... ........... - . - . . . . . . . . . . . . . . . . ... . . ... .... � ...... � � - _..".............. - - ... ............... .. � .............. .......�.��..............��..�,�-,-�.........................- ' ,� ............ , "', ....................., .... . ........... I.,......................"" - � ............... ................. r . � . , � I . ,0;a�,iiio�'. - *;: ' tative P . 1poo sturbed are, from construction, imp VOW 'rot Andurwi I . I wis . . 11 .adsos� , I r . .. - . I I I .." , 1), . ft .. 11 I . 11 I .. I � .- � . . - . ..... I . - ............. I . .. ... _ . ......... ............. . .......... ,.......................,..,..-�....-........ . ...... I......................�...................................... I ............................... ............. ................ r I.............................................................. ................................................,.............. .......... I ......... ..... . buftrostrips, seftnent b w, 111116rc ftoe":multhing, or rAor me. . - as,eop wwftto, - afft IV asum I . I . . .... � 'I'll .'..''.1% 1.1".1 11 I I . : a-� i ast MoWyed V7,19 . . I I I � C, 3 a, �d C, 6 Dovelapalr.w R�wiew cbacwt Worksheet F spocipf projects, . complete thil wm*shool for pro,00l; . 0. I - .J 's that. awav to meat the d0finffion 0f,?$PeCW:PM0e-r, Per Pr0-VW'W,C.10A1oi.& ..Wmcipal I I . I - deter I fl ,g , a I "I . I peg*naf sformwator pemlif (04PP), The tw, " asaws M M r f- WfFow, 6:PW - owl$ opeaW Projed a#eri% and: Me paircentage of Owimpad davakqemeW (U4D) treatmeM reduction credit, Spec Prpj#ds m6timplernent.fiost than IWA UD ",sibmat . I 1. ... I I � "I., � I . - � I I .. 1. I . I .1, I & fiM a;.Jryfea.tdW61v,0 1W16 LID treaftwil See Appoildix,flor lhe:W- rfthnie6f -us( pro,vic(a a narrad" d4c 91 th, 11 , , A - . 1. . ,.. , I , ,, .. ouwar4c Handboo'k Nownilood 4i m5iiwo6uy _&w lem pnoto inforamuon, : I . I . I . 1. I . I I F,1 11pecial Project":Deteviiinetion, (Check owboxes to ieteoWne ffthoprqev meeo oily ontforoftowingrcm"ofiesJ . 1 , I .S=ial ftWecA,Qatmprv'A , .1 .1 I -A the frAloWIN ohar-poteris os? Does Ihv project tiavel ALL t I V , .......... . I I I . 11 .1 I I I 1 I . .''.. I ..... . . . I I -wi I .zotft i . .. :D* LocAWiriami,nic�polity'tderignAtedcontmlbtj&'nossdisteica,domfownc,oreamootdc, nov"noore 6 strict, 1 I neighboftorl busiinessdistrict or cornparatAepedostrian-*fiented commercial district, or Ns,tom_ preservation sift I , , , . . I , . I I - , I . - - andi`or &,rA&;' I ...... I I .. � 'realt -. 10. C -'s andtof replace$ 0.5 acres or Was of unpervious Surface I I ..... I I . . I . ' V io " r, '' - U incWes n6surlacepark' ' .. P.0 n : efft n .ar, an passerf er, , , ing'. expep - ifiddia"fital do- fo rovic,yVehicie.4ccess., A,DA,: "*M, d 1.9 1. , . , . . . . � , of ftetght loaaf zorles,' ..'...1.1. ng ..... . .1 - .. . I . 11 . . : k 19 * b permanent stnictur : Thai� I . V 15%, po. -on.offb, s, . may 0 Ha,5 at tenst 861'' . . pr� I . �, 9 ft. be 90verage..1he""sitebY . . I 11 ... I " .. n . I - , I . I . ' ' used for safety gicesss, pa*ft 19 '' :. 6wani*0, trastt and racyclin ,s#Nidle, uM1tV�4="-$, p6do.stwZ*hnactions; * PL[Wia tims" landscaping *-4 stomwow tteaum..3t, , I . I . . .. .. -_voo(waoue) n.-,.,y �-.coiyggote:lsodtxxiF.2.wl;olwI .1. I I sbocial Proicict caftaory V Dops ti;c, proloc hove At� o f6i . flhe- ld,WN08racttrlsti�? 1 � I . � I I I _r , , I F9 �, , 10ok t 4 Lovatedinarrivnic iW-sdei neW central business disIrctAowrdown core area] ordowialown cost. -v-,d i , W IV .. , . I 1, I I � . . I ,� I , .. ''. � . 11 _ . . . . .1 .. 1. I � neighborNod busine"Ostriet-or oomps odesttimi-�nted.comfnorcWdWO,.Or:Nstotk��pres ".Itlqn.s". ... . .1. , I . I . �. , , raole 0 - ... I � .. . ,. 'I" , 3n � d1w dtstnct- , � I I - - , OHM �I. -:aaw -reaw . pervious'afta'arid.1mom. �_o .. � 9 ; . andlccreplaces:mora: RM 05 acre., . � .I . . I . . . I �.. .. . I .1 W� lncbdias�riosurfa . i&' t for intid :: tk f .1 M�op.�.Oss, Qkop*vs�� andpats&' a . I I . W P. 119. ex W. I omwpsk .1110 .0retner" I �..... .. .1 V. r-blr frelgH loading Zon M, I I I . , . "I''. . I I .1 . I . . IV"..: - ' � Haa at'least 85% c4verago nf 1�14ff er.jka: She by P�errheirWr[k-tWC ., hfi-mmaining I 5% port1w of theofternay be .. I _ . , . ton)t�. IT I . . 1, .. , I I 1. I I . .. I . I I , tyatq"81,pt , hriw% used�W safety acesss, parking st�,Iuvwentira � tr� and recycling S"&Ial .600on're tons, fte" W4 . ., pubtlid usies, landin)-_3131r; - I , , I ... . , , . I . .. _ . qawsomwiatertroabimt .. . . � I .... . : , .. 1. I I . 1. . .. 1 11 I . . I . � : W... Mkiimumdemi�vof:eithey-5CIdwaging,urjitsp.orem(fbr,mWerlgW:p�rpl;*ec,b)ora::Ft=Ama:Rago�(FAR)PfzwI . . I I . I � . � � I ''..." 1. I . , -, . I .1 1 fi* '' '' �, I I I (for- cmmemia� pq*X1s) - Tnixed use prqjao ithar.q o - Note ohanae on, Mit , . 11. I . � I.. .. 11 . . s P101y, "O * , %_ 11 - I ..... I - 1. 1. 1. � � -3-J40,61 :, _: - , -7. below M, oontinuit! Z.-:Xos: 'Compiete sectiorl F . � �� 'at prRiect catmoly IC-5 spod I , Does ft,propect-have, AU of�lh follo " oharacterisvc!;7� . .1 I I . 11 .. 01 , Yang . , . - � . I I . I . I ......... . 11 I . .1 11 I . ... :0. At least 50% of the pro' ct atea, is within 112 rriile of an existft or plep ,W traftt or 10D %, Wthima 0, GW*d . . ,r tiW1, * , fe 11 1 - . . � � ,� I 1, I � . I I .. I ". ."I . -A I . . � Prioty 0S.W.1r,riment., r",�; . .1 ... I .1 U 10 The:-projed�s,zharaderizedasanon-auto-relatedLtse -and . . . . . 0'. Nfinimurn4anot-vouOtIer 25 dwallino v05 per Wria (form.'si I I . t�'-or:O.F-lootA�oE��:.ROO,O.:(Ir-A,R)bf.2-1(fOr,, � .1 .1 , 11 � 06". Projec, P � , , , , I , . ,- , , 1, � , I I I I i tim art"I 11.111or . tho, I " comtrier .:projae , W .0s) -:m6ced kise projects; may ute a .6 W" th 10 ....... W40 tcw"e) 13-YO.S.0--conloate, $406iif�'Zbwft I . . . . I . I I . I I . 1. . I 11 .1 I . ... I I I l,5AZidbljii��l�;F)Att�,ta;-.Iqjri��,ip,43;t�"sa*od4biftt�vtlio$;fo.(,rvafvfftm.eapedo%W,iir4,otiwitodtypf&of4htAn doWgri; 1 � 'S EfliiiIcli�it 7.11116 Ihe MRP tm-lablishes�:darmit I iona flit ,,G,vI;3 r>&is#y."(G0'j & FAR.G0 is L*fineed at, 1",trM` r-of reiidsr" allift . . . . I � , I . . ", . . . .1 dvided bythe af;MX90W'1r-0fMIiMWaW.a, ih�i",f�.4���ttWI)i�,;koiod.*:pubik. tiqbt-,*��,ayf�� tw*goo*vmt. totTirtweW aw~roi- . I . . residanftf uses,' F ;1,14ngd: . ft Ratio of ft to* 4loor area:on ail floor, of all buildinqs at a prp�-sito i(ey Wes� %wr-�, Of as, I I , ., wopt:90va! � . I I - I . I . . I � 1 roo . � :#mdlsr I ooica* lq� "txinw W: ft�vt-otol proi-It t4lo 0 � f"'. I .1. . . � . . . I I I . . I... .. - I.. . . . . I 1 11 . I I I I . r , I I I - . .1, fewy terr,Iinal. or bus tfan44r Iiialion.served bv three- or mom bus. routes. (A , "' �Tfams� IwW is defirped a�; a rzil, IWM r4g. or carknuier fall staklo ,. I I I tAls stop wift.nu so nu servzcss dMIe hntqu&*.) I � I .1 1. . I � I . � . . I I pporti I 1 - .' ffl A -ptai,md Niority Oevetoprnerd.Ajeal�w in infill dev Ign i now . � slopraei�f.aroa formally 4es' *ad by tho Associakim.z� Say Arva:Goviiinr .* -s Yl Wropolitan TranspoRation Comrnfsssior�v:FOWS re*mg planrimi; program. . . . . . � . .1 . I I .. I , 19.(�a . . . legory C spoarkAly,ftCludit's, StFm"offti,jrf4c*-Pow!klgiofel"rAf duakff-.1h"'.-atito WA Mickrentalfheft":wAry onsite%urfW"OskWap� Iat� � - ?�)ocj to-U,Irants. banks tw ohannaciew,wh drivsj�thrwj!i lanos; oas*.aw'm;� car vaqshes: B'An re-p4if afid R*:vic�, 4I,�Aivios. tm- oher alAgI4614ted � I � . 11. W(ned tmrt�xted to the mncepf of traosif oriented deveiaproard: * . - . a Last A,fvdWxf 1)'4W9 4, source cmftrol 1, fne" Features that � � . I I I . I malasvre included s5heet require I I I Source Control Measures, I 100 Jortolarts? I No� source controll measures (Rofer to Loc&! Source 0.061ml. List for detaflod require M-enta . . I I I yes No I MA . Z � I I � .1 � . . . . ............. I ........................'. ........... ...................... �........................... : ......................... � .............. Storm Drain I -of equiya st, Wrkon4le Inlets with thwwords'No Dumping-t Flaws to 00 � I . y to I Z � .. ... .0 . ,� ... . 3., ........ ............._ ... .................,......2 ..... % ... % .... ..... % ........ .... ........ .............. , .............. r Floor Drialms. I'll, ." - I I.. Plumb.AnWrlw floor drains 1oaAflftW.y,SnW.i0 for litahiW11, I , I I'll - q Z. � : "! .0 " UA � .. ........................,.1. ............ I .-.-.-.-.-.-.,_.-.. ...... . .. . .. -.- , .... � ........-.......-...-.............,.�, . ... ._. .. . . P ki garage I �:ar , ag . . . I Plumb interiQr RaN . rage floor dfaim IQ sBn 8 .Migga, itw y "we f I -. -. *. . : ., -. -. .. .-*..-*. .*..-*..-,.;. .-., ...'.. : .-.-.-.-.-.-.-.-.-.-.-.-.-, ......................... ................... .............. ....................,....... Landscaping . I , - R -main existing:vegew as Iyat - . - " -fivabip , - :.... , .1.1. -_- I ............... .............. ............... . .............. .. * - S!Pler,t4Lf4,mir.�o�goti6siiOpTOPFi te :the W Includepw4sthotafepest- ,a tol :'* , . �. . ... Z - - . . .: tj 11 ... -_ � - 3 Z o ........... --,""I'll .............."."'.": , ........ :..,-.`.,-.1-Xr,-. .... : ... ,.-.-.-.-_._.. ,. . .I I . . I .1 I . .. .1 , I i - anolor d0ai*4esjsW cir(x:,ght-tolerant, shWor &0act-banefidal Insetts. 1. I I . - ... .................r..., ... .........................- .........................- ...... � ... r .... ............... I I 1. . r I quick-roleas fediltieils; - .Minirofw use of postiddesano 0 I I ............... I .........'............, ............... ............. I :.,1,1..:.1-1.1-1`1-1-1-r1 .......... - 0 fro ' SC effioiiant itriQ _eJi0A_Sy.$tcrT1:;JCS1gnl0 I niMJ7_0-1_UrC61__ - :� 0, , , _ - .. 0 . . .. l.� . �_ :i I . .... �.........." ............... ...... ...... ...... ... .,..`.,....,., ....---------- ........-------------------� ..... - poo;6vaiFountain I 1, - �� Proode connection W the smitasy sawer to facilitate draining, � � � I ... I I . . .......... ; . ...... ... :,: ......... ....:X.:.`..._. ::: .... ... . _ .................. . .......... _... I , Pw d Srer,Ace I 1, 1. . _04 - PfiDViCJe'iiFll.Ur��ft�r4featOr.o.ijuiptykentr,4ec4fii�39,Wtlir;hi�,� .... � � , ... I - ........................., .............. ........ xj:�xj:�:�: ....... 11 . r- . t,fnon� .quipmen . . I I I a' rge.0; - Comected to a grea.%,R interceptor prior to sartitary sewer itcha Q_* " - I . 11 : --- ,ro...., - - , . . - .1. .�i�i��iiiii��i]��_J "..1.1,........,: ..... resideIntial) * . - - * Large a ir the jaMei;t mat or piece. af equipmefil to be cleARad. -pough, fr I . . ''. I I . ........ 1 .......,_ ..... .,,.. .....__.'__ I . . 1 r .1 I I . -a design -w nodors or M an:outdotwr6ofed am . ed to pt , , ro)�0M,$09rnwator tun I 1, I . ..... .......,,�1 ..1,,. .... I— ... I . and fun -*It. and sjQned to require equipment waswain this area. I - ..... � � I.. ........,_., _,. ..... I I 1. I ........ 1 .........'...... I 1. � _ R04seAriess. , - - for dw .1" ( ., Pi,ovid.ea: roofeid. Ind 0.n�*.1,5ed area te I I ..Wis, nsrocyt witainerii.. ev- , , .... I � - - .---. - , " 0: I I ... 11 _ 0.7, ......., ..... � .. ........ � I I � ............. ' .......1....... ........, _ .. I - I I .11 . . I I .1 . dimgned toprOvent stofrnwaterrsjn�on iindjunoff, .1 , I 1.11 . . ,. � I . I � � . � : : . . ... I . 1 I I I ................_..... _ . .... � ...... .........._- .. ----- ............. 1* comacltsnydrairi, ill, - -J r bonento 6q*ors compactors, 11 I., and Wow �bin . . r' - , .... :.`:.:.�--.X'..X. `.;:_.-...__. ,,: ............ I I I , � I . I , 4 areas servillp son ry W*W, foori ar.-nor's fac?"108 104he , , " Aa , 1 .:.: I .. .. I . ..I .. . . - . : .. 13 ...... - * - -_ I -_ - 0 .w�e__. ................. ........................... ............. .......- ......- .... I Outdoor Proms , I . . 11 , or " Perform process ac�.vWes either indwrs r! rW4d outdoofefea, designed to . n � � . . .1. .. 1. I 11 I I .1 .. I . - .. ........................... ...........................: ... �.... ............. -sO &Ovifie 8 prevent stoftrmator run, . se%W. r . . -on and, wwff, and te0rain t* the senifery . ... 1. � I . ............................ ......... : .......... �i�-' : ............ """"", : ............. --.-..,i ... :. .............. outdoor Ectul 1pmrw. I 11 _ I I 1. I . d ppilut r A contact with.stpanwater runoft v 'eavLrth:e,;vioaotde!§ignt*:eiv.0 ta � . . ,., .. . I 1, I . ......... I .. .... , :: .... .. _J: � E , 1M____ , 1". .................... . ..... .."', .": ....................,,. ...........:................ : ............................. '-.'-.'-.'-.'-.'-.'-.'-.'-.'-.'-.'-.'-'. - Store iijawneis - '. , .QP , I I I 'a, L*ateareabrly4rt ,6inadveas, ow con, P -d and I . I . I , I I-, 1. .. 1. I 1 6 .,.�.s", 1. I .I ..... .. � . . . ............................ .......... I .:........................". .. ......... r. I :: ,*ntam nomtvaz�ardwis 0W. My X. Rc)c",�..oragp-,�reasthat,�y,l�t, I . , - WSW. �: .... ids I � I � I _.X .......... . ....... � ... ... _ .-,.:-::X ......... .................. .1 I I'll , -QQ I 11 I . .%awer', and c . tain by berms or similar.� ... 11 I �, X-X-::-:-:-:-:-:-X ... ............... .... � X.. ..r.-.-...-.-...., .-..:..:....._..1. . ........... ---- - f , , WWI§ E quipMont . * Roofed. pwaa and berm Wgshr are#1 to prej�tnt* at"". ter hin-on andsunoff, :� ... - , , 0. I . . 'J I , - ... , . ,... . ... I 0 , � . . , �. :.-.-.r.-.,,, r .. - - : ..... ... ..rrr�vw�� .............., ... r.-...-....,_____. ----- 1. . VOW":, , . _ . . , I � . I I -a, Oumblq the: s4nitary:s4wora -andsi asofts natedwasham I I., k9 . 1941 . ........... ..... %----------. .1 ........___-__-_ ..... . . . �� ...... I � ,_. I ... : ..... . , - - loomme-mial car Wash fa4ftes shah aschameto the ��anitary sewer. - I" 11 "I * ��]�iiiiii��i��iii�ii��A I .. vshictei equipmi?,;�l I rs area sign d;, - Des.ignate repairtmaintanante area Indoors, or an outdoo do C �) . I I .1 , 1. .. .- I ...... � I ........ r .... ...... r ...... I ... .....1. "...". Repair and pwavent stafrIlwaler furt -on arid rinO, and provide secondary cwitainmery . . , . .a: * ff :�: 1. . : I ... -.'.*.'..,.'.*"..'.,*,*.�"-*...., I . ... __._:.: , %_.- : .... ..... ....... I I..... I Maintenance , . Do not install drains in the mccindary containment areas., I . I ...................'. ............. ............................ ...".........._........, I I * Nc).fip,or,cito,insio.niess�prWoalodp?i6r,to:d ctw.,O.O;t4�"..$Oliitaf)?,44wer., . . I I .14 ... I . 1. I ,..... _...............,. .............. � .......... - . 1....................,., ...... .. . , ............. -., I'll, 11 * I ". I rs or sinks. used for 1paftcl"rilh�,to tho.sinlwr� sowir,6 Conwd:tonWir* ' .... [:����i�iiiii�iii . - 11 ......... . .�i �� .......... .... . I Fuel Dispensing: .. I . I I I . Fueft areas s[mll havaimipermeiabie stitface" isa) minimallygraded to � I . I I , . -, , - - - - 10 . i � D 03 ; 1"..................... :11 .... :::::::. ". ... .I........'................ � , I . Areas ... I I � -preventponding m,d 0)aep"ed frorri #14 rest of the,s4e. bya, graft break, . I 11.1 .1 * I I 1. I... 11 . 1 .......... .............. ......................,,". ............ �.. * - Ih direction fr6rh oach Pump and 't;bn Shall eXt,Emd ot leat 11ppy,_ _ t 10 %h:reac I ............................ . . .............,..........1. ............. I ............... ...........................1. ........ -- �.. �. dinalns�my from fuelfng amA_ I . I � . . ..... ....... . ............ ... ... ....�iiiiii�iii�ii�i�i��:� ..... L:oadlrt� 00&s. I I I 4, Govorand/orgrade to minim4e ruri-an to anci runtiffffom:6he kindi ' . I ng:lrea, .... a- : ........ U.': .......- Z1 v.'... � 10-3. . . ......... .,, ..... .... � ... ............... .... � ... _ ... � .......... _ ........ .... � - .- I .1 I - I . Po'.1i;on down IS to:direo storm"Vater away from the loacling a rea. 11 $PM . � - � I I— I ........ _ .......,,',.. ........., ... �.. ..... %... .... ....... ..... _ ...... I - sewer.s: - Drain water frorn foadingdock areas, to the -san ftary I 11 I I . . ..... ....... .............. ...... ........ ....... �.-.-.%%... ....... _............. - insts if door siritfs between the i -railem and the building, ........ �, : , . . , , . W ..... .. 1, � . , , . 1. . .... . . � . � .. . 0. ...... . E ...... j .. ....... .............. E.1'.1'.1'.1'.1.1.1'.I.I.I.".,.,.I .- ............... . ....... -.-'.-'.-."-.'-."-'-'-"-'-'-"-'- _ Pi re spriniciers 11 I - ."Ve.1 �, - Design fandi ,goof firs, sprinkler test water tolarsciscape or seriftar - . -schar , _ y t�v . . 11 I I � � ...........- ............................ ............. . ............ ..- ....- I I I I , .us Drain msoellaneo I I . � 1 I I . 1, 1. I ' - Drain I�WwwmW �01` air conalwfilfig units to landscopl' * Largetair .n I ..g, I ..... I I . , .. . ': M I I � , ..... . . . . I .0 � � .. . . . . . . . 0. ................ ............. - .... �. ... .... : .... �. �. .............. I or Wasb Wow . . , , . �g 0 comfilioning i niit,s Iney Connect to the w ary aw-ver. ., I . I I . . . I ,., 11 .. ... . ", _ ............................ .............. .............. .............. ........................... .0 RoOdroins4rom jpmeol drain to landscaped: area where oractwal:". . aqu - .1. . .. . I - � . , � , _1 ; , , � I I .1 ......... - .........X.- - ..: -.-.-.-.-.X.-.:,-`:, . , ..... I I, I ..... . I . wate 6 " an sawar -!, Main baflier drain ffrutsk toof * q asn . r t a I y , i � _ qdipv�allm , __ I I I I � , . 0..., . .01, I �i���i�i�i�i�i�iii�.r.il ................r.-r.. �-` ..........'.......rr.-r-1 Arvlvtt�ctural COPPF'r I .. I ing diso owltelosafiftarysem?", I - , Drain orise water.:W 41ndwap: ' .h . I or. collect and , . � I , I . . .1 1:0 . 1 . ...., - I __:: ...........r...r...r.r.r... ........... rr.- . ........... r .... RinSI. �Wnj.er . I dwOmomliefly,oftb.. $6ii flyiir �Peorernertt%s for Arohil"Wral, Copper,' J � . . I , i�. "yvannorwo th ''it0i , . b,$aa I* )�6.1 .�fttr I I . � 1, : ,� ra tol Ws n.. _sWW3y.%PMk'qS'J , . . 0so ... ry , . IM V. " �n ,. . P. . , .. . , ... - I I I I I ." . .4. 4rmsses oUd MaV includemadli ,ihops�.e&ftrpWk,iodv,r,�triesAsgtttpreW-�atmentiacAit�,�s.: � Iiius; , havO.GLIWoor PfOoess aci(vitiesjeqk�pnent-- .no I 1 4 Last MM(fWd Wilq . 1. . . . . I . . - ...''.1. I I I I , ... , .., .. I .. .1 I , I G. 3 o,-W:'C 04"Iont Ro�w,Okhftf , 00.06 ., . I.. 1, -01stion .F.12 :UD Tmatinentitedue.tica- 4ftcIft Cat. ., . . ...''....., .1 I I ... �, fw"WO.Manorie,04- ply&Aphes, chaowonty 0660fthe aw1c,abloa categorievand r41W4.#,*tab10.1br,WWcat9_qWy,J I � .. , I I . . . . I . I .., .V I I , . , Allowatile 1,4 mparywy site proj"t Dirialtyleritarto , ofied clat000ry I * Aren I CreatedlRoplated Coverage Density" Credit C d' re, it (tq� ic) (30 or FARI* (% (1%) I I I .111, .,...'�,�,.,.,�....'�,�.�,�,�", I ... .1 ..... _ ___ ........ .-l'., . � ..... :::�::::1 1''.. ..... � � � I ......................... ....... __ ..... ... �.-�.���������,�..�..�,�....�.................�............-....--........................,.�.�'..�lI .1'.."""",."",....."..,...,..",II ... ... � ................. ........ . . . ........ .. .. I ................ , � ... � .................. � ........... . . � ............ � . ........... � ...... .. . --�.-.-.-.-,-.-.-.-.-.-.-.-...-.-.........� ........... ............... � ... I 11, NA. N.A7 ...................,...................... A ---- �.............................,.------.�----.--� -.........,.......,......."�,.,� " I tiv% . [....:..:..:..:..:..:..�:....�..: i --- ----- ... ............................. .................. I .......... -�� *,50 OU/socir FAR �: 2:1 1 50% I I Ila or FA . 5 0 A �r zt- I 1 �5�,. >_i 7 OU � , . I.., wifl)in I,', rril�e of transit hub 50% , 'Arimin % Mile of transit hub . I 25% ___ Within a planned PDA 25% :::..-.-. -- '..............."", "'�......................-.-...� ............................................ .. ....... � ........ I .................................. . . , ,.:.:.. ..,.�-�---.-.-.-.�---.--..-.�-.-� ............... ... �1....... W. C..... ............................. �_ �._ . ; , .i ...........................,.,.......���.�,�.��.....�...... tslw... - -....,........,......."......,.....",."",��.,��..,....... _ r ;�, .t . ... I ..... � ...... � ... %........... �!,..........._. , . , .0.0. . I ........................ .. ... y: . ..... :,.; " ..'... .................,...,..�,.,."..,.,..",�..,............., . 1 ft> .100 DLVac or FARz:21 , . .1 . I MAI Res Z� IDQ D,Uac or FARz 4. I I 11 ,1 1. . I I 20% I -> A.ft ��, I,M Wftic at PAR _� 6: I . . 30t� ..........., .................... o .......... - .................. - ................. �����-................-.-.-.-.-.-..���v . ....... ...... ... __ ..... ....................... .......................... . , __ � ....... ................ � ...... .. - .. .. � � �.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-......�............... . . ............ I . .. . .... � --.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-............ .................................... ------ - �-.-�-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-...... W.-t... ,!g loal. at-gimde 6V4 M. per", 24� 10% I I I 1404 I : . rtijidd.. . alrKi .lu :V no 1 20% TOTAI, TOO CREDIT = 1. I I I � I .. . . . . . I F.3 Narrative Discussion ofthe FeasibilityAnfeasibilftraif 100% LID Treabrmir&. I iff project wip impleme,rd: loss than IQV� LID. prepare a discussion'of thee feasibifily or We"bility. of 100% LID Irt0rh .m . . . . I I . 11.1 I I........., ...-, -.1 11 1"... ..''. . �� , - .3 techn4cal GuW -:: desc.ftbed1nAppendlJK.J Of the,C . I . anCe FA I Sal"tr4millod Non -LID Treaftnw WasureIII-1 I .1 . . . � � I I 11 I I I I . . . � - $4 IfthopipledW fwAwetlo"-Lia.t?eatiywvit!ll(..asisres,:SeWolaVoat�neiltmea�'.,t��e.r,lefi�iWftit'Ba 6'GOromfus.etevel. 11, . . � 1. � I I . '01 Assessment ProWA - Ecology (TAFE), Dwskpabon (GULD) by ft Wa"W4m State Department of Ecclogy's Techr1k, ' . Goun isorovidedih AppendfItJ ofthe C 3 Technical Guidance (download at. & V�9_fa),4 ._ce 1. I : 11 . - �:, . . ''. ,. 1. I I .11, I'll . . . .. "I . I .11,111. I .1 I . �� 11 1 11 I I � �. � �. -ro Wwy to the locav,�M tredit� �a lo.; �� 20 I 11 1. . . . 1. I.. .., " � . I I ''I I . I I I .. . . . I I I I I I I ��I Ti, -surfaft.parkingmuAl* � tMatod with LID treatnwnt Meesur_�a, ak�qFad� ,. 1. I . . I I : I ," TAPE opwicalson is tised hv order to satisty Special, Aroiect's reporlIng requit,err-ent-_ in the MRP; I I I I 11 4* Last MWOW ifflig I � I � . . . 11 I � . I I . CJ &M C. 6 00vegapnAMI A000W CWkW I I . � � Workshest C I 11 ... � -------- � -- - ----- - ---------- . I 11 Low Jrn I pad Do0eld" pirnent - Site Design Measures I . � Select App site *Oan 6timpefoo 1, I Incki.de Orr( - sig, Site De TV ct appreprigto zR04:16a fnessiiresanOW#W#*:Pi&nSbOkWhOrR.thati846f*M* tanfo&hown. 5#10 .. I , . jgn . . � 11 1 . I I I I I I I I .. ,-P:See.f,4RP . -.a ,,(S).,fbrmto,c.zReg,utatOOt�getts,0,3.c.i.(2XOiwkegO.�t*dFI` I ",vIs,::C.3.i �arprojaft that rreatefte0ace rovi!�*,n CA .I .,P .11 . I I ' I I I I I 2,500 to fo,wo 201, 0i irnpuVious surface and stand, sdor* sin;$e Ui-Wy hwv�?&'thiof cr"Itooplact 2.5100 sq,lt or moft of Impervious stirface. . ., 5 L e,V fiAv I ~. W 1/1 9 � . . I 1. ,_ � . 1. � - I I . .1 �. I 11 I . dhsckw� C3 ard'Qfi 00VVJtPM0nt RWA&W I Worksheet F-2 Special Projects Reporting Form � , .1 . 1. .1 . tive . 46f:1 W*..V,6&Wftrie04 dnSft40:8JFd-:6ff4& bkoctma for;W1 Special Propcfi.- Pwido a narra dLncus&m ofthe infeasibifty Plain - I I I. ( I I I W 4WW,a Slsioar4kllithae W raVWSOS (to Pot ird in the spaces pmvided below. . � I I F4A. IniWasibility of Onsite LID TsastmM I .. I ^n,v ske a. rt to *$iA is a this review , 0 cl slli� wa�� reviewed '4011- r"rd to Ole fessibilfty and:Wwasibitity of W LID fro ltne ,, Tt - r I :: I , . � . , . . I (Pit I . .'; . I . I . . . I .. . . . iftf6.a a .. the sm"it nf P,q*ioff voitli LID- tr.tatirtent OnsiW, The find0g.-5 ofthis . ,A I .4"i t100%of " c,�a stmiIed that itwas_ _,�. $P', . M I .1 . .. 1. . . . I I I M-Aew,ars pfeserawl betow, . - .. I The M.RP Ilefirses iri�!iev lees as M, rinoneAary amounrt fttesslwy to prtvido both h�*0011cally-W.ed tro�RfVrnent (in A=rdawm 1. I .. _ � t 0 treatment mea suret-pfarie,quivaWrIt citontity, of elpi, )Mth Mbvition C 1d) Wtb 0 . rrhmder Nmff and pollplan ff�,Adft, and A , . � I- - * . . I -NO" Arr . d 01841tO aftCOISIS Of 'Ok , L . proportional share of the, opera n. I ... �: the Regi PJ_ , '' I � " I F-2131 F*&sibffftWJlnf"0"f1�y of Off -Site U0*Tf*&b"#hL I., . 11 .- ''I I . . .. .. 1. - The possibility -providing off -site LID treatment' was ibund to b - . of a. ..".. . "" q J` ' t Peagibia - th6prop-ni pr6pomnt owns or o1h6twise pontr6lis land within the sarim.watershed Of theprojtm thatcan .... I . I accommodate in perpetuity otf7site Woretenlion ladfitiet; Weq". tely sized to. treat the runoff voturne of the Ornery project. 1. , : I I : nfe"Ibile - . I . W , : 01 -th6ptolWpfopom-ittW�n6t-own,&corA 01 laid wifth the,sartiei,Naterslwdbtthe,ptow,t� I I . _' 10 Lalf PAn,tTl", -31,,W . drawn -0 0 4-i �b submittal .- _F_ 0 L.- a 1 st Plan Check Submittal 02/05/2019 .0 2nd Plan Check Submittal 04/12/2019 c - 3rd Plan Check Sub.mittal 06/07/2019 � 0 4th Plan Check Submittal 09/09/2019 _F_ U) 5th Plan Check Submittal 10/22/2019 L_ 0 4_1 M 0 0 revision date -0 I 1: - 2nd P.C. Submittal 04/12/2019 2 ARevision 1 - () - 3rd P.C. Submittal 06/07/2019 6 _�� & Revision 2 '� Revision 3 - 4th P.C. Submittal 09/09/2019 b I_ _ n ' - 5th P.C. Submittal 10/22/2019 0 Z4 __\ Revision 4 41 I.- ZI 0 4-- jn� C \ M - Z__1 1- .1.1 L_ - ZN - (D ( - 0 - - co F_ - W _F1 - - C) Z 0 __\ Q _C: 4_1 4- 0 Q U) :) (1) consultant- L.- -0 W _� G - A N " , I 11 , + ,,", ............... 'I',","," 0 ''I'll .......... _:": I.: �.. I I I 4 ...... -'I',,"" I I I I I I 1. 1. I 1 9; I I 'I',",",, ''I'll 1"'I'll, 01 I -'I',,"" 1111111 ''I'll I'll ...... I .... 1.111,111, ��. I'll, I'll, .... . _F_ �_, %%, ... ,'----%%- "I'll, 11 ,%% ,"I'll"I'll, ,""', .... "I'll'' '%%% �:: ..... I D ,%, 1, , '%' EARS � .... ,..", 'I, I I I I , ""I,,"'. L "I'll'' ..... y (� 11111111. ..".."'.11 C :1 ENGINEERS. SURVEYORS . PLANNERS >� C M - W 4- Q 0 +� C_ %A () . PE 47813 �_ * * M 12-31-19 -0 CN0. CU 9) 4-- 0 F_ 0 co owner, (0 E 0 0- - I 0 Z I_ � 1.__ 0 ',-.- (D (I co U) (D 0 " LO X M 0 Q < Jc 4- � 0 D 0 - _F_ 7L, U) 0 � I.- >_ M C1 . F_ Z (D I.- 0 U) < 0 a 0 0 - _F_ _J � C > 6 -0 C) 0 0 D 0 M _0 () * 0 L_ CL 0 (D IL- 0 >_ :3 -0 rr (D 4_1 :3 C) [___ C 0 N_ (D C C: Er > = C) M UJ (D JL 1q_ LU < W > M n N _U �_ < C -1 W L_ a < L < = a) 0 0 0 - _11--i (0 �� - 0 M - M (Z Q) :�: a) -1--a :t! 3: = 0- C 0 0 Cn E M L_ M >-. M W W E >_ Co 0) 0 C: rr - 0 M L_ C/) E < C) 0 C) 0 0 C D (M"**' C:O' H C,A -L i.� � 4- 0 I'll 11 I'll _ I.. I . 1 . ..... I..., ... 11 .... _ :.:,:.::::: .-X-X-::.. :::�::::- I X-:-:-X-X-' . ,:ii:; ... ,�_X. .�,/-:-.-.-.-.-.- . .... 0 . ....... _:.. .......... ....., � . _� 0�/i�: . , I 0 1 ., 0- dio 4 0 . n I I I �.,,:,:, I I I :::� "I -1-.-.-.:::�'..1 0 ...... ..;.::::::::::::: ,,�.:: .:...--. .:.:.:* > .��] a) :3 �OF 0 X 0 0 _F_ �_, 0 WITHEE MALCOLM I_ (0 ARCHITECTS, LLP U) C: � 2251 West 190th Street C� I.- Torrance, Ca 90504 _0 co t. 310.217.8885 .Z 4_1 f.310.217.0425 >1 -0 7 0 C 0 W 2 n 2. W C STORMWATER M a -0 SHEET TITLE CHECKLIST F M U) C: 0) u7) SHEET No C8.0 (D -0 - U) M 0 BKF 100 _0 = M Plot Date: Local File: Consultant File Background Info: job no. B6079 rea CK W V) a m 0) 0 11-1 V) W W 2 V) / Q 3 .. >1 m a mo w 0i- N F— rn0 aol a (D LLI Q.. zw 0 Q Za QO W J r w .......... �... .......... ............. j i .r .................:..........�......• .......... .......... .......... ..-.-..... ........... ......e.... .......... .......... .••........ ..----... .......... .........s ............ ........... ........... .......... ........... ........... •........................ ................./......,..........f................,...........s.....},-..-............./..................,.......�........%.......................... .............•y-.......... x. % .. /.. ,..... ...�..... /:.•.... ...%'... ...�.-- ... �... ...%... ...�... ....i:... .. ... ...�... ...�... ..%,.r ...�... ...i'... .. �... ...�... ..................................................................................................................................................--.-..............................-..........-....................----,.....,...................................................................-..-..................-.......................................--......-........................................»..........................................................................-.._.................................................................- ....- .... --....... .......... . ........... ............... .-......-.................................... ..................,-. .. ............... .. ............................... .......... ..---.......................-:--..../..................................:.................................... ..-'- r. .....-.... .. .......-. .........-........ ......... ......... ......... ...... ... . . ............... r. --- .........................................I...................... .............................................................................................................------..................................................................... ................................... -- ....... .._............................. ...................... --........................................ .................................... ......................................................... MYRTLE ROAD O,..J S..t i% ' . is : f M ,.3 i.f : . .................. ...................... ,,,, ! . ? LEGEND PROPERTY LINE FIBER ROLL PER DETAIL 1, SHEET C10.0 TEMPORARY 6' CONSTRUCTION FENCE STORM DRAIN INLET PROTECTION PER DETAIL 4, SHEET C10.0, TYPE A STORM DRAIN INLET PROTECTION PER DETAIL 3, SHEET C10.0, TYPE B STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL 2, SHEET C10.0 ENTRANCE/EXIT TIRE WASH PER DETAIL 2, SHEET C10.0 CONCRETE WASTE MANAGEMENT PER DETAIL 6, SHEET C10.0 (ACTUAL LOCATION TO BE DETERMINED IN FIELD BY CONTRACTOR) i GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. drawn 4-1 Q submittal L 0 L 1 st Plan Submittal heck 02/05/ C S 2019 a 2nd Plan Check Submittal 04/12/2019 3 c 3rd Plan Check Submittal 06/07/2019 ° 4th Plan Check Submittal 09/09/2019 C c 5th Plan Check Submittal 10/22/2019 _O ro U O revision date C Revision 1 - 2nd P.C. Submittal 04/12/2019 Revision 2 - 3rd P.C. Submittal 06/07/2019 ° Revision 3 - 4th P.C. Submittal 09/09/2019 L Q C 4 Revision 4 - 5th P.C. Submittal 10/22/2019 L o roZI L nL' W 0 ZN a N N L v N o consultant: TL ^V' W a10 .0 .... ........ - 0 ............. ............ .... YEARS c ENGINEERS. SURVEYORS. PLANNERS a ro U L ` L PE 47813 ro * 12-31-19 �} CM. O C 0 co owner: v E L Q L 3 L O O �L a M n O v iO a O v v Q 4-1 U O r v) 0 a Z cq Q0 0 ° n J O OO (y) a. m N 0 C:) �C) rr > LIJ a) o W Q o > O N Q DU DU N rr ca s Cn E _E M CY) W to 0 W C ♦^ _U V ) C:) E N O O CY) m LL N L +r 3 O v a 0 000, Q U X Q} v L WITHEE MALCCLM ro ARCHITECTS, LLP m c 3 2251 West 190th Street ro Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 >1 L n� W VJ EROSION v L C CONTROL ro -0 SHEET TITLE PLAN c ro C _Q1 SHEET No 9. ro v ro Plot Date: Local File: Consultant File Background Info: job no. B607 drawn v V) 0 W w ry w Q O / w w / U) 0 U U z w a� E 0 C 7 m Plot Date: Local File: 12" MIN SEDIMENT ROLL WOOD STAKE 3/4"x3/4' MAX 4' SPACING ENTRENCHMENT DETAIL IN SLOPE AREA SI RI FINISHE GRADE ' 1OOD TAKE ENTRENCHMENT DETAIL IN FLAT AREA NOTES: 1. USE REED & GRAHAM, INC. GEOSYNTHETICS STRAW WATTLE FIBER ROLL (COMES IN 9" X 25' ROLLS) OR APPROVED EQUIVALENT. 2. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE FIBER ROLL IN A TRENCH, 3" - 5" DEEP, DUG ON CONTOUR. 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND FIBER ROLL. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY-PASSING THE INLET. 4. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMPORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY. IN PAVED AREAS, USE SAND BAGS TO SECURE FIBER ROLLS IN PLACE OF WOOD STAKE. FIBER ROLL SCALE: NTS Consultant File Background Info: /�P� 0p0 QP WATER SUPPLY & H 12" MIN. UNLESS OTHERWISE SPECIFIED BY SOILS E GINEER 12" MIN. UNLESS OTHERWISE SPECIFIED BY SOILS ENGI OPTIONAL OVERFLOW SILTSACK4 DUMP LOOPS Cry NOT INaooml MATCH EX. GRADE WASH RACK S0, :>7'I CRUSHED A6WIeLC4IE GREATER THAT 3 " BUT \2 S'VALZLH IHAN 5" R CORRUGATED STEEL PANELS �— FILTER FABRIC ON SECTION A -A TOP OF ORIGINAL N.T.S. GRADE CRUSHED AGGREGATE NOTE: GREATER THAT 3" BUT MANY DESIGNS CAN BE FIELD SMALLER THAN 3FABRICATED, OR FABRICATED UNITS MAY BE USED SECTION B-B �— FILTER FABRIC ON TOP OF ORIGINAL GRADE N.T.S. ENTRANCE / OUTLET TIRE WASH SCALE: NTS 1 \ UtiAIL Ur INLET SEDIMENT CONTROL DEVICE TYPE A - WITHOUT CURB DEFLECTOR fryEnvironmental Ft 0a'y"`t �' A�Eard"IF�,ft i _ r Your Complete Sou" for J�LJ aewrrmlencSoluttorm vim+•zszs, (OW) 44&3M INLET PROTECTION (TYPE C) SCALE: NTS INLET SEDIMENT BARRIER INLET �mol I I �— INLET SEDIMENT CATCH BARRER ASIN DRAIN GRATE SLOPE (2.5:1) FIBER ROLLS TIGHTLY WRAPED .DIMENT TRAP 'ENCH WOOD STAKES 3/4"x3/4" ® 3' O.C. MAX SPACING (TYP) STREET SLC (RUNOFF DIRE GRAVEL FILLED SANDBAGS ADC QTA(vrn TiniiTi ., CURB INLET SEDIMENT BARRIER BURLAP SACKS TO CATCH BASIN OVERLAP ONTO CURB. CURB INLET PACK OF CURB SLOPE STREET SLOPE PLAN VIEW STREET SLOPE (RUNOFF DIRECTION) (RUNOFF DIRECTION STREET SLOPE S ILLWA` (RUNOFF DIRECTION) PONDING HEIGHT STRAW FINISH FIBER ROLLS GRADE CURB AND GUTTER SEDIMENT BARRIER SLOPEEMBED FIBER ROLL GRAVEL FILLED SANDBAGS (2.1) `� s DROP .� 3"TO 4" INTO SOIL STACKED TIGHTLY 5: INLET INLET SEDIMENT BARRIER PROVIDE 1' WIDE BY 6" SECTION A -A DEEP SEDIMENT TRAP TRENCH AROUND INLET NOTES: NOTE: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREETS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 1. PLACE FIBER ROLLS AROUND THE INLET CONSISTENT WITH BASIN SEDIMENT BARRIER 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED DETAIL ON THE SHEET. FIBER ROLLS ARE TUBES MADE FROM STRAW BOUND WITH WITH GRAVEL, LAYERED AND PACKED TIGHTLY PLASTIC NETTING. THEY ARE APPROXIMATELY 8" DIAMETER AND 20-30 FEET LONG. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY OVERFLOW. TOP OF SPILLWAY SHALL BE LOWER THAN TOP OF CURB. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. INLET PROTECTION (TYPE B) SCALE: NTS BLACK LETTERS NOTES: 6" HEIGHT 1, ACTUAL LAYOUT DETERMINED TO BE DETERMINE IN FIELD PLYWOOD 48%24" BY CONTRACTOR. PAINTED WHITE 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED 0.5" LAG SCREWS WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY WOOD POST 3"x3%8' CONCI,'ElE WASHOUI SIGN OK Eo Iv Nr STAPLES (2 PER BALE) 10 MIL PLASTIC LINING STRAW BALE BINDING _ WIRE NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) SEC RON B R NT.S 2 1/8" DIA. / STEEL WIRE STRAW BALE TYP. a D ❑ D o ❑ ❑ D 0 10' MIN. 0 VARIES 0 0 0 0 O 0 o STAKE TYP. 0 ❑ ❑ ❑ ❑ D ❑ D INLET PROTECTION (TYPE A) �-10 MIL PLASTIC LINING i'LAN N Ts TYPE "ABOVE GRADE" STRAW BALES S/APZ2t LTETAIL A% T S CONCRETE WASTE MANAGEMENT SCALE: NTS SCALE: NTS Q submittal L La 1st Plan Check Submittal 02/05/201 2nd Plan Check Submittal 04/12/201 3rd Plan Check Submittal 06/07/2011 0 4th Plan Check Submittal 09/09/2014 L 5th Plan Check Submittal 10/22/201 0 ro U O -0 revision date L M 1 Revision 1 - 2nd P.C. Submittal 04/12/2019 0 2 Revision 2 - 3rd P.C. Submittal 66/07/2019 ° Revision 3 - 4th P.C. Submittal 09/09/2019 L Q 4 Revision 4 - 5th P.C. Submittal 10/22/2019 L O c T1 s L N O {n C U 9) 0 -C v co D o consultant- 70 v N 100 " . BRF "EARS 7 ENGINEERS . SURVEYORS . PLANNERS C {,7 L � U PE 47813 M * 12-31-19 Ci' & (0 CALF 0 C O u) owner: E L v a 0 L O 0 �L a c`M O v a LO L x v v Q U 0 L z 0 a M Z (D 0 < U) 0 0 L > 0 Q O 0 N (� 0 U a v L O ro 0 LIJ �r Q CID > c� L1J L I--- n N (� D a Q L- Q 0Er tt5 ((nn V) M M E M CY) UJ C/) > CO C _U cc' ^ E Q 0 ��. (JJ N 0 0 v m 0) cn LL cv s 4- 0 v a 0 00 Q U X O v L WITHEE MALCOLM ARCHITECTS, LLP m ro 2251 West 190th Street Torrance, Ca 90504 t. 310.217.8885 f.310.217.0425 a v v EROSION L CONTROL DETAILS -a SHEET TITLE CID SHEET No C 10.0 c c� N ro job no. B6079 0) O m rZ V 1 / Cn h.:.Vlava . . a S.pi]l Control avin h... t %rk. .�.g .... SW Mort.. r OUCT It _- I C t & 'Paiitlfing& PaintRemoval drawn 0 Q_ submittal L La 1st Plan Check Submittal 02/05/2019 T 2nd Plan Check Submittal 04/12/2019 C 3rd Plan Check Submittal 06/07/2019 L 0 4th Plan Check Submittal 09/09/2019 c 5th Plan Check Submittal 10/22/2019 0 ro U U revision date C ro 1 Revision 1 - 2nd P.C. Submittal 04/12/2019 5_ Revision 2 - 3rd P.C. Submittal 06/07/2019 2 ° Revision 3 - 4th P.C. Submittal 09/09/2019 L a (D 4 Revision 4 - 5th P.C. Submittal 10/22/2019 4- L 0 21 �- C Z ZI L L O {n ro a O cn N L O 0 th o consultant: N O141111 BRF L...... 100 `EARS ENGINEERS. SURVEYORS. 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ELE :: 8 11 11 11 11 11 _F_ I : - z : .. - , . - 0.5' K I .. .1. . .r . i . . . - _1*1 4: )�� 4=11- ____====_,L= ="= !I__ I : I : . : - : . 1. r IT TI - I 1 [27 : WARNING TAKE .I- ... � . . . 8 2' 11' 1' 3' 2' 1' 4.6 3' 0.5' E 0 �, I " - RNjr�._�, rC KWIRED FOR I-- .__ ._.. 12" MIN "I 2-NO. 6 BARS I _7AM71 � �X._ �.__ r p ,�, VA" ,.B x/RITSFIR S�7F ..- . I � IL . 1. . I . .1 .. L . . , - , . I /I I.., - I MAt'HNIEE ','_'-z,-',C,0VE _ .." . i AADE 1 2�6 WATIER MAIN ONLY ; - 'I .' '- CLASS 2 . . 10 3.5' 2' 1.5' 5' 2' 1' 7' 4' 0.5' 4-- I SH $110N.''OR :0 . . . I _. . o. .:;.. � ,A F M "" . I I , ITEOP - wmw 1 M_ . .- -,,- AGWGATE BASE ,& .. -r I 2' I 1' I 9', 4' 10.5-1 ENCH WID;MA 0 r I I I , , , 1.5'. r I . f % I I . . . . . . : -, 90" BEND � ELEVATION , �ff . I I r My, T*11�A.L fi- 180'9 ---% �--- � _ i ill i z: 11 , UNDISTURBED EARTH . r 1. rr .. �� ... 11 :* I , I .r r r i ,_ � , �.,. .,-., . , .. 1, \ . .. i � Jr., : . - . . . ru '\ � ; : 1-4 , - TRACM WIRE z 3�. � I . � ',. � .... � .- _� I : ,- - -, ,- . . - ., .. . -, REQUIRED FOR . S FOR PIPE SIZES 40 THRU 8* � � .. .� .1 -, - ._ : ............ . , . ". .., . : . I . . � .. _.. ___ � .. . P7r� I 1. -,,; --.--I I , V 5 . � - "I .. . I _:_:._r_: _ 1_ . . : : - WATER MAIN ONLY z , 4' FOR PIPE SIZES 100 AND 12* .r r I . I I 1, ,r ... ... � � BENDS & OFFSETS 0 r _ . ; �:� �r:::,- r - - - __ . . I . �4 _____J : � : I * rr . rr. - . RF0.'DFF ICHE'l< 1 1 1 t . � I I ; I I _ r I -,.--- � - 11 : 2� _ F= 5 FTN� BLOCK FOR REDUCERS 0- 141 i I -1 LL BE 2 1� i : ; . . M ANCHOR BLOCK . I 0 � ; I : . CLASS I PERMEABLE r .. . I : : 5,/a- S.,31L, / : : MOVEL LEI 40,�-;,A AS i 14 BIEMNG .1 . . . \ * �2j 1 REDUCER SIZE H A I- r r r : � � : �...., I , ,,I,r, 141 1 1 C1 .r.rrr Irr. 1-r �F _, I - � �., . C D, X D2 (FT.) (Fr.) ... r. r -, : " , 3y i - It .1 ... I . , I : . 30" MIN. : '. - . , : ��_, I ,.....,. r r I wiii:; I 11 . eOLTS_/!�UT,�:, -/ ; :M4WFACR _ ��O� o, : I I . I I .... z : . ; I , , 1. -.:.:. . - FL. TEE7 I i . � V..� 1. ., 0 I .... I . I . I VM?it�; 'k 6 :-r : CLOW VAU4L 6R j, , ,. r� 12* X 1 O* 1,5 2-0 ."', I .11 r/ It I JyEcH. " ,� W I ,1,,):,NT - I r I I r ''. r , i � � ly.- D / '.." r r : : . - APR'R-E_0',11-'.;' tQUAL. : I ILL _,... A I. /I x > I ! . . I WATER r MAIN --- RESTRA-NT ( Typ) : � I , I - I r . . . ff . i f � - - . 12' X e 2.0 2.5 9) I � : - I _�,__ : ,. I 11 �N .. :� �. : r. � " ; .* -; I I L -1 2.0 3.5 D i 111111110 1 r . 11 . . , ,� I --------- I --- ------------ . f ,--,/ J'L �, : - .., 7 , - T ,:..rrr 4 I (� klI 8. X 6. 1.0 2.0 0 . " - : . '.... . : .: � � '- : .. I .. �-,.... M : :: . , . �Es_ r-,-- . .. Typ � �.. V --�--� --- I -------------------------------- e/__-..:, . : ,, PLAN 40# BUILDING PAPER a* X e 1.0 3.0 x . " , .. � - .. SEE 1 . I . , I � .. ! .. I � x /11 I .. .11,v , � , , ; i , f, , . ----------------------- I .......... :� ,�,, �": � . ) : NOTE 1 . , . . � W, / . . 1 �., 6 X 1.0 1.5 0 � ..� 0 . i MEMBRANE "V-3 . � A . 16-IM 1 . I � I r .� . .1 - \ - - - - i �� X_ /I � r -- , * * / PLUG & THRUST ANCHOR BLOCK I 0 �� __, I - � : - "' -Ilk' P vf.-^� J_j 1\ i STANDARD TRENCH SEC11ON i CLAMP END I 2-NO. 6 BAR PVC I I : , 1'r : i ... . PIPE: (Ty"'. . , . "'4 - I I / : : ,,�J. - � I LF- , / . . I . �. 1. ... I . 11 � .1.� 1. I �... . �� � I GATE VALVE .. I Z�J�: rr., ...., . . . . I 1, -THRUST 8tOCK 0 .SO; FT1 r - I 8-NO. 4 BAR �& +� .. . 1. '. : 6�.ARING,�--J , I r _ I ,: . . 1. .., I., - I— .. . I . I r _ . - : N.T.S. . . . . . . I ... NOA BARS 0 ir E.W. W I T H E E M A L C 0 L M I . TfiN-1.��Sj�&-.Ocv,,_/- : 91 TEE .. = .1'... ,I: . . ` a . . �q + � .. . � I I -, I ... 11 .. FLA * : -ARMOR BLOCK ,.*4.. I' r ' -.1 .. , lL____ I_ .� � : : %__ I NOED�X ,MECA; � NOTE: .. .. t . 'r, � :, =4 1. . . '*f . . 1. - . . r . i !-,::: ... ." -� .11 :,-41, 0 � ". . . - - � � M ARCHITECTS, LLP I fT. GA'rJE1 VA09- i ....... TEE (RUN PLUGGED) DIMENSIONS CO . �. I. .. .. " . ;� , . , .... � ... - .. , ,_ � . . . .., . .. �%zz � � ; .. 4- . I . I r : . . , .:4 , . � - . - . . - � . _. I NQ.'TE'--,. 1. THRUST BLOCKS SHALL BE CONSTRUCTED OF '' ; 'Ir'-'r 0 + � I . �.'...., ::. I CENTER BEARING AREA ON q OF PIPE i JE USING 5-SACK MIX, TYPE Ill CLASS B . . - . _ 0) I r I—, . .. . .. _. . .1 . I., .. 1, . . . I I I ' .. ". . I � .. i CONCRE VALVE SIZE I .1 . . � . . 11 ... r . I . .1 I I 1. ... , , : A B i ". , . - C I 1 (IN INCH.) I ., I I:_ ..�,Iprt-,� R,fop.,ANT PLACEMENT GkICE 0-?14M. THE' MAXIMUM DISTARM 'S.: 10 'r"Of'! fr,.R�O..M� TfK:'�CIIH.�_ : WITH 31e AGGREGATE. , , r. . ... .., I 'r I .. ' r. , I'', .1- .. I .1. '..", r .11 I r. .. "I I .. I. : REQUIREMENTS FOR TRENCH SECTICIN� TRENCH WIDTH -PLACED. WTHMI' A. 3-FEET RAL I ::�.40..f)f)rj"4T"I.jc,T!ot4!:,':SHAL,L,rBLr �Jr:QF` ANY POINT OF T,4[ WMRANT - VWWWW/ UNDISTURBED EARTH � I ... ...'..."... + - - r. rr r. 'r ,.. r I , � . . : 4 2 1.51 1 W + A M 2251 \Atest 190th Street 800Y T14AT 4.':0IJLD. ,IMPEDE ACCESS� -10: RM:U�El' � 2. THRUST BLOCK SHALL BE POURED AGAINST - " �. � . I 1. P1WtrFRR0r,L0rA`-q.0N 15 IN 04E PLANTER STRIP. : 6 3 1.5' Torrance, Ca 90504 - I I.. .. r , : 1. CONTRACTOR SHALL PLACE MMMUM 6' CLASS I PERMEABU BEDDING IF SOL UNDVWA1)i UNDISTURBED EARTH. HORIZONTAL THRUST PER SQUARE FOOT 1 8 31 1.5' -0 �. I EXT C kT:-_qt)tWALK, IN : AY. : THE PIPE IS *ET. I I . I kcxt it btki 'HE PUBUC RIIII�IH1 C*, W : THRUST BLOCK DIMENSICNS DIP . F�!�E_rjy (,, U) . ,;,jj - ,,4TF,R QF � r ... . NOA BARS 0 12' E.W. ,ZB C,F. . i 13-1. THIR'D. .CH.%C.f Is W OR -1_1-�-:,' FRV.A I S tO _ . FyDRA".T,: i z IF USED, CDF SHALL BE NO MORE THAN 1-1/2 SACK CEMENT. 3. CONCRETE SHALL BE CONTAINED AWAY FROM PIPE SOIL BEARING 10 3' 2' !... - - t. 310.217.8885 . 1. . .- r . ... : I I i JOINTED TO ALLOW CLEARANCE FOR ACCESS TO . 12 . 3.5' I 2' _F_ � 4-." �_, f.310.217.0425 I : 3. BACKFILL MATERIAL SHALL BE CLASS 2 AGGREGATE BASE VSTH M RELATIVE COMPACTION. 1=11wo pef . :,., . ... I 'W, r, JOINTS AND BOLM NOTE I '." .:, Is I * 2_ :EXTEND THE �QCATOR. TRACER WRE I TO THE VAO-C BOX AS 5-HO 1,14 TyP-!CA1, '80G� i . . ,. .1 .. .. � . .1. N.. � . . . 17'. 'YON . . _.. , I- : 2=1500 paf > : 4, CONTRACTOR SHALL REPLACE ASPHALT CONCRIETE AS SPECIFIED ABOVE OR MATCH A,r " .?:� - '. .. I , , ; 11 1. . ... 1. 1. 11. . .. 1 I .11 . I .1 . . I 1. .1 1. CONCRETE SHALL BE PLACED AGAINST UNDUSTURBED EARTH. - : 1 .- CENTER BEARING AREA ON � OF PIPE -0 r � . r r ' * i ,5_ INSITAL�t, A Si UF 4r;�FAN . T WAPKER IMTH :EP001 IN Ti,if CENTFR CIf THE NEOUT R401A . D) r NAY q EASTING PAVEMENT SECTION (ASPHALT CONCRETE) WHICHEVER IS GREATER. 4. FOR REQUIRED THRUST BLOCK BEARING AREA, SEE goo 450 TEE LUG - � I JLA . .,%:.. .. .. _0 .. L' . . �.. . . .. _ . . . � .:,� MARKER:.pR(J*,A0E[J B.'? (XTY. i 5� CONTRACTOR SHALL USE 1/2- ASM&T 0DINCII ON THIE E)POSED SURFAM OF CHART BELOW. BENDS BENDS BAS 2. WRAP EXPOSED PORTION OF ALL REBAR WITH SCOTCHWRAP #51 (20 MIL). WRAP WITH 1/2 OVERLAP. . 0 i - . UNDISTURBED EARTH � PAVEMENT. +_ i O.D. 1 2 1 2 1 2 EXTEND WRAP 2- (MAX.) INTO CONCRETE. 52PIWw"I : 5. FOR VERTICAL BENDS, SEE SHEET 2 OF 3 C 4, C(.NITRACTOR TO: PAlr4T THF CI�JRR,, l,NFR9N*T OF _4�11E HY11RANT. RFF) F(R' -1-G4EFT IN FACK. i 6. TRENCH V40TH SHALL BE MOOMUM OF r "DER ON EACH SIDE OF THE PIPE PLUS Tw 4 3.5 2.5 2 1.5 2.5 1.5 3. ANCHOR BLOCK FOR GATE VALVE ALSO APPLIES TO BUTTERFLY VALVES. 0 , , i �DIREIW_11N, � 01AME11IER OF THIE ME. : (1) I I I 6. FOR ANCHOR BLOCK, SEE SHEET 3 OF 3 6 8 3 4.5 3 6 4 NOTE : . . I I .1 I I . .1 . . . . . i 7. FOR TREE ROOTS THAT ARE 2- (INCHES) OR MORE IN DIAMETER INSIDE THE TRIZE DRIP 8 14 9.5 8 5.5 10 7 4. NUTS, BOLTS, FLANGES SHALL BE CLEAR OF CONCRETE. 0 :5., 1FE UFTAIL. W�1810 FOR THAUST SILOC�� DETAit,S, i UINF, PLEASE CONTACT PARK DEPARTMENT AT (850) 558--73M FOR INSPECTION PF" To IL - I . I . . I . 1. . i i . , ... . I 11 . I I i CUTTING THE ROOTS. 7. NUTS. BOLTS AND FLANGES SHALL BE CLEAR OF 10 22.5 15 12.5 8 16 10.5 5. FOR DUCTILE IRON PIPE USE FLANGED BY FLANGED JOINTS OR FLANGED FITTINGS WITH RESTRAINED 1. FOR PLUG BEARING AREA SEE SHEET 1 OF 3. 0- � 1 6. PLANc,t _RaL-S .ANra NUI-5 SHALL BE XEEP :C"LEAR OF: CONCRETEE : CONCRETE. 1121 32 21 1 18 12 22-5 15 1 0 : I FLANGED ADAPTERS ON VERTICAL BENDS. " ; : & FOR CALWORIMA DRINIE. BAYSHORE HIGHWAY. AND ROLUNS ROAD. PLACE MINIMUM 14' AD 2. NUTS, BOLTS, AND FLANGES SHALL BE CLEAR OF CONCRETE : � OR MATCH EXISING PAV"ENT SECTM, WHICHEVER IS GREATER. NOTE. ASSUME 1000 pef, UNLESS KNOWN. I I I � 6. RESTRAINED JOINTS REQUIRM IN ADDITION M THRUST BLOCKS. 0) :I 0_�, I ........ 11 I I I I "I'll ... I ... 11 ... 11.1111, I I 11 ... I ...... ... I'll, I I : , I - D. A � r_ CP,AWW4C, [10. � C CONSTRUCTION : I , . � THRUST BLOCKS, 3. RESTRAINED JOINTS REQUIRED IN ADDITION TO THRUST BLOCKS. i ; � TYPICAL FIRE HYDRANT � M : ; : I : : � NOV 201.3 W�2611 a : I ............................................... � ......... � ....................................................................................... . - . 1� i I ; DEPARTMENT OF PUBLIC WORKS : DATE OPA%M NOL DATE DROMM ND. DkTE DRAY*0 Na 4 . .. I ; I I -0 SHEET TITLE DETAILS I R 11 : --Dkw�� rP,A_[r; _9A'=EJ-,: 8JnyMqA, 1, . BY. 1V C: I ; - : I I 11 � i APPROVED BY DRAWING . - NOV 2007 NOV2007 W4= NOV 2007 W4= :� r � I . 'H.F.01t� B'�,, * . I . : . .. � TYPICAL SANITARY SEWER AM WATER NO. I , " NONE I � ,0� I : I _,_ -----��- " '� .. . : - W r -uA-W-- I TRENCH SECTION I I I rMAHM n-A lilluffik: _111u_ I I mh� 0%01 e"ke -N&T- I OUAW _ffWy__ - I � .. - - - --- --- � ,ppcWto 131;, __L '�' -11 ____ _ -.-.--- DRAVIN 1: - -R'U,9,',7,--- -- - ---- . , ---� DATE FNE FNE Or. FNE A . : W __ .......... : F.Y I .___ _ f _ _ __'�`_ ____L___. I G-10 - .... 7 ; . I.. .1 r. .r. ... I 1. I __ , 11 ... J .... . I .1.1 ... I ... I ''..''.11.1 �. ...1.1.11 .r a - DEPANTIM18fir OF PUBM VIO11= 04/P$/=4 I I cmm W. Nl� NONE ov= ". MY *01=11 ". NIEP I NONE 0) I I I 1 OF .3 I I NONE 2 Of 3 I 11 3 OF 3 'Fo SHEET No C12.0 - I VAIL I _11mmow- I Iff. APPROM BY, �2�d I I I VAIL I RE%"1101111 AMWM Br F � I I I VAIL I "Em3m APPRM Ot I I i 0 � d'', I—- u � + " I -1 r -0 1 4 .�'A - �11_41 :10 __1_1 I 0., 0 , ��; : , 5- - , A_!___ffl - .1 � 51 W_ e I 1. 6,t." 17, �7 4� - %Mips. . � A�_=!.��081; _., ,'I 1� �M, 8AQ - \ , I il, � 1315, .1 . I L 1� ;001�, "' � I , ! .1 *14$1, 11 : . . I 11 p .. � . . , , . I . . 1. I 1� I i I , �� *1 I . I 6 M 5TH P.C. SUBMITTAL 0 TYPICAL FIRE HYDRANT DETAIL SEWER/WATER TRENCH DETAIL THRUST BLOCK DETAILS -0 * �� * - 11/01/2019 � I I I Plot Date: Local File: Consultant File Background Info: FOUNDATION 1. All continuous footings to have 5/8"dia. x min. 12" anchor bolts, min. 7" embedment into concrete footing at 72" o.c. unless noted otherwise on plans. One anchor bolt should be located max. 12" away and min. 4 1/2" from the end of the sill plates. min. (2) A. Bs. per sill plate/shear panel. Sill plate under shear walls of up to 4'-0" in length must be continuous. See note 2 for sill plate fasteners at interior non-shearwalls. 1 a. Anchor bolts at shear walls shall be installed with plate washers of min. 3" sq. x 0.229" thick between sill plate and nut. Edge(s) of plate washers shall be 1/2" max. from inside face of shear panel(s) per conditions shown below. 1 b. The hole in the plate washer is permitted to be diagonally slotted with a width of up to 3/16 inch larger than the bolt diameter and a slot length not to exeed 1 3/4 inches, provided a standard cut washer ( 5/8" Nominal size : 11/16'' ID,1 3/4" OD , 9/64" thick ) is placed between the plate washer and the nut. SHEAR PANEL /2" 1/2" WHERE OCCURS JT0ii ---MAX.l-MAX. ADJUST t WASHER SIZEt WASHER SIZES P MEET NOTE 1a NOTE 1a REQUIREMENTS _ �' �i `�- ", `I �„ EQ' Q' .' ' 2x4 SHEAR WALLS AND SINGLE SIDED SHEAR WALLS OF 2x6 ALL DOUBLE SIDED SHEAR WALLS AND THICKER WALLS SW -AB 1. 2. 3. 4. POST -TENSIONING FIELD FOREMAN The field foreman responsible for the placement of all post -tensioning shall have a minimum of three (3) years in this capacity for this type of construction. PT STEEL QUALITY One sample of each reel or heat shall be tested by an approved laboratory. Test results or mill certificates shall be submitted to the engineer before Stressing of tendons. Post -tensioning tendons shall be stress -relieved or be of low -relaxation quality, and shall conform to the following: Seven wire strand astm designation - A-416 1/2" diameter tendon area - 0.153 in sq. Ultimate strength - 270 ksi Tendon stresses shall conform to the following: Maximum jacking stress - 216 ksi Maximum stress immediately after prestress transfer - 200 ksi Maximum anchorage stress immediately after prestress transfer - 189 ksi Wobble friction - 0.0014/ft. Angular friction - 0.07/radian EFFECTIVE FORCE Effective force shall be 26.8 kips per low -relaxation tendon, when tendon length is less than 100 feet. For variance from this value, contractor shall provide friction and long-term loss calculations for the engineer's approval. PT HARDWARE QUALITY All anchorages, couplers and miscellaneous hardware shall be standard approved by governing agencies and the engineer. SW ANCHOR BOLTS AND PLATE WASHER ARRANGEMENT 2. For interior non -shear walls use Simpson PHNW series 0.1450 pins with a penetration of 1 1/4" into slab at 16" O.C. 5. TENDONS Unbonded strands shall be encased in slippage sheathing which shall to be installed in accordance with ICC ESR-2138. Actual slab thickness to be minimum 4". All interior shear walls to consist of a sealed durable waterproof plastic tubing capable of have A. Bs. per foundation plan. of preventing the penetration of moisture and cement paste, and which will 3. All holdowns and post anchors to be installed according to most current Simpson Strong Tie specifications and contain a rust -inhibiting grease coating. Tears in the sheathing shall be repaired to restore the watertightness of the sheathing. Heat -sealed requirements of ICC-ER reports & shall be tied in place prior to foundation inspection. Dimensions are not furnished to sheathing shall not be used unless the watertightness of the sheathing is Simpson holdowns. It is the responsibility of the contractor's superintendent, the framing contractor and the concrete is guaranteed by the contractor. contractor to locate these anchors in the exact location. Refer to details for proper installation. 6. SHOP DRAWINGS The contractor shall submit shop drawings showing tendon layout, 4. Min. concrete width to be 8" for receiving PA, HPA & STHD's. Verify locations of holdowns and anchor bolts with dead-end and stressing -end locations, and tendon support layouts with rough framing to assure accurate installation, details necessary for installation for the engineer's approval. A set of 5. Provide #3 X 24" dowel at 24" o.c. and 12" from the corner at all concrete stoops and porches, approved shop drawings must be filed with the city Engineer by the contractor, also see section 3.0 shop drawing on "General Requirements" 6. Provide min. (1) #4 reinforcing for electrical ground, location to be verified with the electrical contractor. for review and approval of shop drawings. Locations of construction joints pour sizes, & form plans for sloping soffits & col. Caps shall be provided by contractor &submitted to E.O.R. for their review. 7. Verify min. foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and if more stringent, they shall supersede the above minimum requirements. See note #7 under reinforced concrete 7. TENDON PLACEMENT for concrete strength. Care shall be taken that tendons are located and held in their designed positions. Tolerances for the location of the prestressing steel shall not 8. Admixtures in concrete mix. containing calcium chlorides shall not be used. be more than ± 1/8ally, except as noted or approved by the " vertically, engineer. Access to stressing ends shall be maintained where shown. 9. Footings shall be examined and certified in writing by the project soil/geology engineer prior to inspection and placement of concrete. g_ TENDON ADJUSTMENTS Slight deviations in the horizontal spacing of the slab tendons will be 10. Concrete shall be to the strength and slump as specified per structural design, and consist of Portland cement ASTM permitted when required to avoid openings, inserts, and dowels which are C-150 Type V per soils engineer's recommendations and Building Code section 1904.3 (ACI 318 section 4.3) when specifically located. Where locations of tendons seem to interfere with exposed to sulfate containing solutions. Aggregates shall be per ASTM C-33. Water to be clean and potable. each other, one tendon may be moved horizontally in order to avoid the interference. 9. TWISTING 11. Placement shall be in one continuous operation unless otherwise specified. Slab surface shall be cured with 'Hunts' Twisting or entwining of individual wires or strands within a bundle or a compound or equal or cured with other methods in accordance with good construction practice at contractor's option. beam shall not be permitted. 10. STRAND BUNDLES 12. Contractor shall dampen slab underlayment of sand/membrane per geotech report just prior to concrete placement to The maximum allowable number of strands per bundle is four (4) for slabs, assist uniform concrete curing. Slabs must not be poured during or immediately after rainstorms. The specified sand U.N.O. And six (6) for beams. over visqueen should not be saturated at the time of the concrete pour. Any free water trapped in the sand layer must 11. PROFILES be removed prior to the concrete pour. Profiles shall conform to controlling points shown on the drawings and 13. The bottoms of footing excavations shall be level, clean and free of loose material or water when concrete is placed. should be in an approximate parabolic drape between supports, unlessnoted Over excavation shall be filled with concrete or properly compacted fill that has been tested and approved by the soils otherwise. Low points are at mid -span unless noted otherwise. Harped tendons shall be straight between high and low point controls. engineer. Backfill shall not be placed until supporting foundations, walls and slab have attained sufficient strength to support lateral soil pressure. 12. PRESTRESS COVER All dimensions showing the location of pre -stressing tendons are to the 14. Concrete placement shall be monolithic in one continuous operation uniformly placed and must be vibrated and well center of gravity of the tendon (CGS) unless noted otherwise. consolidated unless shown otherwise on plans. Dual pour is defined by ACI as to when 1st. & 2nd. pour can not be vibrated together. 13. MINIMUM CHAIRING Tendons shall be secured to a sufficient number of positioning devices to 15. Floor slab shall be poured level to 1/8" in 10'. ensure correct location during and after the placing of the concrete, and shall be supported at a maximum of 2'-6" on center. Chairs Greater than 16. Requirements for pre -saturation of subgrade soils and daylight setback of exterior footings from any descending 2.5" in size shall be stapled to the formwork. slope shall comply with soil report recommendations. 14. ANCHORS 17. Finish grade around the perimeter of slab shall be constructed such that rain and irrigation water is drained away Anchorages shall be recessed a minimum of two (2) inches. Place two (2) from the slab. #4 bars behind all anchorages, unless noted otherwise. Rebar splices shall shall be 24" minimum and staggered 5'-0" minimum. 18. All site and pad preparation, such as but not limited to shading, compacting of the fill, pre -saturation, and concrete slab base preparation, shall be performed in accordance with the soil engineer's recommendation and soils report. 15. BLOCKOUTS All pockets or blockouts required for anchorage shall be adequately reinforced so as not to decrease the strength of the structure. All 19. Foundation drawings prepared by Gouvis Engineering Consulting Group reflect the structural requirements. Refer to pockets should be waterproofed to eliminate water leakage through or architectural plans for dimensions, depressions, slope, shelves, patios, stoops and porches not shown in foundation into the pocket. drawings. Accuracy of the dimensions and final fit of the building shall be reviewed by the architect and the 16. PIPES contractor prior to construction. Plastic or metal conduits may be embedded in slab providing that the following criteria are met: 20. Waiting period for concrete slabs -on -grade prior to start of construction is as follows: A - Pipes and electrical conduits shall not be embedded in structural a. Do not walk on slab until 24 hours after concrete has been poured. concrete except where specifically approved by the engineer. Maximum b. Begin wall framing 4-5 days after concrete poured. pipe size shall be 1" dia. And located within the Middle third of the c. Begin roof/floor framing 7-10 days after concrete poured. slab. Minimum spacing shall be six (6) times the pipe diameter. Pipes d. Do not load roof prior to 14 days after concrete poured. shall not impair the strength of the member. Provide conduit layout for engineer review and approval. Any group of conduits larger than 2" & 21. No pipes or conduits shall extend under isolated column footing or under continuous wall footings unless specifically closer than 6" shall be considered as an opening and specially trim detailed or approved by the architect, structural engineer and the building official. bars are to be placed around them. B - Conduits must not interrupt the post -tensioned cables. 22. The contractor shall arrange for observation of the work by the soils engineer. The following are requirements of the C - Column caps should be avoided or special reinf. shall be provided by soils engineer: the E.O.R. a. All footing excavations shall be inspected and certified in compliance with the soils report by the soil engineer prior D - It is undesirable to have excess amounts of conduit entering the slab to placing of concrete or steel. at one location. If this condition exists, the conduits must be fanned out immediately. b. Soil conditions, including compacting and moisture content, shall be inspected and certified to be in compliance 17. PENETRATIONS with the soil re soils report b p y the o s engineer prior placing of concrete or steel. Penetrations shall not be permitted in beams except as shown in P.T. c. A certificate of compliance shall be submitted to the building official prior to his foundation inspection and to the drawings or typical details per note 39. architect and structural engineer. 18. INSERTS 23. Prior to the contractor requesting a Building Department foundation All inserts and sleeves shall be cast in place whenever possible. Drilled inspection, the soil engineer shall advise the building official in writing that: and power -driven fasteners will be permitted only when it can be shown a. The building pad was prepared in accordance with the soil report. that the inserts will not spall the concrete and are located to avoid the b. The utility trenches have been properly backfilled and compacted tendons and anchorages. The contractor must locate tendons on the c. The foundation excavations, the soils expansive characteristics and surface and soffit of the slab. bearing capacity conform to the soils report. 19. CHLORIDES MISCELLANEOUS Grout or concrete containing chlorides shall not be used. 1. Grout under base plates shall be non -shrink type and shall have compressive strength equal to or greater than the 20. PUMPED CONCRETE If concrete is placed by the pump method, then horses shall be provided concrete or masonry supporting it. to support the hose. The hose shall not be allowed to ride on the tendons. 2. All grade beams shall be poured monolithically for their entire length. 21. CONCRETE CONSOLIDATION 3. All reinforcing to be accurately and securely located prior to pouring concrete or grouting masonry. The contractor shall take precautions to assure complete consolidation and densification of concrete behind all post -tensioning anchorages. 4. All horizontal reinforcement to have matching dowels at corners of walls. All vertical reinforcement to have matching 22. CONCRETE STRENGTH AT STRESSING dowels to footing, unless otherwise noted. All cables are to be stressed to 100% of the standard jacking force when 5. SHEET ROCK ON FRAMING the concrete strength reaches the required strength, but not later than 84 hours after the concrete pour. If at 84 hours the concrete strength does Stacked sheet rock loading shall be limited to the following quantities in any one room: not reach the required concrete strength, all cables are to be stressed to 5/8" : 16 individual 4x10 sheets (8 pairs of sheets) 20% of the standard jacking forces. 1/2" : 20 individual 4x10 sheets (10 pairs of sheets) At jacking, the required concrete strength shall be 2800 psi minimum for The shoring of the floor supporting stacked sheet rock is required if the number of sheet rock exceeds the any of the cylinder compression tests and 3000 psi minimum on average quantities listed above. (min. two cylinder breaks). 6. Automatic sprinkler system specification &details by others 23. TENDON STRESSING Tensioning shall be done by jacking under immediate control of a person 7. The contractor is responsible for taking measures to mitigate the effects of building shrinkage in structures experienced in this type of work. Continuous inspection and recording of consisting of 3 or more stories of wood framed construction. As an alternate, elongations is required during all stressing operations. use MC-15 studs for top plates, sole plates and conventional joists (No I -Joist): 24. CALIBRATION The lower 3 levels of 5 story bldgs. The ram and attendant gauge shall have been calibrated before their use. The lower 2 levels of 4 story bldgs. 25. STRESSING SEQUENCE The lower first level of 3 story bldgs. Uniformly distributed tendons shall be stressed before concentrated beam 8. Structural information as Beams, Columns, Posts, Guiderails, Hoist Beams, Foundation Pits, etc. strip (banded) tendons, and slab tendons shall be stressed before beam shown on structural drawings related to roof/floor system of elevator's hoistways and machine rooms are tendons. preliminary and may be changed or items added once we are provided with elevator submittals. 26. ELONGATIONS Individual tendon field readings of elongations and/or stressing forces shall not vary by more than ±7% from calculated required values shown on 9. All horizontal and vertical piping, conduits, ducts or other openings in/through elevated or on the shop drawings. If the measured elongations vary from calculated values grade slabs shall be installed per the manufacturer installation manual and meet the clearances & by more than ±7%, the contractor shall provide friction calculations and/or requirements shown on detail 13/SC323 or have approval in writing from the Structural Engineer other justification to the satisfaction of the engineer. of Record. Avoid any horizontal piping, conduits, openings and ducts, in areas with congested 27. MEMBER FORCES reinforcement such as near columns, column caps and column strips. Vertical pipes, conduits and other openings may be allowed at these areas upon verification The post -tensioned force provided in the field for each structural member with Structural Engineer of Record. More reinforcement, concrete and/or other members may be shall not be less than the values noted on the structural drawings. In this added to meet requirements in such conditions. context, structural members are beams or slabs, whether with banded or distributed tendons, each serving their respective tributary. DEFERRED APPROVAL: 28. TENDON ENDS Do not burn off tendon ends until the entire floor system has been Elements of structure that are marked "by others" shall be excluded from this work permit. satisfactorily stressed and the engineer's approval is obtained. The General contractor shall first submit separate drawings for the above elements to the FOR for their review and if stressing end anchors and wedges shall be spray painted with rust-oleum or a Similar coating for corrosion protection. Install grease caps within the approved, then submit to the building officials for their review and approval. following 24-hour period. City approval shall be obtained prior to installation of element subjected to deferred approval. 29. GROUTING OF STRESSING POCKETS Stressing pockets shall be filled with pre -approved non -shrink Some structural systems are defined as vendor -designed components per the structural documents. These elements high -strength grout After stressing, painting & grease -capping to stop of the design are deferred submittal components and have not been permitted under the base building application. moisture penetration. The contractor will be required to submit the stamped component system documents to the building official for 30. DE -SHORING approval. Slabs or beams may be de -shored when all tendons have been satisfactorily stressed and concrete has reached its 90% of strength, Documents for deferred submittal items shall be submitted to the architect, who shall review them for general and engineer's approval is obtained, unless shoring is required to carry conformance to the design of the building. the contractor shall submit these reviewed deferred submittal floors on above levels. Storage of construction materials or operation of fork -lifts is not allowed until 5 days after stressing the pour. documents to the building official. The deferred submittal items shall not be installed until the design and submittal 31. CONCRETE WEIGHT documents have been approved by the building official. All concrete shall be of regular weight of 150 pounds per cubic foot The following list includes the items that are defines as deferred structural submittal components. Refer to the unless noted otherwise. architectural, mechanical, electrical, and civil drawings for additional deferred submittal components. 32. AGGREGATE Size aggregate shall conform to ASTM C33. Deferred structural submittal components: 1. Storefront system 2. Elevators and the elevator connection to the structure, see item 8 under Misc. for more info. 3. Fire alarm system 4. Fire sprinkler system 5. Guardrails and Barrier Cables 6. Prefabricated stairs and connections 7. Wood roof trusses 8. Window washing equipment 33. CEMENT Shall be type 11. 34. CONCRETE AGE No more than 60 minutes shall elapse between concrete batching and concrete placement unless approved by testing agency. 35. WET SET Reinforcement may not be wet set in concrete pours. 36. ROUGHENED SURFACES Where indicated on the drawings, roughened surfaces shall be provided by means of heavy raking or grooving. Other methods may be acceptable pending written approval from the engineer. All Interfacing surfaces must be clean and free of loose materials. 37. ADMIXTURES No admixtures shall be added to the concrete mix without the approval of the engineer, unless noted otherwise. Admixtures or concrete containing chlorides shall not be used in the post -tensioned slabs. 38. A max of 1/4" tolerance is allowed for tendon profiles. 39. Typical details shall apply if not called on plans or sections. 40. Concrete Slabs and elevated decks are subject to cracking. Cracks wider than 1/32 inch or longer than 5ft. shall be pressure injected by pre -approved low viscous high strength epoxy in contractor/owner expense. The contractor shall consider up to 7% of the cost of elevated decks for injection fees. 41. All chairs, slab bolsters and holdowns or anchor -bolt holders contacting the bottom form and exposed to weather at soffit shall be coated to avoid corrosion. 42. If placing of concrete is halted for more than 15 minutes, contractor shall provide continuous vibration along the edge of pour to keep concrete fresh. Stopping of concrete placement for more than 30 minutes shall be considered as cold jointed and #5x5'-0"Ig. @ 12" O.C. shall be placed in addition to specified reinforcement. 43. All anchors and tendons shall be fully encapsulated. 44. Please refer to the AC1318 Section 8.7.5.6.1 . Code requires minimum 2 tendons for slab passing through the column. 45. Minimum tendon cover for reinforced concrete shall be per table: POST TENSION Exposure condition Min. Cover Tolerance (-) Exposed to earth or weather: 1-1/2" 1/4 inch Not exposed to weather or in contact with the ground: Structural podium slab (3 hr. rated) Unrestrained 2" 1/8 inch Restrained 1" 1/8 inch Structural slabs & walls (1 hr. rated) 1" 1/8 inch Beams (3 hr. rated) (primary reinforcement, ties, stirrups, & spirals) 2" 1/4 inch Beams (1 hr. rated) (primary reinforcement, ties, stirrups, & spirals) 1-1/2" 1/4 inch EARTHWORK 1. All earthwork shall be approved by the soils engineer prior to construction work. 2. Any existing fill or unsuitable soils, as determined by the soils engineer, shall be excavated and replace as properly compacted fill. 3. Extreme care shall be exercised when excavating or grading adjacent to existing structures or improvements so as not to damage or undermine foundations, walls, slabs, utilities, etc. 4. Any import fill soil that may be required shall have a low potential for expansion and shall be approved by the soils engineer prior to importing. 5. All required backfill shall be mechanically compacted in conformance with soil report &, as min., in 8" maximum thick layers. Flooding Is not permitted. Backfdl shall be 0 compacted to 90 /o of the maxim um Y dry density obtainabl e by the ASTM D1557 method of compaction or as specified by soil engineer. 6. Where deep excavation is required, and the necessary space is available, temporary unsurcharged excavations may be sloped back in lieu of shoring. Excavations shall be done as recommended by, and under the observations of, the soils engineer. The top of excavations shall be protected by barricades, etc., to prevent surcharging and bermed to prevent water run-off from entering and eroding the excavation. Adjacent to existing buildings or improvements, the excavation shall be restricted to 1 1/2:1 (horizontal to vertical) downward from the toe of the existing footing, etc. unless special procedures are implemented as recommended by the soils engineer. All applicable requirements of the California construction and general industry safety orders, the occupational safety and health act of 1970, and the construction safety act shall be met. If ample space is not available for the required excavation slope, or as a construction option, shoring may be a possible alternate. The contractor shall follow shoring recommendations by the soils engineer. 7. Do not backfill against walls which are supported top and bottom by slabs until the slabs, top and bottom, have been placed and cured significantly (7 days minimum). 8. Refer to the approved soil report for soil parameters and other information. 9. Shoring by other is required at the new retainng wall adjacent to the stairs. 1 M1 *,I 'Willi tM,\ In GENERAL REQUIREMENTS COLD FORMED STEEL 1. CODES AND STANDARDS 1.1 Work shall meet the requirements of the 2016 California Building Code (CBC) based on the 2015 International Building Code (IBC) with reference standards: a North american specification for the design of cold -formed steel structural members ( AISI S100-12) American Iron and Steel Institute (AISI) standard. b Standard for cold -formed steel framing -general provisions (AISI S200-12) AISI standard. c Standard for cold -formed steel framing -header design (AISI S212-07 (2012)) AISI standard. d Standard for cold -formed steel framing -lateral design (AISI S213-07 w/S1-09 (2012)) AISI standard. e Standard for cold -formed steel framing -prescriptive method for one and two family dwellings, (AISI S230-07 w/S3-12 (2012)) AISI standard. f Standard for cold -formed steel framing -truss design (AISI S214-12) AISI standard. g Standard for cold -formed steel framing -wall stud design (AISI S211-07/S1-12(2012)) AISI standard. In Structural welding code -sheet steel (D1.3-08) American Welding Society (AWS) standard. 1.2 All pertinent federal, state and local codes. 1.3 The most stringent requirements shall govern in conflicts between specified codes and standards. 2. PRODUCT IDENTIFICATION 2.1 All member designation shall follow the criterion per icc report esr# 3064p product technical information by the Steel Stud Manufacturers Association (SSMA) a All ssma products have a four part identification code which identifies the size (both depth and flange width), style and material thickness of each member Member depth: Flange width: (example: 6" = 600 x 1/100 inches) (example: 1 5/8" = 1,625" = 162 x 1/100 inches) all member depths are taken in 1 /1 00 all flange widths are taken in 11100 inches inches for all 'T' sections, member depth is the inside to inside dimension Style: ' (example: stud or joist section = S) the fourth alpha character utilized by the designator system are: S = stud or track T = track section U = channel section F = furring channel section 54 1 Material thickness: (example: 0.054 in. = 54 mils; 1 mil = 1/1000 in.) material thickness is the minimum base metal thickness in mils. minimum base metal thickness represents 95% of the design thickness L::5 L:5 a�l .6 C-stud/joist track channel furring channel S-sections T-sections U-sections F-sections 3. QUALITY ASSURANCE 3.1 Inspection and Quality Control as follows: a Contractor shall provide effective full time quality control over all fabrication and erection activities. b As required by the building deparment and/or official, owner's testing agency may inspect the maintenance of a quality control program including spot checking weldments and welding procedures accordance with aws standards. c Steel framing manufacturer shall provide a qualified representative for periodic on -site review of fabrication and installation in accordance with manufacturers recommendations. d Inspection by owner's testing agency is not intended to be comprehensive or complete. Full responsibility for quality control shall remain with contractor. e Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section . 4. SUBMITTALS 4.1 Truss calculations and plans. 4.2 Refer to SN-1 for additional requirements. 5. PRODUCT HANDLING 5.1 Delivery and storage shall be as follows: a Deliver product to project site in manufacturer's unopened containers or bundles. b Protect metal framing units from rusting and damage. c Material shall be fully identified with name, brand, type and grade d Store off grou nd nd in a dry ventilated space or protect with suitable waterproof coverings and or membrane as required from the weather elements. 6. MANUFACTUR ERS 6.1 All framing members shall be manufactured and supplied of the same type and size as shown on the plans or by pre -approved equivalent members. 7. MATERIAL 7.1 Painted Material: a All painted 54 mil or heavier material shall be shaped from steel that corresponds to the re quirements uirements of ASTM A-101 p q 1 grade 50 or ASTM A-1008 grade 50, with a minimum yield of 50,000 psi. b All painted 43 mil or lighter material shall be shaped from steel that corresponds to the requirements of ASTM A-1008, grade c, or ASTM A-1011, grade c, with minimum yield of 33,000 psi. c All painted material and accessories shall be primed with rust inhibitive paint meeting the performance requirements of tt-p-636c. 7.2 Galvanized Material: a All galvanized 54 mil or heavier material shall be shaped from steel with a minmum yield of 50,000 psi. and ultimate of 65,000 psi. b All galvanized 43 mil and lighter material shall be shaped from steel with a minmum yield of 33,000 psi. & ultimate of 45,000 psi. c All galvanized material shall be formed from steel having a g-60 galvanized coating meeting the requirements of ASTM A653. 7.3 All cold formed steel base material shall have the minimum thickness as indicated: 97 mil - 0.0966" (12 ga.) 33 mil - 0.0329" (20 ga. structural) 68 mil - 0.0677" (14 ga.) 30 mil - 0.0296" (20 ga. drywall) 54 mil - 0.0538" (16 ga.) 27 mil - 0.0269" (22 ga.) 43 mil - 0.0428" (18 ga.) 18 mil - 0.0179" (25 ga.) 7.4 All welding and welding rods shall to conform to the following: a For welding 43 mil and lighter members - E60xx b For welding 54 mil and heavier members - E70xx c All welding to be performed by certified light gage welders. d All welds shall be touched -up with a zinc -rich paint for galvanized material. e All welds shall be covered with compatible paint for painted member. 7.5 U.N.O., all screws shall be per graber or compass international or equal 7.6 All 0.100" diameter pins shall be per erico tools & fasteners or equal 7.7 Refer to typical details for point style, edge distance and spacing requirements 7.8 Any substitutions must be pre -approved in writing by the engineer of record. 8. SHOP FABRICATION 8.1 Framing components may be preassembled into panels prior to erection phase and prefabricated panels shall be square with components attached in a manner to prevent racking. 8.2 All framing components shall be cut squarely for attachment to perpendicular members or as required for an angular fit against abutting members. 8.3 Members shall be held positively in place until properly fastened. 8.4 Provide insulation equal to that specified elsewhere in all double jamb studs and double header members' void space which will not be accessible to the insulation contractor 8.5 Axially loaded studs a Studs shall have full bearing against inside track web prior to stud and track attachment. b Splices in axially loaded studs are not permitted. 9. TCASE 9.1 Inspection a Prior to installation, inspection of work from all other trades must be verified complete and accurate to the point where the installation may properly commence in strict accordance with framing shop drawings or approved framing plans and details. 9.2 Discrepancies a Immediately notify the architect and/or the engineer of record of all discrepancies b Do not proceed with installation in areas of discrepancies until such discrepancies have been fully resolved. c The steel shall conform to one of following ASTM standards: A653, A875, A792, A463 & A1003. 10. FIELD ERECTION 10.1 Walls a Erect framing and panels plumb, level and square in strict accordance with the approved shop drawings or approved framing plans and details. b Handling and lifting of prefabricated panels shall be done in a manner as to not cause distortion and or damage in any member. c Track shall be securely anchored to the supporting structure as shown on the fabrication and erection drawings. d At track butt joints, abutting pieces of track shall be securely anchored. e Studs shall be plumbed, aligned and securely attached to the flange, per screw schedule. f Jack studs or cripples shall be installed below window sills, above window and door heads, at free standing stair rails and elsewhere to furnish support, and shall be securely attached to supporting members. g See plan for wall bracing requirements. In Formed wall openings shall include lintels and supporting stud as shown on the plans. i Temporary bracing shall be provided until erection is completed. j Diagonally braced stud walls, where occurs, as indicated on the drawings shall be provided at locations designated as "shear walls" for frame stability and lateral load resistance. additional studs, when necessary, shall be positioned as indicated on the drawings to resist the vertical components. no diagonal braces are required where sheated type shear walls are called out on plans. k Efforts shall be made to prevent loose diagonal braces where they occurs. I Complete uniform and level bearing support shall be provided for the bottom runner/track. m See typical detail for top track splice. n U. N.O., provide jamb - studs at each end of header. o See manufacturer's icc report for interior non -bearing wall studs. p Provide #10 at 12" max. o.c. sole screws at bottom track to framing below. 10.2 Cold formed steel joists, Beams & Headers a Joists, rafters and trusses shall be located directly over bearing studs, u.n.o. b U.N.O. provide web stiffeners at all supporting points for all beams, headers and joist and at points where indicated by plans or shop drawings at location of concentrated loads. c See plan for joist bridging requirements. Wire tied bridging shall not be permitted. d End blocking shall be provided where joist ends are not otherwise restrained from rotation. e Additional joists shall be provided under parallel partitions and around all floor and roof openings which interrupt one or more spanning members unless otherwise noted. f All bearing headers shall be placed at top of wall per typical details u.n.o. g Provide joist blocking or double the joist under interior walls above. 10.3 Cold Formed Steel Trusses a Trusses shall be located directly over load bearing studs. b Required cross bracing, as indicated on plans, shall be installed immediately after erection of the roof trusses. 10.4 Field Painting a Touch-up the shop applied protective coatings damaged during handling and installation. Use compatible primer for prime coated surface and use galvanizing paint for toucing up galvanized surfaces. 10.5 Screw schedule Connection Screw Schedule 1. Stud to track flanges 1- #8 @ each flange 2. Rafter to top track or beam 2- #8 3. F/J to top track or beam 2- #10 4. F/J to rim track 1- #10 @ each flange 5. Flush beam to top track 2- #10 from each joist of beam to top track 6. F/J or R/R to ledger flanges 1- #10 each flange 10.6 Framing notes a Roof trusses, roof rafters and floor joist shall be aligned with bearing studs below u.n.o. b Where 2nd floor bearing studs are not aligned with studs at 1st floor, provide web stiffener for rim track or rim block under 2nd floor studs and/or provide an L header between bearing studs. Consult GECG,Inc. for L header size. c Refer to detail in sheet SD-2 for typical top track splice. Where continuous rim track ledger is provided, splice of top track is not required. d All structural wall studs shall be bridged at mid -height or 4'-0" o.c. max or whichever is smaller per detail in sheet SN-2 u.n.o. contractor to provide adequate bracing to prevent racking and skewing during construction. e Floor joists and roof rafters shall be bridged per detail in sheet SN-2 u.n.o. contractor provides adequate bracing to prevent racking and shifting during construction. f See details in sheet SN-2 for: (1) screw point type, screw point minimum penetration, and min. space and edge distance. (2) stud and joist punch out location. (3) web -stiffeners. g See detail(s) in sheet SN-2 for typical shear panel contruction. h All reinforcing "I" angles can be replaced by a track cup section or stud or joist section of same gauge. i All continuous straps can be replaced with continuous stud or track section with notched flanges. j All 2" x 2" and 1 1/2" x 1 1/2" angle clips can be substituted w/ simpson "Is" clips with length not shorter p g r than was specified on plans and details and with same number and size of fasteners required. clip angles can also be substituted with web stiffeners with required number and size of fasteners. k Where simpson hangers are needed and/or specified, each nail shall be replaced with a #10 screw and attached to the steel member or weld may be used per manufacturer's specification. I All simpson straps and clips called out can be substituted with sheet metal or straps clip s ps with same gauge or thicker and with same size or larger fasteners. C`V'6 VIED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC job no. 64755 . drawn GE N E submittal GE 01ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 c 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 co C 0 (0 U 0 -, revision date C f 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 Q- 0 ,__ 0 C (a L +, L N 0 C 0 Q N O N 0 ( , a) consultant: , �yle�or /QN€ 0 ,�k ,.w- L to No. S 52 t- m o c lOWW"21 M �+d CA+1-tN C (O DATE SIGNED: 9/9/19 co 0 owner: U L_ M M co 0 C 0 co co E N I? C N L L 0 L Q co co O L_ Q X N N L 0 (0 c� C) DL C Z L M 0 N LOO -00) C :� < 0 0 c.) U D U W 0- 0 N -1-0 L (D >_ M JQ C:)o F- () Cc :3 C T_ M a)� rr o W °' 44- w -0 > 0 C a L_ < =`1 < a) v 0 ca ^' Cc ( N W > L_:L- 3: 4B Q E >.- M 0 L 0 W m M U 1__L ^ c) Q O , � L.L. E N� o00 Q(D O-) co LL T_ +_ .............. 0 L NlU.:.:-:-:.:-:.:- Q 0 L_ 0- .- Cl) GOU"s :3 ...., ... 1, :::-.-:.-;-;-;-;,�,::,:: U :i:::i:::::�:j: ; X1. ('ot:511?1fN -,ii1U,.�ltif.,. ,",�:,i , � Z - .V 0 -C 15 Studebaker 2 rvin (0 CA 92618 0) C Intine " tel 949.752.1-612 -0 fax 949.752.5 W 21 co j, Palm Springs . -0 to-1 '760.323.5090 N N co Q GENERAL NOTES a� & REQUIREMENTS 0 C Ti Q -° SHEET TITLE M co ��SHEET No S N-1 B N 04TH P.G. SUBMITTAL 09/09/2019 (10 P2 MAT FOUNDATION PLAN - ADDITIONAL REINF. N/S DIRECTION - AREA B SCALE : 1 /8"=11-0" SYMBOLS LEGEND COLUMN STRIP, MIDDLE STRIP, SEE 1 2 3 SC315 SC315 SC315 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'INDICATE TOP STEEL 22--#55T� T-ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP TBAR SIZE - ASTM A615 GRADE 60 "B" INDICATE BOTTOM STEEL 22- #5 BB T-ADDITIONAL BARS NOTE: 1. FOR END STRIP (ES) USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB - Y z = J F- 0- m fr J W U) d 0 C� O z 2" CLEAR TO C --� OUTER BARS DADC Cun%AIKI nn1 3" CLEAR TO OUTER BARS E/W DIRECTIONS STRUCTURAL SLAB =Q J m a_ Jw U)a_ EAST - WEST 2" CLEAR TO nI ITCD DADC DADC CUnIAIAI nK1 3" CLEAR TO OUTER BARS E 6a�WcD FOR CODE COMPLI��ilCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, I1t1C. KEY PLAN EA job no. 64755 drawn GE a� 1i submittal GE T 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 b U) U 0 c� U 0 revision date 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 _aoi 23 4th P.C. Submittal 09/09/2019 O L consultant: L a d No. S 52243 M iEXs.B/$(B121 7� a (� DATE SIGNED: 9/9/19 co owner: U L M co 0 c 0 co co E nL` W Q n� W +1 L 0 Q co L Q X 0 N L 0 L c� Z O Qo 0 n U N U UC/� L- a O 0 rr :3 — M cl) Li °' 114- L Q0) �Q < O 0 c N � E � > U c � Q CD cy) o CO � c� U M < O — = E N =3 0 00 Q) cn LL T— L .3 o f::... 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'..... .... : . . . - : -i " -.11, � I ! 1 �, 1 ;. - :1 . - � - - , - - . : . . : . . i : I : I � : .[��L__ __ __.- I ..,_ - � - � TYP. ALONG PERIMETER, U.V.O.� : � : 1 $ 1 : .h I ,I � � : I I . . : . . � � _17 : P . I � � : � () I : P . ... I ci P : o � ) I �- -- W : . a :J � < I Z 4 : . t - . - - : . - of � ...... ... 11 . I .. . � I _1 . � LU . . . I . F_ I : LU . . ,- I � - , , I _,��, - i �__- U - I � ` i - I � I. / " I. 1'� - : - - . I .. - - .. * I ..................... 11 .� , - - .�� , , - - : : I. W... b r I : . ; : : : : : : ,11f.- I ;� 0 :� ; :i ; � t ; :t : : t A ( I � � : : 1. I I �: ___ ... I � v .... I 0 � : - z : ; - 0 1 : � a : L I I I I ; t I t � : .. F_ . . . � . . 'C", i, - , , vl�, -, , G7 G9 SCALE: 1/8"=V-0" (a PLAN NORTH SYMBOLSLEGEND DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) REBAR <-- DETAIL NUMBER SCXXX <-- SHEET NUMBER CONNECTION OF WALL TO SLAB - 77 In -1- CONCRETE BASEMENT WALL BELOW, SEE I I - .. CONCRETE LOAD BEARING WALL BELOW, SEE _____1 CMU NON -LOAD BRG. WALL BELOW 13 T77-/.__-� CMU LOAD BEARING WALL BELOW . L� * L�` .4 r-, - I -I CONCRETE COLUMNS BELOW, SEE 16 ��3 L - _J - - - - - - CONCRETE BASEMENT WALL ABOVE, SEE , - - ---- � � d - I CONCRETE LOAD BEARING WALL ABOVE, SEE , iLz_z1z1 CMU LOAD BEARING WALL ABOVE � 3 CMU NON -LOAD BEARING WALL ABOVE 12 W.J. WALL JOINT 16 Cx CONCRETE COLUMNS ABOVE, SEE SC 314 FSR 7-X STUD RAILS, SEE SCHEDULE [Bxx BEAM, SEE DETAIL CONCRETE WALL NO. SEE SCHEDULE 12 NOTES 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC323. 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SD-1. 6. FOR STEP IN STRUCTURAL SLAB, SEE SHEET SC-317 7. FOR SLAB CURB, SEE DETAIL 9/SC311, 13/SC31 1. 8. VERIFY SLAB SLOPES WITH ARCHITECTURAL. 9. SEE DETAIL 6/SC313 FOR CMU WALL AND 1/SC317 FOR CONCRETE WALL REINF. AROUND THE OPENING. 10. SEE SHEET SC316 FOR JAMB BAR DETAILS 11. FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, SEE DETAIL 2/SC-323 AND 13/SC-323. 12. CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE & PRIOR TO PLACEMENT OF CONCRETE. 13. FOR PLANTER WALL DETAIL, SEE 11SC313. 14. FOR CAMBER DETAIL, SEE 131SC322. 15. SLAB FORMS SHOULD NOT BE REMOVED UNLESS A SPECIFIED COMPRESSIVE STRENGTH IS REACHED AND AN APPROVAL IS OBTAINED FROM THE ENGINEER OF RECORD. 16. ALL BOTTOM BARS IN THE COLUMN STRIP MUST BE CONTINUOUS OR SPLICED OVER THE SUPPORT WITH CLASS B TENSION LAP SPLICES 1/SC-311. . AT LEAST TWO OF THE COLUMN STRIP BOTTOM BARS IN EACH DIRECTION MUST PASS WITHIN THE COLUMN CORE AND BE ANCHORED AT EXTERIOR SUPPORTS SEE SHEET SC-322. KEY PLAN MENEM FOR CODE COMPLIMICE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. job no. 64755 . drawn -0 GE 0 _Q submittal GE f 0 1ST PC SUBMITTAL a 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 c: 3RD PC SUBMITTAL 06/07/2019 � o 4TH PC SUBMITTAL 09/09/2019 -C (0 C 0 M +� 0 0 -, revision date C f Al2nd P.C. Submittal 04/12/2019 0 - .q_ /2\ 3rd P.C. Submittal 06/07/2019 2 /3'\ 4th P.C. Submittal 09/09/2019 DL _F__ L_ 0 4-- C (O , -C +� a) 2- /\ 0 U) - _T I a Z__\ (D W Z_\ (D +� 4-- 0 9) �) :3 l1 1 1 Q) consultant: 1!;; , L_ 11 11Q, I . I Q) 11 11 N .. L_ W ja5 t- . S 522e M o A= Q. 6W21 .V (_ +� D (0 CI'll I 1 :3 C, >� C M DATE SIGNED: 9/9/19 _C0 @ owner: :t 0 L_ co -0 M W 4- 0 C: 0 co U) E a) a C a) +1 � E L_ 0 L_ D_ co co Q) L_ DL a x ) Q) F +-: +1 :3 0 .I_- :t 3 +_1 L - M > a C Z CO L_ a) 0 Q o 0 a- LO L� G) C: �i < 7C) Q) 0 Ou D C) 7 0 L_ 0- O L_O >_ M 0 = M W>194-0 LU -i < cy) 0- 6 _U (O L_ < O :3 DL = < (1) (.) 4- M - 0 Ta) a) +_ .- C -0 W Cl) E a - <> 0 CO C: (I M 0 M • E < c) 0- O . W N " ED -C 0") M LL V_ :t 0 a)L_ a : 0 . Q_L_ Q) > . � S 75:) ...... "" ..._ 11� �.. .... .......ii!i���'iii��i��;!�il��"".�.,.i;ill:i'�,, ...... .. . .....i�iii�i��i;i��!�i�i����i��i;i�ii��;�:ii�i:i�ii,:ii�i:i�;�i"",; i�i��:�,i .. ... x ..', ,..'... r01*1A,t�zgfvV.V, itfc.`�.fl) q) a) C 15 Studebaker +� T Irvine. M CA. 92611 8 U) C � trvine (0 L_ tel 949.752.1612 -0 fax 949.751-53-21 W F +� Pal Springs. >� PaImSprings � , . . -0 tel 7-601.321.5090 _U (D +� (_ a) co (D P1 SLAB PLAN DL (LD- AREA A U) F M 0- -0 SHEET TITLE (_ M W C -SHEET SHEET NoSC-21 1 A a- -0 m4TH P.C. SUBMITTAL -a = 09/09/201 MI w SCALE: 1 /8"=1'-0" PLAN NORTH SYMBOLS LEGEND 1 2 4 3 COLUMN STRIP, MIDDLE STRIP, SEE SC322 SC322 SC322 SC322 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'INDICATE TOP STEEL 22- #S TT ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'B" INDICATE BOTTOM STEEL 2- ##55 B� �-ADDITIONAL BARS NOTE: 1. FOR END STRIP (ES) USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB Y Z = Q H d CD J W U) d O O z T' CLEAR TO ' ni irC:D QADc MAMC cunXneni nni 1" CLEAR TO OUTER BARS ENV DIRECTIONS STRUCTURAL SLAB 1" CLEAR TO OUTER BARS MAMCI curvn1n1 r-lni 1" CLEAR TO OUTER BARS KEY PLAN REVIL7ED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTHAMERICA, In G. job no. 64755 drawn GE a� L submittal GE E 0 1ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 0 tt1 U 0 -, revision date 1 2nd P.C. Submittal 04/12/2019 �_ 2 3rd P.C. Submittal 06/07/2019 L.. 0 3 4th P.C. Submittal 09/09/2019 0 q) consultant: R�cyFsstQ�, N © No, 5228�„ M o Exp. 6f$0121 CA1-l�r DATE SIGNED: 9/9/19 (Downer, U L 0) 0 C 0 E ID nL 1.L N L 1.. 0 L Q L Q X N W 0 i-+ 3 L Z o L 0 C:)N 0 a- [T'' 5 VI p�U U O -0 � r 0 Cc M � � C: LIJ °' L Q �QLQ & Q a) p i>> 4-a OC a U E M 0) L o CO U � M ^^ C) • � L� N O o0 � � � m LL r .3 0 4 nL\ ^W D- 0 ^L^ W > GOU"S 73 toe sujnngt,�v utt: }! 15 Studebaker N Iry in-e L CA 92618, .... ......... . Irvine tel 949.752.16 1:2 fax 949752.5321 pangs teI76 323.5090 a� Q P1 SLAB PLAN ADDITIONAL REINF. N/S DIRECTION Q AREA A -0 SHEET TITLE C- (0 •SHEET No SC 212A co m4TH P.C. SUBMITTAL 09/09/2019 SYMBOLS LEGEND COLUMN STRIP, MIDDLE STRIP, SEE 1 1 2 3 4 SC322 SC322 SC322 SC322 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE — ASTM A615 GRADE 60 'INDICATE TOP STEEL 2�#5 T� T—ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE — ASTM A615 GRADE 60 INDICATE BOTTOM STEEL 22— #5 BB T—ADDITIONAL BARS NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB E/W DIRECTIONS STRUCTURAL SLAB KEY PLAN PLAN NORTH CE'`'CV'ED FOR CODE COMPLIANCE BUREAU VERITAS NORTH AMERICA, INC, job no. 64755 drawn GE a� E submittal GE s 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 C: 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 S✓ 0 c� U 0 revision date 1 2nd P.C. Submittal 04/12/2019 3rd P.C. Submittal 06/07/2019 ° L 3 4th P.C. Submittal 09/09/2019 a N L 0 c� L 0 co c� a N co 0 0 m a3 consultant: pCk aD a S 5226 r m 0 C- * ►. srscu�� # DATE SIGNED: 9/9/19 owner: U L 0 C 0 co co E nL W a nC- W L L 0 L a co W W L a X n� W 0 i / L a Z O L Qo o n Lo ICY) -0 �Q U pU 0 U cn a 0 >- cU 0 o �- CD C to 0 LLJ °' w D- Q a< a) p co � a U L CU 0 W rr CU U c� O •L E M` N p 00 W 0-) m L 0 nL\ W a 0 Gouvis ........ ... .... na W U for r r n7sraitb lru ' t�y 1 15 Studebaker o Irvine L CA 9261 8. �� Irt�inc tel 949.752,16 t:2 fax 949.752.5321 co > Palm Springs. te1760.323.5090 ° ° a P1 SLAB PLAN m ADDITIONAL REINF. E/W DIRECTION AREA A a SHEET TITLE c c� SHEET No SC 213A Cn 4TH P.C. SUBMITTAL 09/09/2019 SYMBOLS LEGEND job no. 64755 P1 SLAB PLAN — AREA B 6 SCALE: 1 /8"=V-0" PLAN (a NORTH DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) REBAR X F- DETAIL NUMBER SCXXX <-- SHEET NUMBER CONNECTION OF WALL TO SLAB CONCRETE BASEMENT WALL BELOW, SEE SC-316 -==-�CONCRETE LOAD BEARING WALL BELOW, SEE 4 SC-313 CMU NON -LOAD BRG. WALL BELOW 9 -- 13 CMU LOAD BEARING WALL BELOW SC-313 r16y 3 L�_d CONCRETE COLUMNS BELOW, SEE SC314 SC314 4 CONCRETE BASEMENT WALL ABOVE, SEE SC-316 CONCRETE LOAD BEARING WALL ABOVE, SEE 3 SC-313 8 CMU LOAD BEARING WALL ABOVE SC-313 5 CMU NON -LOAD BEARING WALL ABOVE SC-313 12 W.J. WALL JOINT SC317 16 CX CONCRETE COLUMNS ABOVE, SEE SC-314 SR-X STUD RAILS, SEE SCHEDULE 1 SC-324 B xx BEAM, SEE DETAIL 1 2 3 SC-321 SC-321 SC-321 CONCRETE WALL NO. SEE SCHEDULE 12 SC-316 NOTES- 1 - VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC323. 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SD-1. 6. FOR STEP IN STRUCTURAL SLAB, SEE SHEET SC-317 7. FOR SLAB CURB, SEE DETAIL 9/SC311, 13/SC311. 8. VERIFY SLAB SLOPES WITH ARCHITECTURAL. 9. SEE DETAIL 6/SC313 FOR CMU WALL AND 1/SC317 FOR CONCRETE WALL REINF. AROUND THE OPENING. 10. SEE SHEET SC316 FOR JAMB BAR DETAILS 11. FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, SEE DETAIL 2/SC-323 AND 13/SC-323. 12. CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE & PRIOR TO PLACEMENT OF CONCRETE. 13. FOR PLANTER WALL DETAIL, SEE 1/SC313 . 14. FOR CAMBER DETAIL, SEE 13/SC322 . 15. SLAB FORMS SHOULD NOT BE REMOVED UNLESS A SPECIFIED COMPRESSIVE STRENGTH IS REACHED AND AN APPROVAL IS OBTAINED FROM THE ENGINEER OF RECORD. 16, ALL BOTTOM BARS IN THE COLUMN STRIP MUST BE CONTINUOUS OR SPLICED OVER THE SUPPORT WITH CLASS B TENSION LAP SPLICES 1/SC-311. 17. AT LEAST TWO OF THE COLUMN STRIP BOTTOM BARS IN EACH DIRECTION MUST PASS WITHIN THE COLUMN CORE AND BE ANCHORED AT EXTERIOR SUPPORTS SEE SHEET SC-322. KEY PLAN REVILCAED FOR CODE COMPLIANCE DEC 19 2019 80REAU VERITA5 NORTH AMERICA, INC. drawn GE N submittal GE 01ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 c: 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 b co c- 0 4- U 0 F. 0 revision date c 1 2nd P.C. Submittal 04/12/2019 aoi 2 3rd P.C. Submittal 06/07/2019 03 4th P.C. Submittal 09/09/2019 a (D L NConsultant- �pQUF�1pN .N wo No. S5226 „M cc o * EXp.6W21 CA1.t a DATE SIGNED: 9/9/19 co 0 owner: L U L 0 0 co co E nL1 W Q 5= N L 0 L Q co nW W L Q X D 0 L Z c) 0 < O 0 3 cy) pU N U U D_ O o cc� o � CD � O O � M LU °' 'qT W _J �— Q a' QQL Q a)O n; Cc E a- > U mm 0 W Cc M U c� O . 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N/S DIRECTION — AREA B N SCALE: 1/8"=11-0" PLAN NORTH SYMBOLS LEGEND COLUMN STRIP, MIDDLE STRIP, SEE 1 2 3 4SC322 SC322 SC322 SC322 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'INDICATE TOP STEEL 22- #5 TT — 7ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF ." f COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 "B" INDICATE BOTTOM STEEL 2- #5 B ADDITIONAL BARS NOTE: 1. FOR END STRIP ES USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB i- D O U) H O Z , 1" CLEAR TO ' nl ITCD RADC MAMC CunIAIKI rin3 1" CLEAR TO OUTER BARS ENV DIRECTIONS STRUCTURAL SLAB z Q mof -i W mm EAST - WEST , 1" CLEAR TO OUTER BARS MAMC' QLJrN%A/AI rlAl 1" CLEAR TO OUTER BARS KEY PLAN RE!'IEt#'rED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC. job no. 64755 drawn GE submittal GE f 0 1ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 c 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 b co 0 M U 0 -, revision date c ('5 2nd P.C. Submittal /� 04/12/2019 a� 2 3rd P.C. Submittal 06/07/2019 L3 4th P.C. Submittal 09/09/2019 (� " L O w-- c M L " N O co c D- W co _ F ■ r consultant:,e� N� L Ui © Noe 0 P2A F M cr 00 EXp.6f"21 M - I ft CAk-�� 3 M MDATE SIGNED: 9/9/19 co 0 owner: U L M ,M,n V! 0 c 0 .rn U) E L. 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OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'INDICATE TOP STEEL 2- ##55 T� T—ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP f:BAR SIZE - ASTM A615 GRADE 60 "B" INDICATE BOTTOM STEEL 2- #5#5�B� ADDITIONAL BARS NOTE: 1. FOR END STRIP (ES) USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB �z Q m Q ry J W u) W O F-- 0 z 1" CLEAR TO nl ITCM DAoc MAno cc L1(l1A/nl /lAl 1" CLEAR TO OUTER BARS E/W DIRECTIONS STRUCTURAL SLAB Q In W U)0- 1" CLEAR TO OUTER BARS DAoe cunXAn.i nni 1" CLEAR TO OUTER BARS Ma"VIEWED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INC job no. 64755 drawn GE a� submittal GE 01ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 0 c� U 0 revision date 1 2nd P.C. Submittal 04/12/2019 (D 2 3rd P.C. Submittal 06/07/2019 L 0 3 4th P.C. Submittal 09/0912019 ci a) consultant:�$o�o Lcittt8 52 i.. O M W . 2 1 M DATE SIGNED: 9/9/19 co 4- 0 owner: U L 0 0 co W E a) ^ 0 N 'C 0 ^L 1.L co no W L n nXn\ nW W 0 .3 L Q Z o E: L Q Ce) 0 ` O N 0 n /L�,�{J��J Q pc)U U D. o 0Cc�� c: LIJ °' d- L Q �' �Q�Q :3 Q a) p Cf a � cn E EL Q cu _E 0) L i_ 0 W c_ m M O •� E N� O00 �oo�m 0 r D- 0 L- D- GOUVIS „i tot srtj n,�gr rr utc ` .v Q 15 Studebaker 4-1 N Iilin,e QW92618 i� L Irvine 2 61 949.7511612 fax 94952532!t Palm, Is i Q tee 7.60323 5090 N C Q P1 SLAB PLAN QL) ADDITIONAL REINF. cO E/W DIRECTION Q AREA B SHEET TITLE c� SHEET No S C 213 B m4TH P.C. SUBMITTAL 09/09/2019 SYMBOLS LEGEND DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) < DETAIL NUMBER < SHEET NUMBER CONCRETE BASEMENT WALL BELOW, SEE a _ = CONCRETE LOAD BEARING WALL BELOW, SEE IE 9 t _ _ _ _ CMU NON -LOAD BRG. WALL BELOW SC313 CONCRETE COLUMNS BELOW, SEE S 9 9 3 SC314 t=�Zlj' CMU LOAD BEARING WALL BELOW SC 313 t�= WALL BELOW SLAB, PERMANENT RELEASE STUD RAILS, SEE SCHEDULE 1 2 3 SC321 SC321 SC321 COLUMN DROP CAP 5'-6" x 5-6" x 10.5" THK BELOW SLAB U.N.O., SEE 6'-0" x 6-0" x 10.5" THK BELOW SLAB U.N.O., SEE 7'-0" x 7-0" x 10.5" THK BELOW SLAB U.N.O., SEE NOTES: VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS. CURBS. RECESSES AND SLOPES. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC323. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SD-1. FOR STEP IN STRUCTURAL SLAB, SEE DETAILS 2&3 SC-333 FOR DIFFERENT DETAIL CASES. SEE DETAIL 6/SC313 FOR CMU WALL AND 1/SC317 FOR CONCRETE WALL REINF. AROUND THE OPENING. FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, SEE SHEET SC-323. CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE & PRIOR TO PLACEMENT OF CONCRETE. UVIEMy'ED FOR CODE COMPLIANCE BUREAU UERITAS NORTH AMERICA, INC. job no. 64755 drawn GE a) IE submittal GE 0 1ST PC SUBMITTAL 0- 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 c: 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 co F 0 U 0 revision date c 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 ^ l.L. N L 0 c� nL\ W 0 co c� Q N 0 -C 4- 0 A) O a) consultant: �44oF1©�v€ L Q No. S 5228 0 r Exp.6/3W21 C: c DATE SIGNED: 9/9/19 owner: U L c� co 0 C 0 W co E N Q C: 4- L S- 0 L_ Q. U) O N Q x N N 0 0 +� c� Z c) 0 Q C)N o L{) 0') Q U p c) D UC/) a O N C:) 0 cc LU (1) C:) 0 �-- Q a' UJ _ QQ L_ < a)O 4 U ca a) E a- > U c >_. CU CY) 0 CO C U-— (0 E ` C:) CON-) 0 'Cr- ...............0 �ma�m LL 0 nL\ ^W S.L. 0 ^L^_ Gou"N fn.1L W D Ue n RX.Xr.% ii:� car rr nZ -t uv uic `` : v 15 Studebaker o Irvine L CA, 92618 V/ Irvine tel 949 752.161:2 fax 949 /523321 > Palm Spring tel '60.323.5090 0 c 0 co Q POST -TENSION PODIUM (L1) SLAB PLAN OVERALL Q SHEET TITLE c� co 'FSHEET No SCj 220 a) �4TH P.C. SUBMITTAL 09/09/2019 POST —TENSION PODIUM (1-1) SLAB —OVERALL BANDED SCALE: 3/32"=l'-0" PLAN (a NORTH SYMBOLS LEGEND I:» 1_1V X F— DETAIL NUMBER SCXXX (--SHEET NUMBER r < PLACEMENT OF BAR (T=TOP, B=BOTTOM) < BAR SIZE N L —J m LO NUMBER OF BARS (USE THE LARGER OF THE TWO, RUN BARS oo CONTINUOUS ACROSS COLUMN GRID.) -#5 B INDICATES ADDED REINF. AT INDICATED POSITION ( TOP OR BOTTOM) LO O F— —� M I TENDON HIGH POINT @ COLUMN (FROM BOTTOM OF SLAB/DROP CAP) L_ _J 0 N BANDED DIRECTION: LL DISTRIBUTED DIRECTION: EFFECTIVE FORCE @3-0" O.0 AFTER LOSSES EFFECTIVE FORCE (KIPS) AFTER LOSSES (640 < TENDON LOW POINT @ MID SPAN DISTANCE (IN.) OF TENDON C.G.S. (FROM BOTTOM OF SLAB) N 1 LL O F — — -k--- COLUMN CAP I I CONCRETE COLUMN L— —J LO 0 MID DEPTH OF SLAB M.D - NOTES: 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC332. 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. SEE SHEET SD-1 6. N/A 7. VERIFY SLAB SLOPES WITH ARCH. 8. FOR PLANTER WALLS ON PODIUM DECK, SEE DETAIL 1/SC313 9. BANDED TENDON DIRECTION: STRAIGHT TEMP TENDON @ 6-0" APART. 10. ALL ENDS OF BANDED & DISTRIBUTED TENDONS ARE LIVE ENDS. 11. CONTRACTOR MUST REVIEW AND APPROVE CONC MIX DESIGN, P.T AND REBAR SHOP DRAWINGS. THEN SUBMIT THE CONTRACTOR APPROVED PACKAGES TO THE DESIGN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO MATERIAL FABRICATION. 12. IT IS THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL DIMENSIONS AND ARCHITECTURAL FEATURES WITH ARCHITECT'S DRAWINGS, AND VERIFY LOCATIONS OF ALL UTILITY EMBEDS AND PENETRATIONS WITH UTILITY DRAWINGS. 13. REFER TO STRUCTURAL PLANS FOR PLACEMENT OF IT IS THE RESPONSIBILITY OF CONTRACTOR TO ALL STRUCTURAL HARDWARE AND IMBEDS. ALL STRUCTURAL IMBEDS MUST BE SECURELY TIED IN PLACE AND INSPECTED PRIOR TO CONCRETE PLACEMENT. 14. SEE CIVIL & ARCH DRAWINGS FOR SLOPING SLAB. (MAINTAIN SPECIFIED SLAB THICKNESS @ ALL LOCATIONS). 15. DO NOT DEPRESS SLAB UNLESS SPECIFICALLY NOTED ON PLANS. 16. POWER DRIVEN STELL ANCHORS SHALL NOT PENETRATE INTO P.T ELEMENT A DISTANCE GREATER THAN THE MINIMUM COVER THE TENDONS. 17. SEE DETAILS 2&3/SC-333 FOR STEPS IN SLAB. 18. PLAY STRUCTURE CONNECTION DETAILS, SEE CIVIULANDSCAPE PLANS. 19. VERIFY WITH PLUMBING, CIVIL & LANDSCAPE DWG FOR LOCATION AND SIZE OF DRAINS. 20. AT LEAST TWO P.T. TENDONS IN EACH DIRECTION PASSING THROUGH COLUMN CORES. 21. REFER TO SHEET SC-331, SC-332, SC-333 FOR ADDITIONAL REQUIREMENTS OF PT CABLE AND REBAR INSTALLATION. r.NIMU FOR CODE COMPLIANCE DEC 19 2019 BUREAU UERITAS NORTH AMMERICA, INC. job no. 64755 drawn GE a� submittal GE f 0 1ST PC SUBMITTAL 02/05/2019 u) 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 b co C 0 ro U 0 revision date C ro 1 2nd P.C. Submittal 04/12/2019 a)_ 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 a a) L O ro a� consultant: Q L FNo. •L S JI.L'Fl M w Q o IExp.6f3W21 CA1-t�� ro DATE SIGNED: 9/9/19 O owner: U L ro ro (n 0 C 0 co co E Q L 0 L Iz U) co N D_ X N N s 0 C L ro C zO L 0 < C:)a) 0 n Lo -C G) p c) N U D L.0 W I? Q N CU O ccCO F— cD n r roLU a) � O � O 'qTI— Q a' n ^, ro W �Qa) O� s E a— > co LLJ E MMM W O ry- M U . ro C:)L 0— E`N 000 N W W LL 0 Alf N Q 0 L Q 0 GOUVIS U x '.... y S'Oi 5111 flg p JU IiSC 0 11 Studebaker 0 I'TL tt�e L ro CA 926I 8, C Irvine tel 949.752.161:2 fax 949.752 5321 Palm springs tel :760.323.5090 0 C a� co Q POST -TENSION � PODIUM (1-1) SLAB PLAN OVERALL BANDED ro Q SHEET TITLE C ro a� SHEET No SC 224 m4TH P.C. SUBMITTAL 09/09/2019 SYMBOLS LEGEND job no. 64755 POST —TENSION PODIUM (1-1) SLAB —OVERALL DISTRIBUTED SCALE: 3/32"=l'-0" I0:1100-ITZ <-- DETAIL NUMBER SCXXX <--SHEET NUMBER I— < PLACEMENT OF BAR (T=TOP, B=BOTTOM) LO < BAR SIZE N I i L _J cn LO NUMBER OF BARS (USE THE LARGER OF THE TWO, RUN BARS ao CONTINUOUS ACROSS COLUMN GRID.) m L(j I I I L- 0 N LL - #5 B INDICATES ADDED REINF. AT INDICATED POSITION ( TOP OR BOTTOM) M 1 TENDON HIGH POINT @ COLUMN A (FROM BOTTOM OF SLAB/DROP CAP) -J BANDED DIRECTION: DISTRIBUTED DIRECTION: EFFECTIVE FORCE @3-0" O.0 AFTER LOSSES EFFECTIVE FORCE (KIPS) AFTER LOSSES < TENDON LOW POINT @ MID SPAN DISTANCE (IN.) OF TENDON C.G.S. (FROM BOTTOM OF SLAB) -k- COLUMN CAP CONCRETE COLUMN L- -J 0 MID DEPTH OF SLAB M.D - NOTES 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC332. 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. SEE SHEET SD-1. 6. N/A 7. VERIFY SLAB SLOPES WITH ARCH. 8. FOR PLANTER WALLS ON PODIUM DECK, SEE DETAIL 1/SC313 9. BANDED TENDON DIRECTION: STRAIGHT TEMP TENDON @ 6'-0" APART. 10. ALL ENDS OF BANDED & DISTRIBUTED TENDONS ARE LIVE ENDS. 11. CONTRACTOR MUST REVIEW AND APPROVE CONC MIX DESIGN, P.T AND REBAR SHOP DRAWINGS. THEN SUBMIT THE CONTRACTOR APPROVED PACKAGES TO THE DESIGN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO MATERIAL FABRICATION. 12. IT IS THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL DIMENSIONS AND ARCHITECTURAL FEATURES WITH ARCHITECT'S DRAWINGS, AND VERIFY LOCATIONS OF ALL UTILITY EMBEDS AND PENETRATIONS WITH UTILITY DRAWINGS. 13. REFER TO STRUCTURAL PLANS FOR PLACEMENT OF IT IS THE RESPONSIBILITY OF CONTRACTOR TO ALL STRUCTURAL HARDWARE AND IMBEDS. ALL STRUCTURAL IMBEDS MUST BE SECURELY TIED IN PLACE AND INSPECTED PRIOR TO CONCRETE PLACEMENT. 14. SEE CIVIL & ARCH DRAWINGS FOR SLOPING SLAB. (MAINTAIN SPECIFIED SLAB THICKNESS @ ALL LOCATIONS). 15. DO NOT DEPRESS SLAB UNLESS SPECIFICALLY NOTED ON PLANS. 16. POWER DRIVEN STELL ANCHORS SHALL NOT PENETRATE INTO P.T ELEMENT A DISTANCE GREATER THAN THE MINIMUM COVER THE TENDONS. 17. SEE DETAILS 2&3/SC-333 FOR STEPS IN SLAB. 18. PLAY STRUCTURE CONNECTION DETAILS, SEE CIVIL/LANDSCAPE PLANS. 19. VERIFY WITH PLUMBING, CIVIL & LANDSCAPE DWG FOR LOCATION AND SIZE OF DRAINS. 20. AT LEAST TWO P.T. TENDONS IN EACH DIRECTION PASSING THROUGH COLUMN CORES. 21. REFER TO SHEET SC-331, SC-332, SC-333 FOR ADDITIONAL REQUIREMENTS OF PT CABLE AND REBAR INSTALLATION. REVIEWED FOR CODE COMFLI�t U, DEC 19 2019 BUREAU VERITAS NORTH AMERICA, INN drawn GE 0 E submittal GE 0 1ST PC SUBMITTAL DL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 0 0 c� U O revision date 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 L 0 3 4th P.C. Submittal 09/09/2019 nQ W L 0 -C nL` W a) consultant: Q4Pv�rp,�, N © No. $ 5228 „ 0 fit. 6f"21 32 a DATE SIGNED: 9/9/19 0 0 owner: U L C� co 0 1: 0 U) co E Q 0 E 0 L 0 co co 0 L_ Q X 0 0 0 L Z o L 0 O 0 o nL(') O U 0 U D U 0 0 /} M o E- CD 0 cc r LIJ °' Nq w aa' a_ ^, t� < W �Qa) O� �U C: 0 n; Cc a) s E > Q MWC W 0 Cc M U c� � 0 . L E ` N 0 00 0 W W H r 0 Q 0 wu"s 0 N .................................................... U co: suj azrvuv u{c " •v 0 1 i Studebaker 0 .tfvi e L CA 92618. 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U _J \ 3rd P.C. Submittal 06/07/2019 /34th P.C. Submittal 09/09/2019 CMU NON -LOAD BRG. WALL BELOW DL \ +_ L Z_\ 0 r-, - J CONCRETE COLUMNS BELOW, SEE +_ L. _F_ - CMU LOAD BEARING WALL BELOW b Z_\ rz:17,_7A U) M - r -- 8-a Z_\ a) WALL BELOW SLAB, PERMANENT RELEASE ��317 (1) I-_ +� I+-- 0 SR-X 6) STUD RAILS, SEE SCHEDULE 9) :3 A. Q) consultant- 4 �_ 'Z� Ic y.vr,§- -0 � V_ Q) 0- - I �� BEAM, SEE DETAIL N M [B� L.. X a No. JS 15151222"43 f- M -- 0 9x EXP� &W21 z Jc +� :3 4r� Q�� (a cdF :3 c >1 c COLUMN DROP CAP M DATE SIGNED: 9/9/19 - co 0 (Downer: tf Jc 5'-6" x 5-6" x 10. 5" THK K BELOW SLAB U.N.O. I SEE 0 T L_ 0 -0 M ( �6-0" x 6-0" x 10.5" THK BELOW SLAB U.N.O., SEE co ) 4-- 0 c 0 D3 co 7'-0" x 7-0" x 10.5" THK BELOW SLAB U.N.O., SEE ( co E a) NOTES: D_ c: a) +_ ±f L. 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. 3: FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. L_ 0 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR D_ SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. co co (D 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, L.. RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., D_ x SEE SHEET SC323. (D (D 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., _c � SEE TOP OF SLAB FOUNDATION PLANS & FRAMING +� :3 PLANS FOR STAIRS & ELEVATORS. 0 c- 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE :t t PRIOR TO CONCRETE INSPECTION. +_ L_ FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SD-1. 0- c Z c) 6. FOR STEP IN STRUCTURAL SLAB, SEE DETAILS 2&3 SC-333 L..0 < M FOR DIFFERENT DETAIL CASES. () C) 7. N/A 0 a- LO � _F_ 0) 8. VERIFY SLAB SLOPES WITH ARCHITECTURAL, c � < -a 9. SEE DETAIL 6/SC313 FOR CMU WALL AND 1/SC317 FOR Q)0 0 C) CONCRETE WALL REINF. AROUND THE OPENING. 3 -0 - U) 10. N/A L_ U 0 D_ 0 (D _f_J L_ M 11. FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, Q) >_ SEE SHEET SC-323. -0 a) C) � (D - 0 :3 12. CONTRACTOR TO SUBMIT CONSTRUCTION AND c: c: CONTROL JOINTS AT WALLS, FOOTINGS, SLABS = C) M UJ a) 0 FOR ENGINEER TO REVIEW AND APPROVE & PRIOR Jc "qr UJ _J TO PLACEMENT OF CONCRETE. U) - > (9) -0 c � < 0- 13. FOR PLANTER WALL DETAIL, SEE 1/SC313. M < " & < O :3 14. FOR CAMBER DETAIL, SEE 13/SC322. D_ = a) () - _#_J c: U) +_ 15. FOR CONCRETE PONY WALL LOCATIONS, SEE -0 > cu - If a) ARCHITECTURAL DRAWINGS. Q) > -:� (D :L- _0 (D cn E 0 - <> C L_ >' ca LU M . .E 0 oD c: Ef M .0 = (O < C) " 0- E C*" N1 :3 0 00 Q) W ma)m H T_ c- :t 11%NXIM", V " 1, . ..' I+- '.. - 00,11i'll, ., . . . . . . . . . . 0 I., .. .. , 0. �� 11-1.1 ... ........... I'll, ..... "I .... _��' L_ ....."'. ........ .....".. ....... W N'SN'W 1. 1. 11 ..... I .. .... -, a ... .....'.......'. .. . .. ........ .. - ... .:,:.::.:.: 0 . ...X':::,X-;- L_ a Q) > .F in GOMS - I ...... .... ... " _U 111. ,... 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Submittal 04/12/2019 � (USE THE LARGER OF THE TWO, RUN BARS +_ o CONTINUOUS ACROSS COLUMN GRID.) �_ 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 coQ_ LO 'I L � 0 - #5 B INDICATES ADDED REINF. AT INDICATED -C POSITION ( TOP OR BOTTOM) (_ a 0 Lo U) O (z F- -71 D- I 1 1 I TENDON HIGH POINT @COLUMN (FROM BOTTOM OF SLAB/DROP CAP) a) L- -J Lo � CD N aa)i consultant: 9� bra, BANDED DIRECTION: € DISTRIBUTED DIRECTION: L a a WS 522� r�M EFFECTIVE FORCE @3'-0" O.0 0 7k Exp, 21 AFTER LOSSES +� '* EFFECTIVE FORCE (KIPS) AFTER LOSSES co 3 CA41) S-�� TENDON LOW POINT @ MID SPAN C DISTANCE (IN.) OF TENDON C.G.S. DATE SIGNED: 9/9/19 (FROM BOTTOM OF SLAB) co 0 owner: tf Jc N M M 11 LL Ln W O 41 O r ---- COLUMN CAP C 1 CONCRETE COLUMN co L- -J � L1! DL nC W MID DEPTH OF SLAB L M.D - NOTES: ° Q 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. 0) FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 0 0- 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR X SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. N a) 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, -C RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., � SEE SHEET SC332. 0 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING _ PLANS FOR STAIRS &ELEVATORS. Q 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE C: Z Q PRIOR TO CONCRETE INSPECTION. SEE SHEET SD-1. O < M 6. N/A 0 C) 0 n Lo 7. VERIFY SLAB SLOPES WITH ARCH. F_ 0) 8. FOR PLANTER WALLS ON PODIUM DECK, C :� Q SEE DETAIL 1/SC313 -0 0 O 9. BANDED TENDON DIRECTION: STRAIGHT TEMP TENDON @ 6'-0" APART. 0 U C/_ 10. ALL ENDS OF BANDED & DISTRIBUTED TENDONS nDL 0 W ARE LIVE ENDS. L a) >_ cu 11. CONTRACTOR MUST REVIEW AND APPROVE CONC rn MIX DESIGN, P.T AND REBAR SHOP DRAWINGS. THEN C)[- V SUBMIT THE CONTRACTOR APPROVED PACKAGES TO O � `n � THE DESIGN ENGINEER'S OFFICE FOR REVIEW AND Co =UJ ': ^0 APPROVAL PRIOR TO MATERIAL FABRICATION. c a- > � W J 12. IT IS THE RESPONSIBILITY OF CONTRACTOR TO nn ,, VERIFY ALL DIMENSIONS AND ARCHITECTURAL c0 �_ <L Q W 70 FEATURES WITH ARCHITECT'S DRAWINGS AND VERIFY 0-LOCATIONS OF ALL UTILITY EMBEDS AND = a y O PENETRATIONS WITH UTILITY DRAWINGS. U (a °' > 13. REFER TO STRUCTURAL PLANS FOR PLACEMENT OF IT IS THE RESPONSIBILITY OF CONTRACTOR TO 0 W (ii < ALL STRUCTURAL HARDWARE AND IMBEDS. ALL M >1 (� STRUCTURAL IMBEDS MUST BE SECURELY TIED IN M L PLACE AND INSPECTED PRIOR TO CONCRETE o m C � MPLACEMENT. _ . L 14. SEE CIVIL &ARCH DRAWINGS FOR SLOPING SLAB. c� Q C)� � O (MAINTAIN SPECIFIED SLAB THICKNESS @ ALL a)N MM 00 a) fn 0)W � I..L LOCATIONS). Jc :t 15. DO NOT DEPRESS SLAB UNLESS SPECIFICALLY NOTED ON PLANS. 0 16. POWER DRIVEN STELL ANCHORS SHALL NOT _�' L PENETRATE INTO P.T ELEMENT A DISTANCE GREATER N THAN THE MINIMUM COVER THE TENDONS. O i. 17. SEE DETAILS 2&3/SC-333 FOR STEPS IN SLAB. 0- a) 18. 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AT INDICATED C POSITION ( TOP OR BOTTOM) N 0 o r F- -� a TENDON HIGH POINT @COLUMN (FROM BOTTOM OF SLAB/DROP CAP) 0 L- -J Uj 0 o 0, .. r C�[ T /V7 N a) consultant: e t� Q c� L � �If 11 BANDED DIRECTION: �r I DISTRIBUTED DIRECTION: L w a ENO. Sat � m EFFECTIVE FORCE @3-0" O.0 0 ee , 1 AFTER LOSSES EFFECTIVE FORCE (KIPS) AFTER LOSSES c0 �'Y�• �`�� � CAS-i <TENDON LOW POINT @ MID SPAN DISTANCE (IN.) OF TENDON C.G.S. c0 DATE SIGNED: 9/9/19 (FROM BOTTOM OF SLAB) co owner: E N M co 11 LO (n 0 4p 0 r -k-- COLUMN CAP C Y CONCRETE COLUMN co L- -J E LO W AILn`` C)0- a) +, MID DEPTH OF SLAB L_ M.D - L NOTES: ° L D_ co 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. N FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. Q 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR X SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. N N 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, -(-- RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., � SEE SHEET SC332. 0 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., § SEE TOP OF SLAB FOUNDATION PLANS & FRAMING L PLANS FOR STAIRS & ELEVATORS. Q >_ 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE 1= Z Q PRIOR TO CONCRETE INSPECTION. SEE SHEET SD-1. O < M N CO 6. NIA 7. VERIFY SLAB SLOPES WITH ARCH. � () 8. FOR PLANTER WALLS ON PODIUM DECK, C: :� Q SEE DETAIL 1/SC313 -a r 1 N O () 9. BANDED TENDON DIRECTION: D STRAIGHT TEMP TENDON @ 6-0" APART. 0 r 1 _ 10. ALL ENDS OF BANDED & DISTRIBUTED TENDONS �„J 0 N ARE LIVE ENDS. L Q) >_ M 11. CONTRACTOR MUST REVIEW AND APPROVE CONC -0 W O 11 MIX DESIGN, P.T AND REBAR SHOP DRAWINGS. THEN SUBMIT THE CONTRACTOR APPROVED PACKAGES TO 0 T_ [f (n THE DESIGN ENGINEER'S OFFICE FOR REVIEW AND M W ^` 0 APPROVAL PRIOR TO MATERIAL FABRICATION. c W V- W I 12. IT IS THE RESPONSIBILITY OF CONTRACTOR TO 70 Q M a- W ^^'' VERIFY ALL DIMENSIONS AND ARCHITECTURAL m FEATURES WITH ARCHITECT'S DRAWINGS, AND VERIFY C,< L_ a < O LOCATIONS OF ALL UTILITY EMBEDS AND V .6. J PENETRATIONS WITH UTILITY DRAWINGS. N : �:M � If 0 13. REFER TO STRUCTURAL PLANS FOR PLACEMENT OF :t IT IS THE RESPONSIBILITY OF CONTRACTOR TO E a- > L W (/�Q . STRUCTURAL IMBEDS MUST BE SECURELY TIED IN M PLACE AND INSPECTED PRIOR TO CONCRETE o coC: � cU PLACEMENT. � 0 L •- 14. SEE CIVIL &ARCH DRAWINGS FOR SLOPING SLAB. N M co O (MAINTAIN SPECIFIED SLAB THICKNESS @ ALL N fn a)MLOCATIONS). L LJJ 15. DO NOT DEPRESS SLAB UNLESS SPECIFICALLY NOTED ON PLANS. , 16. POWER DRIVEN STELL ANCHORS SHALL NOT PENETRATE INTO P.T ELEMENT A DISTANCE GREATER 11 THAN THE MINIMUM COVER THE TENDONS. 0 ........... 17. SEE DETAILS 2&3/SC-333 FOR STEPS IN SLAB. nQ T 18. PLAY STRUCTURE CONNECTION DETAILS, SEE CIVIL/LANDSCAPE PLANS. co GOUVIS :) ... '... ... �. 1.1.11, . .... . .. ..... ..... .. ..... ..... -.111 ........ I '' .. - - - - .. .. .. , I. .. 1 I''.....".. ... ... 1. .. .... - - - .''. '' , 19. VERIFY WITH PLUMBING, CIVIL &LANDSCAPE DWG U..... . I ... .... I ...... .. ... FOR LOCATION AND SIZE OF DRAINS. corm?.rnZgsduU ��ic.'"'.v 20. AT LEAST TWO P.T. TENDONS IN EACH DIRECTION N 15 lStudebaker PASSING THROUGH COLUMN CORES. ° I'ry ilie 21. REFER TO SHEET SC-331, SC-332, SC-333 cO CA, 926I8 FOR ADDITIONAL REQUIREMENTS OF PT CABLE 0) AND REBAR INSTALLATION. C 11 ne ( id 949.751 161.2 ;o'n fay 9'4- E5N.53! : r 1 Palm Spnngs R��CIV D FOR CODE COp,�PL1A;j!, tel 760 323,5090 DEC 19 2019 A E BUREAU VERITAS 4ORTAI AMERICA,11'd a) Q POST -TENSION PODIUM (L1) SLAB PLAN POST TENSION -DISTRIBUTED AREA A DL -0 SHEET TITLE C M co C ' SHEET No SC 225 A KEY PLAN m4TH P.C. SUBMITTAL 09/09/2019 POST -TENSION PODIUM (1-1) SLAB PLAN -AREA B SCALE : 1 /8"=1'-0" (a PLAN NORTH SYMBOLS LEGEND job no. 64755 drawn GE DROP IN SLAB / (VERIFY PRIOR TO CONSTRUCTION) 1� submittal GE DETAIL NUMBER 0 1ST PC SUBMITTAL 02/05/2019 SCXXX SHEET NUMBER co 2ND PC SUBMITTAL 04/12/2019 3 3RD PC SUBMITTAL 06/07/2019 REBAR o 4TH PC SUBMITTAL 09/09/2019 L O .� C CONCRETE BASEMENT WALL BELOW, SEE SC316 4- 0 -, revision date CONCRETE LOAD BEARING WALL BELOW, SEE SC313 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 9 CMU NON -LOAD BRG. WALL BELOW D_SC313 O 0 4- 9 3 C L _ CONCRETE COLUMNS BELOW, SEE SC314 SC314 M L %TTT CMU LOAD BEARING WALL BELOW 2 IL L L L SC-313 WALL BELOW SLAB, PERMANENT RELEASE $ SC-317 SR-X STUD RAILS, SEE SCHEDULE 1 SC324 B xx BEAM, SEE DETAIL 1 2 3 SC321 SC321 SC321 COLUMN DROP CAP 9 D1 5'-6" x 5-6" x 10.5" THK BELOW SLAB U.N.O., SEE SC314 9 p2 6'-0" x 6-0" x 10.5" THK BELOW SLAB U.N.O., SEE SC314 9 D3 7'-0" x 7-0" x 10.5" THK BELOW SLAB U.N.O., SEE SC314 NOTES: 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC323. 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SD-1. 6. FOR STEP IN STRUCTURAL SLAB, SEE DETAILS 2&3 SC-333 FOR DIFFERENT DETAIL CASES. 7. N/A 8. VERIFY SLAB SLOPES WITH ARCHITECTURAL. 9. SEE DETAIL 6/SC313 FOR CMU WALL AND 1/SC317 FOR CONCRETE WALL REINF. AROUND THE OPENING. 10. N/A 11. FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, SEE SHEET SC-323. 12_ CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE & PRIOR TO PLACEMENT OF CONCRETE. 13. FOR PLANTER WALL DETAIL, SEE 1/SC313 . 14. FOR CAMBER DETAIL, SEE 13/SC322 . 15. FOR CONCRETE PONY WALL LOCATIONS, SEE ARCHITECTURAL DRAWINGS. KEY PLAN EEV' rEDFo coo ��� E COMP U kid DEC 19 2019 BUREAU VERITAS NORTH AMERICA, Ifi,. E, Q) consultant: ��QpFIwSv"IQN NNO. •L 8 6226 © 0 * Exp.6W21 �� CAt'►�r � a c (0 DATE SIGNED: 9/9/19 owner: U L 0 C 0 W co E nL, W D_ L L O L a W O N a X N N D 0 C_ M L D_ Z O L 0 Q C)0 ` L( ly Ln CY) pU U U) D_ 0 N M 0 ��—LU a) c) 0 aLU a' D_ Q O 4_0co U ^C^,, ^; CCf) E <> W L 0 _U 0 O •� E` N 0 00 LL 0 ... L a� D_ 0 L na W GOUVIS U.......... ......... ..... .. ... ..... ..... rors ttstgar..;vU, irsc. '':v (D 15 .Studebaker a� Irvine CA 9261H Irvine tel 949 752.1612 fax 949 <525321 Palm Springs tel 760.323.5090 0 0 Q POST -TENSION a� PODIUM (1-1) SLAB PLAN u) AREA B c� Q SHEET TITLE SHEET No SC 221 B 4TH P.C. SUBMITTAL 09/09/2019 POST —TENSION PODIUM (1-1) SLAB PLAN —ADDITIONAL REINF. N/S DIRECTION —AREA B. SCALE: 1/8"=1'-0" ,,i����, �/ PLAN NORTH SYMBOLS LEGEND COLUMN STRIP, MIDDLE STRIP, SEE SC322 SC322 SC322 SC322 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'INDICATE TOP STEEL '—ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 :--B" INDICATE BOTTOM STEEL ADDITIONAL BARS NOTE: 1. FOR END STRIP (ES) USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB Yz = Q J m a_ Q Of J W U) a_ O _ O z 1" CLEAR TO !ll I-=M MAMC MAMn1 Ill%A/AI nKl 1" CLEAR TO OUTER BARS EM DIRECTIONS STRUCTURAL SLAB =Q [--- J CO d- gW W u)a- 1" CLEAR TO OUTER BARS DAMO Cull\Nnl IN 1" CLEAR TO OUTER BARS KEY PLAN I .t CrrED FOR CODE COMPLW40iit DEC 19 2019 BUREAU VERITAS NORTh AMERICA, gfo job no. 64755 drawn GE a� submittal GE Q1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 co C 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 (D_ 2 3rd P.C. Submittal 06/07/2019 L 0 3 4th P.C. Submittal 09/09/2019 'Q O L O C 0 O C M D- N O 0 L 4- 4- 0 9) Q) consultant:����JF�ip4,l N © No. S a22� 0 7�C Exp.6f$E3t21 � FL��GAS° C DATE SIGNED: 9/9/19 O owner: U L M co 4- 0 C O co in E WnL` ^^ 11� C U L 0 L Q n� W L nxn W`` n W O L C Z c) L- Qo �Lp Cy) C Q U pU U o rr 4-0 _o M �C o LU a) W .� C: CL �QLQ a) a) p E >.- Cy) U o CO C U Q O E m N O 00 a W � m LL r— o a� D- 0 ^L D- Xfor suf ,nZgrauf ar:c `"'v 1_-5 Studebak N I'ry it e CA 9261 S. Irvine tel 949.752.161.2 fax 949.7/52 5321 co > Palm Springs tel 760 323 090 0 C- a) C5 Q PODIUM (1-1) SLAB PLAN ADDITIONAL REINF. cO N/S DIRECTION Q AREA B SHEET TITLE co •SHEET No S C 222 B co 4TH P.C. SUBMITTAL 09/09/2019 POST -TENSION PODIUM (L1) SLAB PLAN -ADDITIONAL REINF. E/W DIRECTION -AREA B SCALE: 1/8"=V-0" (a / PLAN NORTF SYMBOLS LEGEND 1 4 COLUMN STRIP, MIDDLE STRIP, SEE 2 3SC322 SC322 SC322 SC322 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 'INDICATE TOP STEEL '—ADDITIONAL BARS TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP REBAR SIZE - ASTM A615 GRADE 60 :1113" INDICATE BOTTOM STEEL T—ADDITIONAL BARS NOTE: 1. FOR END STRIP (ES) USE SAME REINFORCEMENT AS THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. N/S DIRECTIONS STRUCTURAL SLAB Y Z = J H CL m ry J W U) d i ►0 1" CLEAR TO ' ni ir=-) onoc MAMO cun%nrni nni 1" CLEAR TO OUTER BARS ENV DIRECTIONS STRUCTURAL SLAB 1" CLEAR TO OUTER BARS 1" CLEAR TO OUTER BARS KEY PLAN ��vrCED FOR CODE CO,9FL�&a� DEC 19 2019 BUREAU VERITAS NORTh AMERICA, Iga job no. 64755 drawn GE (D :E submittal GE C- 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 C 0 4- t� U 0 revision date ('0 0 2nd P.C. Submittal 04/12/2019 a)_ J3rd P.C. Submittal 06/07/2019 0 L 3 4th P.C. Submittal 09/09/2019 Q N I L 0 c� L � Q) consultant: 0 N L 0 DATE SIGNED: 9/9/19 O owner: U L N 0 C 0 (n E L N D- N L L 0 ^L D- n� W L Q nx W v 0 L Z c) 0 < CY) 0 0 n Lo S C 00 U U D- o Q orr�� �� Lii °' .�r- L J D- Q n < p oC U cc CU L o m M U (� Q O •� M N p o0 W m LL 0 a� D- 0 a NGOUVIS U ' N" t� sttj tts�grv�ta rrtc:' i�, Q) - 15 Studebaker 0 Irvine e C 92618 C Irvine tel 949.752.161:2 fax 949 752 5321 >, Palm Springs. tel 7-60 323.5090 0 a� Q PODIUM (L1) SLAB PLAN ) ADDITIONAL REINF. E/W DIRECTION Q AREA B o SHEET TITLE c� 'FSHEET No SC-223B a) �4TH P.C. SUBMITTAL 09/09/2019 PODIUM (1-1) SLAB PLAN —POST TENSION —DISTRIBUTED —AREA B SCALE: 1 /8"=V-0" (a PLAN NORTH SYMBOLS LEGEND REBAR <-- DETAIL NUMBER SCXXX <-- SHEET NUMBER PLACEMENT OF BAR (T=TOP, B=BOTTOM) LO BAR SIZE N I, 1 L _J m NUMBER OF BARS (USE THE LARGER OF THE TWO, RUN BARS w CONTINUOUS ACROSS COLUMN GRID.) - #5 B INDICATES ADDED REINF. AT INDICATED POSITION ( TOP OR BOTTOM) LO 0 1 1 I TENDON HIGH POINT @ COLUMN (FROM BOTTOM OF SLAB/DROP CAP) L__J 0 BANDED DIRECTION: DISTRIBUTED DIRECTION: EFFECTIVE FORCE @3'-0" O.0 AFTER LOSSES EFFECTIVE FORCE (KIPS) AFTER LOSSES TENDON LOW POINT @ MID SPAN DISTANCE (IN.) OF TENDON C.G.S. (FROM BOTTOM OF SLAB) N M I U_ t( 7 O r lam— COLUMN CAP CONCRETE COLUMN L- -J L() O MID DEPTH OF SLAB M= NOTES: 1. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2. SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3. FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC332. 4. FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5. HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. SEE SHEET SD-1 6. N/A 7. VERIFY SLAB SLOPES WITH ARCH. 8. FOR PLANTER WALLS ON PODIUM DECK, SEE DETAIL 1/SC313 9. BANDED TENDON DIRECTION: STRAIGHT TEMP TENDON @ 6'-0" APART. 10. ALL ENDS OF BANDED & DISTRIBUTED TENDONS ARE LIVE ENDS. 11. CONTRACTOR MUST REVIEW AND APPROVE CONC MIX DESIGN, P.T AND REBAR SHOP DRAWINGS. THEN SUBMIT THE CONTRACTOR APPROVED PACKAGES TO THE DESIGN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO MATERIAL FABRICATION. 12. IT IS THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL DIMENSIONS AND ARCHITECTURAL FEATURES WITH ARCHITECT'S DRAWINGS, AND VERIFY LOCATIONS OF ALL UTILITY EMBEDS AND PENETRATIONS WITH UTILITY DRAWINGS. 13. REFER TO STRUCTURAL PLANS FOR PLACEMENT OF IT IS THE RESPONSIBILITY OF CONTRACTOR TO ALL STRUCTURAL HARDWARE AND IMBEDS. ALL STRUCTURAL IMBEDS MUST BE SECURELY TIED IN PLACE AND INSPECTED PRIOR TO CONCRETE PLACEMENT. 14. SEE CIVIL & ARCH DRAWINGS FOR SLOPING SLAB. (MAINTAIN SPECIFIED SLAB THICKNESS @ ALL LOCATIONS). 15. DO NOT DEPRESS SLAB UNLESS SPECIFICALLY NOTED ON PLANS. 16. POWER DRIVEN STELL ANCHORS SHALL NOT PENETRATE INTO P.T ELEMENT A DISTANCE GREATER THAN THE MINIMUM COVER THE TENDONS. 17. SEE DETAILS 2&3/SC-333 FOR STEPS IN SLAB 18. PLAY STRUCTURE CONNECTION DETAILS, SEE CIVIULANDSCAPE PLANS. 19. VERIFY WITH PLUMBING, CIVIL & LANDSCAPE DWG FOR LOCATION AND SIZE OF DRAINS. 20. AT LEAST TWO P.T. TENDONS IN EACH DIRECTION PASSING THROUGH COLUMN CORES. 21. REFER TO SHEET SC-331, SC-332, SC-333 FOR ADDITIONAL REQUIREMENTS OF PT CABLE AND REBAR INSTALLATION. DEC 19 2019 BUFEAU VERITAS NORTH AMERICA, INC. KEY PLAN AN EA job no. 64755 drawn GE aD Q submittal GE f 01ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 3 4TH PC SUBMITTAL 09/09/2019 b 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 (D 2 3rd P.C. Submittal 06/07/2019 °n 3 4th P.C. Submittal 09/09/2019 nL 1n.'C W L 0 L L 0 ,- consultant: ��o'rSSr��, L X ©~No° 8 52243�, M (>� DATE SIGNED: 9/9/19 co owner: C_ U L (n 0 C 0 co C_ E L_ W n L L 0 Q W co 0 Q X N N 0 L c� C Z c) 0 < C10 N O Q 0 0 U 0 D U Q Q o rr C)�- (DC_ � co LIJ °' � W � ��-< _ c� L QQ O co 4_0 U ^�'' m ^; CC W CD E n < M � W o m �_ M U 0 a O iz E N 00 N W � W �..� � 0 0 Q 0 ^L wi_uvis 1.L N r s�tirs�g gsaup nc f 'v N 15 &udebal er 0 Irvine C.A 9261;R i� Irvine tel 949.752.161.2 fax 949.752.532't > Palm Springs tel '760,323.5090 C (D co a POST -TENSION PODIUM (1-1) SLAB PLAN POST TENSION -DISTRIBUTED a AREA B SHEET TITLE c� SHEET No SC 225B co P.C. SUBMITTAL 09/09/2019 MAX. EQUIP. WT., SEE NOTE 3 8" MAX 2-0" TYP 2'-0" TYP N � #4 @ 12"O.C., E.W. 4" MIN. U z ROUGHEN SURFACE TO (2)-#4 CONT. w ¢ • • <-• tJL 1/4" MIN. AMPLITUDE #4 @ 16" O.C. TYP. SLAB REINF. iv 6„ N #4 @ 12"O. C . , TYP. �\�\�\�\�\�/ SLAB REINF. SEE PLANS z '? • i C M U WALL PER PLAN r • 4 SIDES AO MAT SLAB Y ¢ , - w 1/4" PLATE w TYP W/4-5/8"0 A.B. MAX. EQUIP. WT., SEE NOTE 4 1/4 PLATE SIZE PER MFR. INTERMEDIATE WALLS SURFACE TO @ 8'-0" O.C. E.W. MAX. 1/4" MIN. AMPLITUDE 2'-0" FROUGHEN NOTES: 8'-0" MAX. 8'-0" MAX. 1/2" CHAMFER SECTION WALL 1. LOCATION OF PLATES TO BE a / TYP. VERIFY W/ ELEVATOR MFR. ao J (1)-#4 CONT. 12" MAX. .1 & __Iw- EACH CORNER TYP 2. FOR DRILL & EPDXY OPTION #4 @ 12" O.C. • AND O.C., TYP. 8" MIN. 1/4 iv USE SIMPSON SET-XP 6" MIN. TYP., 4 SIDES -- --_ _ It 8 N @12" 1 1/2" CLEAR TYP. :. <.. EMBEDMENT ESR #2508 WHEN DO NOT CUT OR _______ • DAMAGE ANY R3. EINFORCING BARS. ____,�___ __ < _____ -- -- •-- j--- #4 @ 16' O.C. z z NON -COMPRESSIBLE 1/4" PLATE 4. DETAILS TO BE COORDINATED W/ w Q N SLAB REINF. HIGH DENSITY FOAM 2'-0" TYP. SLAB REINF. W/ 4-5/8"0 A.B. ELEVATOR MFR. SHOP DRAWINGS BY CONTRACTOR. uy SEE PLANS TYP. PLATE SIZE FILL (COMPRESSIVE PER MFR. STRENGTH= 20 psi) �• 5. ANY MODIFICATIONS TO BE SENT i 6" VIA RFI OR SUBMITTAL TO EOR. z • • � CONC SALB ( B) SUSPENDED SLAB OR FORMED CONIC. SLAB a :< PER PLAN 6. CONTRACTOR TO PROVIDE = =-• - 7 - ALLOWANCE FOR ANY ADDITIONAL NOTES: ~ w ELEVATOR MFR. REQUIREMENTS. .; CMU WALL 1. SEE DWGS. BY OTHERS FOR HEIGHT, SIZE, CHAMFERS & LOCATION OF CONC. PADS. PER PLAN 2. COORDINATE REINF. LOCATIONS TO AVOID INTERFERENCE WITH INSTALLATION OF EXP. ANCHORS IF USED. 3. FOR EQUIP. LOAD > 1000 psf ON S.O.G., GET APPROVAL FROM ENGINEER OF RECORD FOR THICKNESS OF PAD. 3" CLR. SECTION @SLAB 4. FOR EQUIP. LOAD > 75 psf ON SUSPENDED SLAB, GET APPROVAL FROM ENGINEER OF RECORD. 244 HOUSEKEEPING PAD 13 CONC CURB ON SUSPENDED SLAB 9 ELEVATOR PLATE CONNECTION 5 X X RFF ARrH r�Wr.. 1'-n,, 3 1/2" L_ CORNER BARS - SAME INTERSECTION HIORIZ RDE NFACING AS STD 180° HOOK CORNER • (2) BARS VERT MIN x INTERSECTION STD 900 HOOK CORNERBARS-SAME SIZE AND SPACING AS HORIZ REINF CORNER STD 90° HOOK TYP WALL END OR OPENING FOOTING INTERSE REINFORCING CTION NOTES: 1. "X" = LAP SPLICE LENGTH. 2. TYP VERT REINF NOT SHOWN FOR CLARITY 3. VERTICAL BARS IN INTERSECTIONS AND CORNERS SHALL BE SAME SIZE AS TYP VERT BARS, #5 MIN. THREADED ROD INSTALLATION SCHEDULE O THREADED ROD DIA. O DRILL. BIT DIA. O MIN. EMBED. DEPTH O MIN. EDGE DISTANCE MIN. ANCHOR SPACING 1/2" 9/16" 4 1/4" 6 1/2" 8 1/2" 5/8" 11 /16" 5" 7 1/2" 10" 3/4" 13/16" 6 5/8" 10" 13 1/4" 7/8" 15/ 16" 7 1/2" 11 1/4" 15" 1" 1 1/ 16" 8 1/4" 12 1/2" 16 1/2" 1 1/4" 1 1/2" 12" 18" 24" REBAR DOWEL INSTALLATION SCHEDULE O REBAR DOWEL DIA. O DRILL. BIT DIA. O MIN. EMBED. DEPTH O MIN. EDGE DISTANCE MIN. ANCHOR SPACING No.4 5/8" 4" 6" 8" No. 5 3/4" 5" 7 1/2" 10" No.6 7/8" 7" 10 1/2" 14" No.7 1" 71/2" 11 1/4" 15" No.8 11/8" 8" 12" 16" No.9 13/8" 10" 15" 20" DRILLED -IN CONC. ANCHORS TOP REINF. FTG. REINF. R=2D MAX. OR 3-0" MAX. TOP REINF. M 1114. FTG BOT. L REINF. SEE TABLE TYP. STEP FOOTING CEO w p X �- FTG BOT. �p < REINF. SLOPE IF REQ'D. STD 90° BY SOIL CONDITION HK, TYP. PER GEOTECHNICAL REPORT 14 NEW EXST'G REBAR INSTALL. ROD INSTALL. 16 12"N�O. ON PLANS TYPICAL STAIR DETAIL GROUND TO FLOOR RECOMMENDED EPDXY INSTALLATION NOTES: _E SLOPED 1. DRILL HOLE OF PROPER DEPTH AND DIAMETER USING A CARBIDE i (U.N.O.) TIPPED DRILL OR CORING BIT. AVOID ANY EXISTING REINFORCING STEEL BY SLIGHTLY RELOCATING HOLES. 2. CLEAN DEBRIS FROM HOLE USING A BLOW BULB OR COMPRESSED AIR. CLEAN HOLE WITH STEEL WIRE BRUSH AND INJECT ADHESIVE INTO DRY HOLE. 3. BLEED A NEW CARTRIDGE WITH 2 TO 3 PUMPS BEFORE INJECTING MORTAR INTO HOLE. 4. PLACE EPDXY GROUT IN HOLE WITH CAULKING GUN OR SIMILAR EQUIPMENT STARTING AT BOTTOM. FILL HOLES APPROXIMATELY 2/3 FULL. 5. COAT DOWEL WITH SAME EPDXY GROUT AND INSERT INTO HOLE, FORCING MATERIAL AROUND SIDES OF THE BAR AND COMPLETELY INTO HOLE FROM EACH END TO ELIMINATE AIR VOIDS.) FILLING ALL VOIDS. (FOR THRU. BOLT INSTALLATIONS INJECT EPDXY 6. PROVIDE SUPPORT FOR REBAR OR ROD BY TYING TO THE OTHER ELEMENT UNTIL GROUT HAS CURED. 7. CONTINUOUS DEPUTY FIELD INSPECTION IS REQUIRED FOR ALL GROUTING AND ANCHOR INSTALLATIONS. REFER TO HILTI PRODUCT TECHNICAL GUIDE FOR MORE 8. REFER TO HILTI PRODUCT TECHNICAL GUIDE FOR MORE INFORMATION. HILT] HY-150 ADHESIVE ANCHORING SYSTEM ICBO NO. 5193 / CITY OF LA. NO. RR 25257 WALL OR SLAB 1/2" PIPE OR CONDUIT PACK WITH MORTAR CAULKING AROUND PIPE WITH SYNTHETIC RUBBER NOTES: 1. 6" DIA. SLEEVES AND SMALLER, SCHEDULE 40 STEEL PIPE OR SCHEDULE 60 PVC PIPE. 2. 8" DIA. SLEEVE AND LARGER, .25" THICK STEEL PIPE. 3. STEEL PIPE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. SLEEVE MAY BE OMITTED IF HOLE IS CORE DRILLED. CORE DRILLING IS - ------ --------- SUBJECT TO ENGINEER'S APPROVAL. DO NOT DAMAGE REINFORCING. 5. FOR FIRE -RATED ASSEMBLY, SEE ARCH OR PLUMBING DWG. 6. OBTAIN APPROVAL FROM ENGINEER OF RECORD FOR HOLES NOT SHOWN ON STRUCTURAL DWG. TYPICAL SLEEVE DETAIL MIN. 1/2" SPACE MAX. 3/4" SPACE (PACK WITH MORTAR) POINT MORTAR AT WALLS OR UNDER SIDE OF SLAB n 12 EDGE OF CONC SLAB 4 1/2" MIN. S.A.D. GUIDE RAIL SUPPORT COL. HSS 6x6x3/8 -3 I BASE 1/2"x7x12" W/2-3/4"O HEADED I I ANCHOR ROD I I 1 1/2" DRY PACK S.O.G. AV- ELEV. PIT WALL ELEVATOR GUIDE RAIL 6 18" MIN. B PIPE SLEEVE EXCAVATION I // CONIC WALL 1" CLR ` I TYP. --------------- 67 CONC w = FTG. 1 N z z , / O z � z (0 1 = ' 2 -- ------ -- --- M X QQ� %� �, d w DO NOT EXCAVATEIll PARALLEL TO MATCH FTG" T-6" MIN. FTG BELOW WIDTH THIS LINE q SECTION B ELEVATION CONC. OR LEAN CONC. FILL PLACE A MIN. OF 3 DAYS BEFORE PLACING CONC. FTG NOTES: 1. REINFORCE OPENINGS FOR SLEEVES OR GROUPS OF SLEEVES LARGER THAN 10" PER THE TYP. WALL OPENING DET. "GROUPS" OF SLEEVES INCLUDES ALL SLEEVES SPACED CLOSER THAN ONE DIA. CLR. 2. NO SLEEVE OR GROUP OF SLEEVES SHALL BE LARGER THAN 16". 3. SEE MECH. & CIVIL DWGS FOR ADDL REQUIREMENTS AT SLEEVES. PIPE SLEEVES THRU 7 STRIP FTGS. REINFORCING SPLICE NOTES: LAP SPLICE LENGTH'L' SEE SCHEDULE 1. FOR SHEARWALLS, USE LAP CLASS SWL U.N.O. REFER ALSO TO "TYPICAL SHEARWALL LAP DETAILS" & "TYPICAL SHEARWALL BOUNDARY REINFORCING DIAGRAM". 2. TOP BARS ARE HORIZ. BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. SHOP OFFSET LAP SLOPE cn 3. BOTTOM BARS ARE ALL VERTICAL BARS & HORIZONTAL BARS W/ LESS THAN 12" OF 1:6 MAX. FOR COLUMNS U CONCERTE CAST BELOW HORIZONTAL BARS. CS = CLEAR SPACE 1:12 MAX. FOR BEAMS 4. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3. 5. FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25. 6. FOR 2 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20. z_ FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33. X NON -CONTACT LAP 7. FOR BUNDLED BARS, AN EFFECTIVE BAR DIA.(dbe) SHALL BE USED FOR DETERMINING ¢� TYPICAL LAP SPLICES _ COVER AND SPACING LIMITATIONS. (0 Q A. FOR 2 BAR BUNDLE dbe = 1.60 (BAR AREA} B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) SPLICE LENGTH SPLICE LENGTH Q SPLICE SPLICE SEE NOTE 6 co LENGTH LENGTH ALT. 1 SPLICE SPLICE SPLICE SEE NOTE 6 U LENGTH LENGTH LENGTH ALT. 2 2 BUNDLE SPLICE DETAILS SPLICE SPLICE SPLICE SEE NOTE 6 STAGGERED SPLICING LENGTH LENGTH LENGTH 3 BAR BUNDLE WITH ALT. 1 (dbe) DERIVED FROM SPLICE SPLICE SPLICE SPLICE it SEE NOTE 6 0 THE EQUIVALENT LENGTH LENGTH LENGTH LENGTH SPLICE OR _ TOTAL AREA OF 2 LAPPING BAR U BARS DETERMINING ALT.2 CS APPROPRIATE CATEGORY 3 BUNDLE SPLICE DETAILS po__ --oo W BUNDLE LAP SPLICES W NOTE: BARS SHALL BE BUNDLED W/ NO MORE THAN 2 BARS IN THE SAME PLANE (Ge, �, 88). BAR SPACING BAR AREA (sq.in.) 0.11 0.2 0.31 0.44 0.6 0.79 1 1.27 1.56 Diameter db 0.375 0.5 0.625 0.75 0.875 1 1.128 1.27 1.41 DEVELOPMENT TYPE CATEGORY DESCRIPTION NORMAL WEIGHT CONCRETE fc PSI #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT 1 COVER >- 2db AND CLR. SPACING >= 4db 3000 21 16 23 18 28 22 34 26 49 38 56 43 63 49 71 55 79 61 4000 21 16 21 16 25 19 29 23 43 33 49 37 55 42 62 47 68 53 5000 21 16 21 16 22 17 26 20 38 29 44 34 49 38 55 43 61 47 6000 21 16 21 16 1 21 16 1 24 19 35 27 40 1 31 45 1 34 50 39 1 56 43 CLASS B 2 ALL OTHERS 3000 28 22 38 29 47 36 56 43 81 63 93 72 105 81 118 91 131 101 4000 25 19 33 25 41 31 49 37 71 54 81 62 91 70 102 79 114 87 5000 22 17 29 23 36 28 44 34 63 49 72 56 81 63 92 71 102 78 6000 21 16 27 21 33 26 40 31 58 45 66 51 74 57 84 64 93 71 3 COVER < db OR CLR. SPACING < 2db 3000 NA NA NA NA 70 54 84 64 122 94 139 107 157 121 177 136 196 151 4000 NA NA NA NA 1 61 47 73 56 106 81 121 93 136 105 153 118 170 131 5000 NA NA NA NA 54 42 65 50 95 73 108 83 121 94 137 105 152 117 6000 NA NA NA NA 50 38 59 46 86 67 99 76 111 85 125 96 139 107 CLASS SWL SEE NOTE 1 BELOW 3000 NA NA 48 34 59 43 71 51 83 59 95 68 107 77 120 86 134 96 4000 NA NA 1 41 20 52 37 62 44 72 52 82 1 59 93 66 104 75 116 1 83 5000 NA NA 37 27 46 33 55 40 64 46 74 53 83 59 93 67 104 74 6000 NA NA 34 1 24 1 42 30 51 36 59 42 67 48 76 54 85 61 95 68 NOTE: 1. USE CLASS SWL LAPS FOR ALL SEISMIC SPLICES LOCATED OUTSIDE FRAME COLUMNS, WALL BOUNDARIES, INCLUDING STRUTS. CHORDS AND DIAPHRAGM REINFORCING. TYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE FACE OF CONC OR POUR JOINT @ STD. HOOK - OUTSIDE FACE OF CONFINING TIES @ SEISMIC HOOK - + n u 2" CLR N FACE OF CONCRETE I 21 4db 4db #3 THRU #8 MIN. 5 db #9, #10 & #11 EMBEDMENT LENGTH NOTES: 1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE TO THE OPPOSITE FACE WITH A MIN. 2" END COVER AND EMBEDMENT NOT LESS THAN THE SCHEDULE. 2. MINIMUM SIDE COVER = 2 1/2". 3. FOR WALL FOOTING DOWEL EMBEDMENT LENGTHS, SEE "TYPICAL CONCRETE WALL DOWEL EMBEDMENT AND LAP SCHEDULE. LCC (EMBED. LENGTH - LCC) 1.6 LENGTH OF CONFINED CORE OF A COLUMN OR BOUNDARY ELEMENT OUTSIDE FACE OF TIE OUTSIDE FACE OF TIE NOTE: 1. STRAIGHT BAR TERMINATED AT A JOINT SHALL PASS THROUGH THE CONFINED CORE OF A SEISMIC COLUMN OR BOUNDARY ELEMENT. ANY PORTION OF THE STRAIGHT EMBEDMENT NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6. STRAIGHT BARS AT A JOINT (SEISMIC ONLY) REINFORCING EMBEDMENT NOTES. 1. TOP BARS ARE HORIZ. BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 2. BOTTOM BARS ARE ALL VERTICAL BARS & HORIZONTAL BARS W/ LESS THAN 12" OF CONCERTE CAST BELOW HORIZONTAL BARS. 3. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3. 4. FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25. 5. FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20. FOR 4 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33. 6. FOR BUNDLED BARS, AN EFFECTIVE BAR DIA.(dbe) SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. A. FOR 2 BAR BUNDLE dbe = 1.60 (BAR AREA) B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) C. FOR 4 BAR BUNDLE dbe = 2.26 (BAR AREA) BAR AREA (sq.in.) 0.11 0.2 0.31 0.44 0.6 0.79 1 1.27 1.56 Diameter db 0.375 0.5 0.625 0.75 0.875 1 1.128 1.27 1.41 DEVELOPMENT TYPE CATEGORY DESCRIPTION NORMAL WEIGHT CONCRETE fcPSI #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP I BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT 1 COVER - 2db AND CLR. SPACING - 4db 3000 16 12 18 14 22 17 26 20 38 29 43 33 49 37 55 42 61 47 4000 16 12 16 12 19 15 23 18 33 25 37 29 42 33 47 37 53 41 5000 16 12 16 12 17 13 20 16 29 23 34 26 38 29 43 33 47 36 6000 16 12 16 12 16 12 19 14 27 21 31 24 34 27 39 30 43 33 STRAIGHT TENSION 2 ALL OTHERS 3000 22 17 29 22 36 28 43 33 63 48 72 55 81 62 91 70 101 78 4000 19 15 25 19 31 24 37 29 54 42 62 48 70 54 79 61 87 67 5000 17 13 23 17 28 22 34 26 49 38 56 43 63 48 71 54 78 60 6000 16 12 21 16 26 20 31 24 45 34 51 39 57 44 64 50 71 55 EMBEDMENT (CLASS A) 3 COVER < db OR CLR. SPACING < 2db 3000 NA NA NA NA 54 42 65 50 94 72 107 83 121 93 136 105 151 116 4000 NA NA NA NA 47 36 56 43 81 63 93 72 105 81 118 91 131 101 5000 NA NA NA NA 42 32 50 39 73 56 83 64 94 72 1 106 81 1 117 90 6000 NA NA NA NA 38 1 30 46 35 67 51 76 59 85 66 1 96 74 1 107 82 SEISMIC STRAIGHT BAR ANCHORED IN SEISMIC FRAME COLOR SHEAR WALL BOUNDARY 3000 23 16 30 22 37 27 45 32 52 37 59 43 67 48 75 54 84 60 4000 21 15 26 19 32 23 39 28 45 32 52 37 58 42 65 47 73 52 5000 21 15 23 17 29 21 35 25 40 29 46 33 52 37 59 42 65 47 6000 21 15 21 15 27 19 32 23 37 27 42 30 47 34 53 38 59 43 HOOK STANDARD ALL OTHERS 3000 6 8 10 12 14 16 18 20 22 4000 6 7 9 10 12 14 16 17 19 5000 6 6 8 9 11 12 14 16 17 6000 6 6 7 9 10 11 13 14 16 EMBEDMENT SEISMIC HOOK ANCHORED IN SEISMIC FRAME COLOR SHEAR WALL BOUNDARY 3000 7 9 11 13 15 17 19 22 24 4000 6 8 10 11 13 15 17 19 21 5000 6 7 1 9 10 12 14 15 17 19 6000 6 6 1 8 9 11 12 14 16 17 TYPICAL STRAIGHT &HOOKED EMBEDMENT LENGTH SCHEDULE MAT REINF., SEE PLAN PROVIDE DOWELS FOR CLASS 'B' SPLICE AT /F CONSTRUCTION JOINT Z SHEAR KEYS FROM NOTES 2x6'S AS SHOWN CONSTRUCTION JOINT 1. JOINT LOCATION SHALL BE PROVIDED BY STRUCTURAL ENGINEER. 2. NUMBER OF 2x6'S USED FOR SHEAR KEY VARIES BASED ON HEIGHT OF GRADE BEAM. 8 I MAT SLAB TYPICAL CONSTRUCTION JOINT 0 3,_`#QED FOR CODE COMPLIANCE DEC 19 2019 BUREAU VERITAS NORTH AMMERICA, I(,'C. 2 job no. 64755 drawn GE N submittal GE L -1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 L co 1= 0 c� U 0 ° revision date � 1 2nd P.C. Submittal 04/12/2019 a°i 2 3rd P.C. Submittal 06/07/2019 L ° 3 4th P.C. Submittal 09/09/2019 Q 0 L 0 C L N 0 to C c� Q N co 0 consultant: N N L 0 S` D S` DATE SIGNED: 9/9/19 owner: _c U L M M U 0 O 0 co E nL, W Q L 0 D_ N to N L Q x N N 0 L c� Z C) L ° Qco (DCDo Lsn G) 0 U N U U (D0 L \ c (Du ^' /r V! o (D Q U cts L W QQ < O co N U� > Q E Mt� U L_ 0 in c:< C) _ U E N :3O 00 ca Mm H s_ v- ... 0 nL\ W Q 0 L Q N D U N 17 Studebaker NIrvine L M CA 92618 3 In ine M tel 949.752.1612 fi ix gilt}. 752.53321. O Palm Springs _Q tel "60.323.5090 N cc a STRUCTURAL CONCRETE a� DETAILS O c0 Q -° SHEET TITLE c� O 'SHEET No SC 311 m co M4TH P.C. SUBMITTAL 09/09/201Ml S CONDITION A C1 AM oCo of AAI CONCRETE SLAB AT RAM MAT SLAB PER PLAN STEP AT MAT FDN V L/'lU 1 LI \ I Lill V P M AM non nl AAI D7 PAD DFD PI ANI PER PLAN PER PLAN 13 14 CHANNEL DETAIL THROUGH MAT SLAB 115 MAT SLAB BEYOND MAT SLAB - COLUMN PER PLAN FOUND., • SEE PLAN. . wo m U_ w Q�� J= w J U a w Q u > - C) "I 1 Z BARS TOP & BOTT. TO MATCH MAT SLAB REINF. AS SHOWN. MAT SLAB FOUND., 2 x "H" (MIN. 4'-0") SEE PLAN. REINF. PER PLAN. NOTE: 1. SEE DETAIL 10/SC312 FOR INFORMATION NOT SHOWN. DROP SLAB Cad MAT SLAB FOUNDATION —COLUMN NOTE: REINFORCEMENT NOT SHOWN FOR CLARITY STRINGER TO FLOOR CONNECTION 19 CONC. WALL WHERE OCCURS PER PLAN. MAT SLAB FOUND., SEE PLAN. 24" #6 24 VERT. BARS TO MATCH F MAT SLAB REINF. SPACING cry WITH #6 HORIZ. BARSLU @ 12" O.C. Q _ �. > o 48XBARQJ = � TYP. Z BARS TOP & BOTT. ' TO MATCH MAT SLAB REINF. AS SHOWN. MAT SLAB FOUND., SEE PLAN. 2 x "H" (MIN. 4'-0") REINF. PER PLAN. DROP SLAB @MAT SLAB FOUNDATION CONC. WALL WHERE OCCURS. I CONC. WALL E PLAN SE • MAT SLAB 1 I .:• =w #5 @ 12" O.C. VERT U o O #5 @ 12' O.C. HORIZ Cn Q i� > w \ 12" WALL > � w ' N U Y � Q ~ f: W U #6 @ 12" O.C., E.W. SECTION @ELEVATOR PIT AT PERIMETER WALL CONC. WALL WHERE OCCURS. j I I I 1 I I I I MAT SLAB ! ! Y S m Q J Q _ry #5 @ 12" O.C. VERT �ry o> O U #5 @ 12" O.C. HORIZ in Q > ro 12" WALL > w w (v J U TOP OF SLAB ELEV., SEE CIVIL TREAD SEE #3 @ 18"O.C. ARCH DWG w w = O LD #4 CONT. cwi� Q p NOSING BAR w TOP OF SLAB 5" THK SOG WHERE OCCURS W/#4@18" O.0 E.W #4 @ 12" O.C. AT MID DEPTH DOWELED INTO SUPPORTING WALL WHERE OCCURS #4 @ 12" O.C. NOTE: 1. SEE ARCH. DWGS. OR CIVIL DWGS. FOR STAIR DIMS, INSERTS, AND OTHER INFO NOT SHOWN. STAIR ON GRADE NOTE: VERIFY SUM PIT DIMENSIONS WITH MECHANICAL DRAWINGS. 101 PRECAST SUMP PIT 11 Q Y m UJ QED Y m ED �� caa y� U)< M U #6 @ 12" O.C., E.W. 16 SECTION @ ELEVATOR PIT AT INTERIOR WALL F12 WALL GAP AT TOP OF PICAL WALL GAP JAMB BAR, 10 SEE WALL SCHED. SC316 1/2" JOINT FILLED W/ SEALANT 4/')" InIAIT C II I CII IA//CCAI AAIT ELEV., SEE CIVIL 244 CONT. FTG., SEE PLAN DUR-O-WALL #8 WIDE FLANGE RAPID CONTROL JOINT f---180° HOOK JAMB BAR IF NEEDED NOTES: A. PROVIDE JOINT FULL HEIGHT OF WALL WHERE INDICATED ON PLAN. B. SEE DETAIL FOR REINF. AT JAMB CONDITION. C. WATER PROOFING PER ARCHITECT OR WATERPROOFING CONSULTANT 1 WALL SEE PLANS DETAILS ABOVE. )TING, CONT. REINF. IN )TING, JC. WALL SEE PLANS WALL JOINT FOR IN —PLANE WALLS 5 SEE ARCH. DWG. FOR LOCATION OF PRE I N TY DE SS O P. 'd', SEE PLANS OL TOP OF SLAB ELEV.=SEE _ PLANS 1 8" MIN. 1d1 < 31' L Ir7'r OL TOP OF SLAB _ ELEV.=SEE Af PLANS 1� ADDITIONAL BAR 2 TO MATCH SIZE & 1'-01, SPACING OF MIN. SLAB ON GRADE SEE TYP. S.O.G. DETAIL FOR SLAB THICKNESS T, REINF. AND SUBGRADE PREPARATION, TYP. PROVIDE #4 LONGITUDINAL @ INSIDE OF ALL BAR BENDS, TYP. 'd', SEE PLANS 8" MIN. t', U.N.O.A SEE ARCH. DWG. FOR EDGE CONDITION TOP OF SLAB ELEV.=SEE _Ion PLANS 1 :; #4@12"O.C./ °w 1 BAR MIN. w @ #5 14" O.C. SLAB REINF. �// cwi� SEE PLAN -zoo PIPE SLEEVE/\ X, LAP LENGTH SLAB REINF. TYP. 41 SEE PLAN NOTE: 1. COORDINATE LOC., DEPTH, EXTENT, AND EDGE CONDITIONS OF DEPRESSIONS WITH ARCH. DWGS. SLAB ON GRADE STEP &EDGE 12 CONTROL JOINT AT TOP OF WALL YAVA INP, .i!�i�fiiid! iii�`i TYPICAL CONTROL JOINT JAMB BAR, ELEV. OR VERT. REINF 1/2" JOINT FILLED W/ II DUR-O-WALL #8 WIDE FLANGE RAPID CONTROL JOINT — CONTINUE HORIZ. REINF. @ BOND BM. @ FLOOR SLAB. CMU NOTES: 1. PROVIDE JOINT FULL HEIGHT OF WALL WHERE INDICATED ON PLAN. 2. SEE DETAIL FOR REINF. AT JAMB CONDITION. CONTROL JOINTS SHALL BE 8 I TYP. VERT. CONTROL JOINT ,,7,, r' !� FOR CODE GoiMPLIANE DEC 19 2019 8UREAU VERITAS NORTH AME ^C RI CA, IPA,,. JCRETE BLOCK. DETAILS ABOVE. JT. TOP BARS/CHORD S PER WALL SECTION. )TING job no. 64755 drawn GE N submittal GE -C Q1 ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 b4TH PC SUBMITTAL 09/09/2019 U C 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 �D_ J 3rd P.C. Submittal 06/07/2019 3 4th P.C. Submittal 09/09/2019 Q N L 0 c� N 0 co c^^� i.L N co 0 O aconsultant: L 6 No. S M 0 .6t3E3t21 G%+�i' Z DATE SIGNED: 9/9/19 co T owner: U U) 0 C 0 co E nL, W Q 0 0 Q W W N Q X N N 0 Z c) L 0 < O N ` -C (L,l LO p c) N U D U Cn 0 Ill a) C T_ o � 0 UJ (1) � Uw < n �L_`` Q 0 � � W O cu ^; I..L W W > t� � W L_ 0 CO C: (6 U cC3 o . L E N O 00 m o m LL 0 L N SZ 0 Ln LL GOM3 O 15 Studebaker 0 Irvine CA 92618 1n'ine tel 949.752.1612 fax 949. <52.5321 (n > Pahn Springs tE:1 ;r60.323.5090 0 0 N co Q STRUCTURAL CONCRETE aDETAILS co t� Q SHEET TITLE N 'SHEET No SC 312 N co 4TH P.C. SUBMITTAL 09/09/2019 M. UF E Q . DESIGNATION ON PLAN SLAB WHERE OCCURS ' ,F 0 *�-- DOWEL INTO CONC. SLAB WITH 90' STD HOOK TO MATCH VERT. REINF. WRAP WITH 1" THK STYROFOAM, TYP EQ. 8" SOLID GROUTED CMU WALL W/ #5 @ 16" O.C. VERT #5 @ 24" O.C. HORIZ TYP., U.N.O. #5T&BCONT. 2nd FLOOR SLAB _ rY CV -J U SMOOTH TROWEL FINISH WITH TWO LAYERS OF 1/4" TEMPERED MASONITE W/ SMOOTH FACES IN CONTACT CMU WALL WALL IN -LINE ABOVE &BELOW SLAB, PERMANENT RELEASE .LS INTERIOR LOAD BRIG CMU 10SC315 .. EQ. Q. DESIGNATION ON PLAN i 8" CMU SOLID GROUTED (SPECIAL INSPECTION REQ'D) #4 @ 24" O.C. VERT. #4 @ 24" O.C. HORIZ. O #4 @ 24" O.C. FTG DOWEL • #5 CONT. (T & B) ALT. 90 HOOK AT FTG U5 N U T_ Z Q ¢_J J U) NON -BEARING CMU WALL 16SC316 • CV Z T.O. GROUT PLACEMENT PROVIDE CONSTRUCTION JOINT MIN. ONE UNIT ABOVE & BELOW HORIZONTAL REINFORCEMENT NOTE: - - PROVIDE CONST. JOINTS WHEN GROUTING IS STOPPED FOR MORE THAN ONE HOUR. TYPICAL HORIZONTAL CONSTRUCTION JOINTS IN CMU WALL BETWEEN GROUT POURS BAR SPLICE & GROUT JT. DETAIL 13 14 15 l DESIGNATION ON PLAN CONC SLAB PER PLAN FILL GAP W/ COMPRESSIBLE MATERIAL n n N L6X4X5/16" X V-3" 5'-0" O.C. @ EA SIDE W/ 2-5/8"0 EXPANSION ANCHORS @ 12" O.C. CMU WALL PER PLAN NON-BRG CMU WALL - SLAB CONNECTION 9 EXTEND JAMB BARS FULL 12" WALL HEIGHT OF WALL, SEE NOTES 1. 2 JAMB BARS EXTEND ONE JAMB EACH FACE BAR FULL HEIGHT EACH SIDE OF WALL, SEE NOTE 1. OF OPENING 48 BAR DIA. TYP. SEE NOTE 1 2-0" MIN. 8" WALL SEE LINTEL X 2 JAMB BARS REINF. 48 BAR EACH SIDE SCHEDULE DIA. TYP. OF OPENING BELOW 2'-0" MIN. 1 #5 SEE NOTE 1 11 11 O N SC-312 SC-312 48 BAR DIA. TYP. TYP. TYP. E 2'-0" MIN. 48 BAR DIA. 2'-0" MIN. 48 BAR DIA. SEE NOTE 4 2-0" MIN. SEE NOTE 4 CASE CASE II A. ALL OPENINGS IN STRUCTURAL OPENINGS IN STRUCTURAL WALLS WHERE WALL W=2-0" OR LESS, BUT "W'=LARGER THAN 2-0" BUT LESS THAN 4'-0" OVER 100 SQ. IN. B. PARTITION WALL, SEE ARCH. DWGS. ,a DESIGNATION ON PLAN EQ. Q. 8" CMU SOLID GROUTED (SPECIAL INSPECTION REQ'D) #4 @ 24" O.C. VERT. I VA —#4 @ 24" O.C. HORIZ. 0 ALTERNATE HOOKS WHERE SLAB OCCURS #5 CONT. (T & B) SLAB CONT'D, WHERE OCCURS FLOOR SLAB. SLAB REBAR or N � J U 2'-0" NON -BEARING CMU WALL ABOVE SLAB 16SC316 EXTEND 2 JAMB BARS FULL HEIGHT OF WALL EACH SIDE OF OPENING, SEE NOTE 1. TYP. VERT. WALL REINF. X 11 LINTEL SC-312 � J z BLOCK 0 Lu -� N TYP. o U o J • • • O0 N • • • 7H TYP.180° O HOOKLU z z 8" WALL 12" WALL O CASE III SECTION X OPENINGS IN STRUCTURAL IT WALLS WHERE "W"EXCEEDS 4'-0" NOTES: 1. SEE 11/SC-312 FOR REINFORCING IN WALL AND JAMB BARS. 2. REINFORCEMENT SHOWN IN THESE DETAILS ARE IN ADDITION TO TYPICAL VERTICAL AND HORIZONTAL WALL REINFORCEMENT. 3. OPENINGS LESS THAN 100 SQUARE INCHES DO NOT REQUIRED ADDITIONAL REINF. 4. WHEN 48 BAR DIA. OR 2'-0" MIN. CAN NOT BE OBTAINED, EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND BEND DOWN TYP. AS SHOWN IN CASE 1. TYP. REINF. AROUND THE OPENING IN CMU WALL 6SC316 40d IF— BAR, SAME SIZE & 'ACING AS HORIZ. �245 -_AK SHELL FOR )W OF GROUT EN END UNIT 40d SAME SIZE & SPACI AS HORIZ. REINF. END INTERSECTION CORNER NOTES: 1. USE DOUBLE OPEN END BOND BEAM UNITS, SINGLE OPEN END UNITS AT CORNERS & ENDS OF WALL. TYP. DOUBLE CURTAIN REINF. GMM004 DEVELOPMENT LENGTH/LAP SPLICE LENGTH IN CMU (fm = 1,500 psi, fy = 60 ksi) BAR SIZE NOMINAL CMU THICKNESS 8" 12" REBARS AT REBARS AT EDGE (2 1/4") CENTER EDGE (2 1/4") CENTER #3 15" 15" 15" 15" #4 23" 20" 23" 20" #5 35" 25" 35" 25" #6 66" 39" 66" 39" #7 89" 50" 89" 46" #8 135" 76" 135" 60" IU WALL. 1NC. SLAB. REBAR AT CENTER REBAR AT EDGE CONDITION CONDITION BAR DEVELOPMENT/LAP SPLICES 16 LENGTH IN CMU SCHEDULE U WALL. NC. SLAB. 11 12 LINTEL REINFORCING SCHEDULE OPENING "W" 8" WALL REINF. 12" WALL REINF. EA. FACE LESS THAN 5'-0" 245 245 5'-0" TO LESS THAN 7'-0" 246 246 7'-0" TO LESS THAN 12-6" 248 248 40d DOWEI 1AME END INTERSECTION BREAK SHELL FOR FLOW OF GROUT —� OPEN END UNIT #5 40d BAR SAME SIZE & SPACING AS HORIZ. REINF. NOTES: 1. PLACE VERTICAL REINFORCING AT CENTER OF WALL U.N.O. 2. USE DOUBLE OPEN END BOND BEAM UNITS, SINGLE OPEN END UNITS AT CORNERS & ENDS OF WALL. TYP. SINGLE CURTAIN REINF DESIGNATION ON PLAN DOWEL TO MATCH WALL VERT REINF \ ALTERNATE HOOKS WHERE SLAB OCCURS SLAB CONT'D, WHERE OCCURS #5 @ 16" O.C. VERT. #5 @ 24" O.C. HORIZ. 8" CMU PARTITION TYP., U.N.O. SEE PLAN FOR DIFF. THK. 245 CONT. T&B FLOOR SLAB. SLAB REBAR CAP, SEE ARCH • : 244 CONT BOND BEAM NI/ / 6" OR 8" CMU PLANTER SEE ARCH OR EQ. EQ. - #4 @ 16" O.C. HORZ. b WATERPROOFING • BY OTHERS #4 @ 16" O.C. VERT. #4 CONT TOPPING SLAB SLOPE O DRAIN REMOVE FACE SHELL AT — J CELL CONTAINING DOWELS 00 _ •. - —TOPPING SLAB 7 (a ;, - WATERPROOFING BY OTHERS PODIUM SLAB NOTE: FOR WATER PROOFING, DRAINAGE, AND INFORMATION NOT SHOWN, SEE ARCH. & LANDSCAPE DRAWINGS. 4'-0" MAX HT. PLANTER 5 @ PODIUM SLAB STD 01SC314 1 11DESIGNATION ON PLAN CONC SLAB PER PLAN Q a W c'7 SMOOTH TROWEL FINISH WITH TWO LAYERS OF 1/4" TEMPERED MESONITE W/ SMOOTH FACES IN CONTACT DOWEL INTO CONC. SLAB WITH 90° STD HOOK TO MATCH VERT. REINF. WRAP WITH 1" THK STYROFOAM, TYP CMU WALL PER PLAN 6 I LOAD BRG. CMU WALL -SLAB CONNECTION 12 a DESIGNATION ON PLAN 8" OR 12" THK. CONC. WALL PER PLAN SEE DETAIL 14/SC315 FOR REINF. EQ. EQ. DOWEL TO MATCH WALL VERT REINF . SEE DETAIL 14/SC315 FOR REINF. ALTERNATE HOOKS WHERE SLAB OCCURS SLAB CONT'D, © FLOOR SLAB. WHERE OCCURS —� — — SLAB REBAR CV � 7 LOAD BEARING CONC WALL ABOVE SLAB 3 FOR CODE CO,i"F�I��da;E DESIGNATION ON PLAN DEC 19 2019 BIiREAD VER11,U NORTH &4ERICA I U. CONC SLAB PER PLAN i z J a_ v w _ ro 2-#4 SMOOTH TROWEL FINISH WITH TWO LAYERS OF 1/4" TEMPERED MESONITE W/ SMOOTH FACES IN CONTACT DOWEL INTO CONC. SLAB WITH 90' STD HOOK TO MATCH VERT. REINF. WRAP WITH 1" THK STYROFOAM, TYP �. SEE DETAIL 14/SC315 FOR REINF. 8" OR 12" THK. CONC. WALL PER PLAN • LOAD BEARING CMU WALL ABOVE SLAB 18 I LOAD BRIG. CONC. WALL -SLAB CONNECTION 14 job no. 64755 � drawn GE 0 E submittal GE Q1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 c 4TH PC SUBMITTAL 09/09/2019 0 U U 0 revision date 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 Q 0 0 c� N 2 0 C c� Q _ - �Z co 0 9� O consultant: le o L ©J` hio> S 5225 * Exp. &W21 'Ar co GAS-��� DATE SIGNED: 9/9/19 (n owner: U to 0 C 0 U E L 0 Q C 0 L 0 Q 0 L Q X 0 0 C 0 L Z C) < cle) O O 0 a- M U 0 CU UCn D_ 0 0 C:o M o W W � a0) n ^' D L W a) v O 4-1 M - a N W � E CL Q MM� W L 0 W r U •— ^^ O I..L E N O 00 N W C-) co L 0 0 Q 0 GOUVIS Q U 0 15 Studebaker 0 Irvine CA 92618 �� lr�r fnc tel 949.7511612 fax 949 r 52. 321 L j Palm Springs -0 tel 760.323.5090 0 0 0 a STRUCTURAL CONCRETE DETAILS Q o SHEET TITLE U SHEET No SC-313 M4TH P.C. SUBMITTAL 09/09/2019 STD. HOOK, 12" MIN. SLAB PER PLAN SLAB REINF. 3 1/2" CLR. SEE PLAN W Q 00 e., w v� .. , Y W z = w Q H U) d . t~ • DROP CAP #5 @ 12" O.C. MIN. ONE TIE IN SLAB EACH WAY 1/2" MAX. PENETRATION OF 7 REFER TO COLUMN COLUMN INTO DROP CAP SCHED. FOR REINF. SIZE, SEE PLAN TYPICAL COLUMN SECTION 9 13SC313 WOOD FRAMING--> SILL PLATE PER PLAN. IF OCCURS 1.5" CLR. TYP. DOWELS TO MATCH WALL VERTI REINF. AA PODIUM LEVEL BEAM TIE SEE SCHEDULE Ll 2/SC321 12"W X 30" D BOND BEAM 0 co CONT. 5 ROW OF (2)#8 EVENLY SPACED EXTEND 5'-2" INTO ADJACENT WALL 12" (BENDS 90- @ CORNER). PROVIDE ADEQUATE SHORING TO THE WALL IF BACKFILL OCCUR PRIOR TO THE PODIUM SLAB IS POURED AND CURED. 4 R ' 12" CONC WALL, SEE 4 FOR REINF. SC316 TOP OF WALL AT STAIR AND ELEVATOR 14 1 9 SC324 - STUDRAIL PER PLAN. 31/2" CLR. I PODIUM SEE PLAN I •- t— tE ---- DROP CAP WHERE OCCURS MIN. ONE TIE IN COL. DROP CAP, TYP. #4 TIE — - SEE COL. SECTION PER PLAN. 1 1/2" CLR. w 0 0" 1 = U) � SC324 Q co � PER PLAN. v g L STUD RAIL PER PLAN. P1 I SEE PLAN MIN ONE TIE IN SLAB S.O.G. CONTROL JOINT—� #4 TIE CIRCULAR OR _--- RECTANGULAR COLUMN PROVIDE 1/4" - SEE COL. PREFORMED SECTION FELT BETWEEN PER PLAN. COL./FTG AND 3 S.O.G. VIEW "A" W 0 M U W W 0- U QC/)U) _J¢W a,. TYP. TIE INTO FTG AS SHIOWN. A MAT SLAB FOUNDATION. STUD RAIL PER PLAN INSTALLED UPSIDE DOWN. MAT FOUNDATION N U N J U M _J z ADD ADDITIONAL ill BARS AT BOTT. Q w PER PLAN. 41 --- M U 5" 1" EMBEDMENT MIN. 2 3/4" MIN. 3" MAX. z_ CORE DRILL STD.HEADED BOLT OR STUD 1" GROUT AROUND ANCHOR TYP ANCHOR EFFECTIVE CMU WALL EMBEDMENT DIAMETER I b(MIN.) (MIN.) 1/2" 4„ 8" 5/8" 4" 8" 3/4" 5 3/4" 10" 7/8" 5 1/2" 10" 1110 5 1 /4" 101, NOTE: MINIMUM BOLT SPACING SHALL BE 12 BOLT WITH A MINIMUM EDGE DISTANCE OF 6 DIAM. AND WITH A MINIMUM 6" TO END OF WALL OR WALL JOINT. TYP. ANCHOR B WALL OR PACK WIT MORTAR CAULKINC PIPE WITF SYNTHET OLT DETAIL NOTES: 1. 6" DIA. SLEEVES AND SMALLER, SCHEDULE 40 STEEL PIPE OR SCHEDULE 60 PVC PIPE. 2. 8" DIA. SLEEVE AND LARGER, .25" THICK STEEL PIPE. 3. STEEL PIPE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. SLEEVE MAY BE OMITTED IF HOLE IS CORE DRILLED. CORE DRILLING IS SUBJECT TO ENGINEER'S APPROVAL. DO NOT DAMAGE REINFORCING. 5. FOR FIRE -RATED ASSEMBLY, SEE ARCH OR PLUMBING DWG. 6. OBTAIN APPROVAL FROM ENGINEER OF RECORD FOR HOLES NOT SHOWN ON STRUCTURAL DWG. TYPICAL SLEEVE DETAIL GMM011 MIN. 1/2" SPACE MAX. 3/4" SPACE (PACK WITH MORTAR) POINT MORTAR AT WALLS OR UNDER SIDE OF SLAB 5SC316 L DWL. COL. BAR. SPLICE WHERE OFFSET EXCEEDS 3" OFFSET 0 I r OFFSET COL. BARS TO INSIDE OF BARS ABOVE W/1:6 TIES OR SPIRAL MAX. SLOPE JA SEE APPROPRIATE TYP. CONC. COL. DET. COL. VERT. #4THRU. #11 BARS NOTES: 1. SEE "CONCRETE COLUMN SCHEDULE" FOR SPLICE LENGTH. 2. CLEAR DISTANCE BETWEEN THE TWO LAP SPLICE BARS AND ADJACENT BARS SHALL BE NOT LESS THAN 1.5 TIMES THE BAR DIA, NOR 1 1/2 INCHES. 3. IF OFFSET IN VERTICAL BARS OCCURS OUTSIDE THE HORIZONTAL FRAMING, PROVIDE ADDITIONAL SET OF TIES AT OFFSET LOCATION. 4. WHERE NOTED "MS" ON CONCRETE COLUMN, SEE "CONCRETE COLUMN SCHEDULE" FOR SPLICE. THE COLUMN VERTICAL BARS SHALL BE MECHANICALLY SPLICED OR WELDED TO DEVELOP 125% Fy IN TENSION. 5. SPLICE #14 AND #18 BARS BY ONE OF THE FOLLOWING: A. FULL PENETRATION BUTT WELDS, ADJACENT WELDS STAGGERED 6 INCHES ON CENTER B. EXOTHERMIC WELD SPLICES STAGGERED 30 INCHES ON CENTER VERTICALLY BETWEEN ADJACENT BARS. C. MECHANICAL SPLICING STAGGERED 30 INCHES ON CENTER VERTICALLY. TYP. CONIC. COL. REINF. SPLICE 7 0 REINFORCED CONCRETE COLUMN SCHEDULE COLUMN C1 C2 C3 C4 FLOOR fc LEVEL PODIUM 0 co wU co UU co t)U W O w 0 I w 0 v v 'v P1 0 LO '93- U)U c0 UU o U) C) `- w0 w0 w0 0 0 @ P2 v o o 18" (W) x 28" (D) 24"(W)x24"(D) 24" (W) x 16" (D) SEE NOTE 7 J OU U_J ww �U) _LL -z U)Of W 0 J ju OU U� ww >_U) H LL W z WE U)0� SEE NOTE 8 SEE NOTE 8 SEE — z NOTE 8 00 �O LL I- w J Wo COL DWL, SEE — "CONC COL SCHED" _ _ TOP LVL O 0 M = o W w O z - INTERMEDIATE LVL O Z. w - 0 M = = INTERMEDIATE LVL TOC J�_ FOOTING PER PLAN TYPICAL CONCRETE COLUMN REINFORCING SECTION a C1 ALT HOOKS TYP CONC. V4 PER P CONC. Vt PER P NOTES: 1. SEE "CONCRETE COLUMN SCHEDULE" FOR COLUMN SIZE AND VERTICAL REINFORCING. FOR REINFORCING CONFIGURATION TYPE, SEE THE "CONCRETE COLUMN SCHEDULE", AND THE "TYPICAL CONCRETE COLUMN REINFORCING CONFIGURATION" DETAIL. 2. COLUMN VERTICAL REINFORCING SHALL BE SPECIAL DUCTILE QUALITY. SEE "GENERAL NOTES". 3. SEE "CONCRETE COLUMN SCHEDULE" FOR TIE SIZE, SPACING, AND REINFORCING CONFIGURATION. REINFORCING CONFIGURATION TYPE IS NOTED IN []. 4. FOR H/6, MAXIMUM COLUMN DIMENSION, OR 18 INCHES (WHICHEVER IS GREATER), SEE "CONCRETE COLUMN SCHEDULE" FOR TIE SIZE SPACING, AND REINFORCING CONFIGURATION. REINFORCING CONFIGURATION TYPE IS NOTED IN []. 5. PROVIDE TIES THROUGHOUT THE BEAM AND SLAB DEPTH, EXCEPT THAT THE TIE SPACING MAY BE INCREASED TO 6" WHERE BEAMS FRAME INTO FOUR SIDES OF COLUMN FOR THE DEPTH OF THE MOST SHALLOW BEAM. 6. AT CONTRACTOR'S OPTION, COLUMN VERTICAL BARS MAY BE EXTENDED UP ADDITIONAL FLOOR LEVELS WITHOUT SPLICING AT FLOORS. 7. PLACE HORIZONTAL HOOKS DIRECTLY BELOW TOP BARS OF BEAMS OR SLABS. SPLAY HOOKS AS NECESSARY TO RELIEVE BAR CONGESTION. AT CONTRACTOR'S OPTION, HOOKS MAY BE PLACED TOWARD THE INSIDE OF THE COLUMN. 8. UNLESS NOTED OTHERWISE, COLUMN CONSTRUCTION JOINTS SHALL BE AT THE UNDERSIDE OF FLOOR SLABS, BEAM, OR GIRDERS, AND AT THE TOPS OF FOOTING OR FLOOR SLABS. BEAM, GIRDERS, BRACKETS, COLUMN CAPITALS, HAUNCHES, AND DROP PANELS SHALL BE PLACED AT THE SAME TIME AS SLABS. 4 I SECTION p�I�IG CGG C2 xe � rice I'CCIIV c. JCC COL SCHED. TIES G �3E QED FOR CODE CGi`J1FL1kLc DEC 19 2019 BUREAU VERITAS NORTH WERIC4 lk; ,. 1 2 COLUMN & FOOTING DETAIL 16 CONCRETE COLUMN SCHEDULE 3 15SC313 2SC313 job no. 64755 � drawn GE aD Q submittal GE f 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 U O U 0 revision date (10 5= 1 2nd P.C. Submittal 04/12/2019 (D_ 2 3rd P.C. Submittal 06/07/2019 ° 3 4th P.C. Submittal 09/09/2019 Q N 0 c� N 0 co Q N N -C 0 &' N Consultant: L f S y+ �- - L e1 No, S 52 +8 t- M o .6f3(3t21 'AC co D CAL��O DATE SIGNED 9/9/19 4- 0 owner: ot L c� C 0 C 0 O E N Q n� W L 0 L Q co L Q X (D 0 c� Z c) ° Q o N 0 a- L^ O U N U D U 0 0 rr C)F— W (D d' W J > �-- Q n QQ � O a) E > (U Lij E MM� Cy) L_ 0 W �_ U CV O 00 m rn oo LL r- 0 ^N 0 L D_ GOM-S U corsttj n7rcruU uts " t 15 Studebaker Irvine CA 92618 C Irvine tel 949.752.161.2 fax 949.752.532I 4- > I3ahn Springs tell 760.323.5090 0 E N U Q STRUCTURAL CONCRETE DETAI LS Q SHEET TITLE 0 '� SHEET NoSC-314 24TH P.C. SUBMITTAL M 09/09/2019 CONC WALL U 011 J � a_ m U (4)#6 CHORD BARS • @SLAB PERIMETER. CONT. (2)#5 BARS CONC WALL - 2" KEY, TYP SLAB PER PLAN. TOP BAR o >_ • w U BOT BAR J a- U) m SLAB DOWEL U) SEE WALL SCH. U) Q 1 U CLASS B LAP LENGTH PER SCHED., TYP. WALL IN -LINE, FULL TIE 14 WATERPROOFING AND DRAINAGE BY OTHERS. CONC WALL, SEE PLAN FOR TYPE. 2" KEY. m� � a Q d U <1MAT SLAB FOUNDATION ° PER PLAN. CONT. (3)#6 TOP & BOTT. W/#4 TIE 58" O.C. ALONG n PERIMETEERR WALL, TYP. a (V J U a a a 2" 4 °a ° °a CLR. a a ° a a a ° n a 4 n' 4 d 4 O } FOOTING DOWELS TO — a a MATCH WALL REINF. a a °a °4 FOOTING REINF. 8 8 U SEE FNDN. PLAN 12" 2'-0" WALL TO MAT SLAB CONN. 115 CIP WALL #4 TIES @ 3" O.C. SEE PLAN FULL HEIGHT, TYP. FOR THK. 3/4" CHAMFER • STD. HOOK ---- -- 2" CLR. 6" 6" _J 1 TO TIES 6 TYP., U.N.O. 646 6-BARS NOTES: 1. END VERTICAL REINF. & TIES SHALL BE A706 GRADE STEEL. 2. ALTERNATE ALL TIE HOOKS. JAMB BARS WALL END 116 4 i"W CYD IT E L=30 x BAR DIAMETER (TYP.) SEE PLANS FOR SLAB - - - WALI KEYS_ SEE "TYP. CONC. WALL REINF." DET. SEE PLANS FOR SLAB TENSION BARS WALL MATCH VERT, WALL REINF. UNO. WALL z SLAB p SLAB - SLAB TOP BARS �ON PLAN OR SECT. #5, UNO. SLAB BOT. BARS KEYED J.T., ,EEP SLAB & WALL SHORED SEE "TYP. CONC. JNTIL BOTH HAVE REACHED ALL REINF." DET. 28-DAY DESIGN STRENGTH SINGLE LAYER WALL REINF. TENSION BARS • MATCH VERT. WALL WALL z REINF. UNO. o WALL i SLAB SLAB � 1 WALL #5, UNO. ' KEEP SLAB & WALL SHORED KEYED J.T., KEYED J.T., UNTIL BOTH HAVE REACHED SEE "TYP. CONC. SEE "TYP. CONC. 28-DAY DESIGN STRENGTH WALL REINF." DET. WALL REINF." DET. DOUBLE LAYER WALL REINF. CONT. 3/4" KEY, SEE "TYP. CONC. -0 WALL REINF." DET. KEYED J.T., SEE "TYP. CONC. WALL REINF." DET. CONT. 3/4" KEY, o SEE "TYP. CONC. WALL REINF." DET. J r KEYED J.T., SEE "TYP. CONC. WALL REINF." DET. TYP. CONC. REINF. AT INTERSECTION OF SLABS AND WALLS (4)-#5 MIN. I ia��t� nnini (1)-#5 MIN. I—- A 1 WALL AT RAMP 9 REBAR @ CORNER & INTERSECT. 6 OF (NON SHEAR WALLS) GEN006 PODIUM Yw� CLASS B LAP LENGTH 1 1/2" CLR. w UJ�z (4)#6 CHORD BARS U) _J @SLAB PERIMETER CONT. (2)#5 BARS w mw U) Q M UJco SLAB [DOWEL SEE SCHED FOR SIZE & SPACING WALL, SEE SCHED. FOR REINF. WALL BELOW SLAB, FULL TIE REINFORCEMENT o WADLL THICKNESS MAX. HEIGHT REFERENCE HORIZONTAL VERTICAL z z0 TOP SLAB DOWEL SECTION wU) OUTSIDE FACE INSIDE FACE OUTSIDE FACE INSIDE FACE a.#5 W1 12" 12'-0" #5 @ 12" O.C. #5 @ 12" O.C. #9 @ 9" O.C. #9 @ 6" O.C. @ 12" O.C. 4 0 v EACH FACE. C31 Up m n W2 12" 14'-0" #5 @ 12" O.C. #5 @ 12" O.C. #7 @ 12" O.C. #7 @ 12" O.C. @ 12" O.C. 4 E EACH FACE. C31 8 = W5 8" 6'-0" #5 @ 12" O.C. - #5 @ 12" O.C. - C31 10 8" THK. CONCRETE —� 4 MECHANICAL SHAFT WALL PER PLAN fc=4000 psi HORIZ. REBAR PER SCHEDULE q VERT. REBAR PER SCHEDULE U 12„ N o co 12" THK. CONC. FOOTING U W/ #5 @ 12" O.C. TOP & BOTT. ENV BEAM TIE SEE SCHEDULE 2/SC321 HORIZ. REBAR 12" W X30" D BOND BEAM PER SCHEDULE W/ (5) ROWS OF 248 EVENLY SPACED EXTEND REBAR 5'-2" INTO ADJACENT WALL OR BEND 90° @ CORNER VERT. REBAR PER SCHEDULE WATERPROOFING & DRAINAGE, SEE ARCH. AND CIVIL DWGS. 2" CLR 1" CLR. NOTE: NO BACK FILL MAY BE PLACED co EL BEHIND THE WALL UNTIL AFTER THE < CONC. SLAB AT TOP U g IS POURED & REACHS 15 ITS SPECIFIED STRENGTH UNLESS TEMPORARY _ SHORING IS PROVIDED. 3" GtR. \ FOOTING DOWELS _J— _ TO MATCH WALL REINF. FOOTING REINF. , SEE FNDN. PLAN - 3-0" CONCRETE WALL SCHEDULE 1121 MECHANICAL SHAFT WALL Y W Q U) -aJ P1 (4)-#5 MIN U VERTICAL u, Q • w Q C) w m TOP BARS _AN OR SECT. BOT.BARS 16" kB TOP BARS PLAN OR SECT. kB _AB BOT. BARS 5 @ 16" WALL REINF. PER PLAN REBAR @ CORNER & INTERSECT. GEN006 SEE SLAB PLAN 10 FOR ACTUAL CONNECTION AT TOP OF WALL. - -- SLAB DOWEL SEE WALL SCHED. PODIUM Y w Z UJ Q 1 12" CONCRETE 1" BASEMENT WALL I I CLR. fc=4000 psi w HORIZ.@OUTSIDE FACE SEE WALL SCHEDULE WATERPROOFING & U HORIZ. REINF.@INSIDE FACE DRAIN MAT BY OTHERS, U) SEE WALL SCHEDULE SEE ARCH. AND CIVIL DWGS. w VERT. BARS @INSIDE FACE PER WALL SCHEDULE. VERT. BARS @OUTSIDE FACE PER WALL SCHEDULE. a m� ~ m a 0) J U¢ 0- U 0 m :. P1 � Y w Z =W �\ 1, U) � / 14 SLAB DOWEL, SEE WALL SCHED. SEE SLAB PLAN VERT. BARS @OUTSIDE FACE FOR ACTUAL CONNECTION PER WALL SCHEDULE. AT TOP OF WALL. VERT. BARS @INSIDE FACE PER WALL SCHEDULE. " w J - 0 INSIDE FACE OF CONC. WALL — _ 2 cUn 1 " w GLR. HORIZ.@OUTSIDE FACE SEE WALL SCHEDULE HORIZ. REINF.@INSIDE FACE 2" CLR. SEE WALL SCHEDULE NOTE: Aw- NO BACK FILL MAY BE PLACED n L BEHIND THE WALL } UNTIL AFTER THE CONC. SLAB AT TOP Q 15 IS POURED & REACHS ITS SPECIFIED STRENGTH - UNLESS TEMPORARY SHORING IS PROVIDED. 3" QLR. .i- FOOTING DOWELS i TO MATCH WALL REINF. - �- FOOTING REINF. SEE FNDN. PLAN 3'-0" Eli] +QED FOR CODE CO iffLiAilE DEC 19 2019 BUREAU VERITIES NORTH AMERICA, P2 8 I MULTI- STORY EXT. RETAINING WALL 2 job no. 64755 drawn GE N L submittal z GE Q1 ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 N 0 c� U 0 � revision date C 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 �_ 3 4th P.C. Submittal 09/09/2019 0 Q L 0 C c>1 L N 0 co c c� Q N U 0 co Q) consultant: �'ef /©N L C] Nc►. 8 52243 0 c EXp' 6f3(it21 7�t DATE SIGNED: 9/9/19 co owner: U L co M In 0 0 co co E L a) Q L 0 Q N N L Q nXn\ (D W 0 (>1 Z C) L Q O 0 N + - LO pUU D U DL O Q 0 CD O Cc O UJ > W Q M QQ � O W (AllE a > UU) >t cu Neo MMM 0 L_ 0 W U ^^ O I..L E N O 00 U W V J W .. 0 nL` W Q 0 Q N > wu"s c sut.tizgrvnv,rr:r. I.v N 15 Studebaker N lr1 iDe CA9261$ 0) C tmi11G tel 949.�752.1612 faZ 949.752,5321 j, Palm Springs tel 760.323.5090 N N Q STRUCTURAL CONCRETE aD DETAILS C Q SHEET TITLE c� SC-316 �� SHEET No 24TH P.C. SUBMITTAL 09/09/2019 2 45 @ 12" O.C. DOWELS 1 #5 @ 32" O.C. T&B LAP SPLICE PER SC311 EXTEND INTO PODIUM SLAB PER PLAN PODIUM SLAB MU SHEAR KEY 2" X 4" X 2'-0" @ 4'-0" O.C. 12" 3 0' MIN #5 CONT. PERIMETER WALL 10 PER PLAN S.O.G. PER PLAN �1 1 - #5 CONT. SLAB CONNECTION 111 1st PLACEMENT HORIZ. WALL REINF. TYP. 3" 3" VERT. WALL REINF. TYP. SEE NOTE 3,4 & 5 .- 1/2" x 1/2" JOINT, W/ SEALANT EA. FACE VERTICAL WALL JOINT - PLAN NOTES: 1. PROVIDE WALL WEAK JOINT OR CONSTRUCTION JOINT AT 30'-0" O.C. MAX. U.N.O.. 2. LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY THE ARCH. PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE. 3. T-0" LONG KEY @ 2'-0" (2 ROWS OF KEYS WHERE WALL IS THICKER THAN T-4"). 4. SURFACE OF CONCRETE CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. 5. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. CONC. WALL CONST. JT. 12 FCCO26 8" THK. CONC WALL PER PLAN REINF. AND DOWEL SEE DETAIL 14/SC315 LAP 1 SC-311 2 6 #5 DOWEL o @ 24" O.C. A - 1 MAT SLAB ON GRADE P1 SLAB PER PLAN PER PLAN 12" THK. CONC WALL PER PLAN 2' 6" 15 #5 DOWEL b @ 24" O.C. WATERPROOFING & DRAIN MAT BY OTHERS, SEE ARCH. AND CIVIL DWGS. - REINF. SEE PLAN AND SCHEDULE 1" CLR 2" CLR 12" THK. CONC WALL PER PLAN I T.. REINF. SEE PLAN AND SCHEDULE FTG DOWEL TO MATCH ' VERTICAL REINF. • • 15 mCL SC31 U� Q J Q UJ MAT SLAB ON GRADE PER PLAN %i 5 STUD WALL 7'-0" PER PLAN #5 @ 16" O.C. 0 v U #4 CONT SLAB PER PLAN 2 3 co Q W • #5 CONT W :.: • 6 MIN • > 1 1J0 — SLAB REINF. #4 VERT. BARS @ #5 CONT SEE PLAN 4 12' O.C. W/ STD. HOOKAS SHOWN 3'-0" M I N 1. MIN. STRUCTURAL PODIUM SLAB THICKNESS TO BE MAINTAINED PER PLAN. 2. TOPPING SLAB PER ARCHITECT. 3. SLOPE PER ARCHITECT. 4. DRAINAGE BY OTHERS. 5. SHEAR WALL PER PLAN. NOTE: -NO CURB @ DOOR LOCATION. SLAB SECTION W/ CURB 9 J` SEE NOTE 1 VERT. REINF. @ OUTER FACE SEE SCHEDULE I CONCRETE WALL—]HORIZ. REINF. @ OUTER FACE SEE PLAN AND SCHEDULE I SEE SCHEDULE I 12 " CLR < I " I WATERPROOFING BY OTHERS N I = I HORIZ. REINF. @ INNER FACE HORIZ. REINF. @ OUTER FACE SEE SCHEDULE SEE SCHEDULE VERT. REINF. @ INNER FACE SEE SCHEDULE I VERT. REINF. @ OUTER FACE 1" CLR SEE SCHEDULE STAIR ONe 2" LR BASEMENT WALL GRADE cs1 PER PLAN SEE PLAN T2 z Icy) U (1) #5 I W DOWELS TO MATCH LAP SPLICE PER WALL VERT. REINF. SIZE & SPACING U LAP SPLICE PER scsli e Pi C311 CV i #5 @ 12" O.C. TOP & BOTT. - EXTEND TOP BAR ' I INTO P1 SLAB 1 1 P1 SLAB AND REINF. PER PLAN I 1. ,: ... #5 @ 32" O.C. SHEAR KEY 2" X 4" X 2'-0" I 3 0 U EXTEND INTO P1 SLAB @ 4'-0" O.C. 41 BASEMENT WALL I� #5 @ 12" O.C. TOP & BOTT. PER PLAN I WATERPROOFING BY OTHERS C--�> - I SEE NOTE 1 WALL REINFORCEMENT THICKNESS HORIZONTAL VERTICAL OUTER FACE INNER FACE OUTER FACE INNER FACE .a o T1=8" #5@12"O.C. - #6@12"O.C. - v U T2=14" #5@12"O.C. #5@12"0.C. #7@8"O.C. #5@12"O.C. 10 "C" PER ARCH. CONC. SLAB SEE PLAN 24" #4 12" O. C • :.. ADD #4 .„ #5 @ 12" O.C. ' Q W¢ W a' �W :. o U) SLAB REINF. SEE PLAN 1 ca. SLAB REINF. SEE PLAN _ "6D" MIN. "C/2" MIN. SLAB REINF. SEE PLAN TWO STEPS IN A SLAB SEC. 7'-0" #5 @ 16" O.C. xo Q v #5 CONT SLAB 2 3 LID W U) • • • • :.. • 6 MIN • • • • • ' • SLAB REINF. (T) #5 CONT SEE PLAN 4 3'-0" MIN SLAB REINF. (B) SEE PLAN 1. MIN. STRUCTURAL PODIUM SLAB THICKNESS TO BE MAINTAINED PER PLAN. 2. TOPPING SLAB PER ARCHITECT. 3. SLOPE PER ARCHITECT. 4. DRAINAGE BY OTHERS. SLAB SECTION SAWCUT AFTER CURED C" PROVIDE TOOL JOIN CAULK IF REQ'D BY ARC SAWCUT AFTER CURED OR PROVIDE TOOL JOINT, CAULK IF REQ'D BY ARCH. REINF. PER PLANS _.... FACE SINGLE LAYER REINF. PLAN INF. R PLANS EXT. FACE DOUBLE LAYER REINF. PLAN CONC. WALL CONTROL JOINT DESIGNATION ON PLAN #3 @ 12" O.C. #4 CONT. @ BEND 3"® STYROFOAM 245 CONT. SLAB CONT'D, WHERE OCCURS 12" U) J v 1" CLR. a M 3 1/2" - 12" _'J v U co SMOOTH TROWEL FINISH N WITH TWO LAYERS OF 1/4" TEMPERED MASONITE OR TWO LAYERS OF "MEL-ROL" . BOND -BREAKER V #6 @ 16" O.C. WALL, SEE SCHED. ;• FOR SOIL RETAINING CONDITION WALL AT RAMP 1161 STAIER #6 CANT. WALL DETAIL 1131 SLIP JOINT CONC WALL @PERIMETER 5 a 7 n PROVIDE STD. HK AT END OF WALL OR EDGE OF OPNG n TYP. WALL REINF. SlTRIM REINF. • 180' HK TURN TO PROVIDE MIN CLR U� ( A) PLAN A 3"CLR MAX. ALL SIDES 0 E ,n, 24" MIN. SEE NOTE 3 (2)-#5 #4 U-BARS SAME SPACING AS WALL STEEL FOR WALL REINFORCING SEE WALL ELEVATIONS — -TRIM REINF. SEE SCHED. DIAL. REINF, SEE SCHED. (OMIT DIAG. AT FOUNDATION) SECTION Z W O U U J za W U) H SINGLE CURTAIN TYP. WALL REINF. TRIM REINF. O PLAN 2" CLR MAX. 1" CLR MIN. (TO END OF HKS ONLY STD HK ROTATE TC PROVIDE MIN CLR DOUBLE CURTAIN ELEV. OPENING TRIM BARS LINTEL REINFORCING SCHEDULE OPENING "W" 8" WALL 12" WALL DIAGONAL REINF. REINF. BARS EA. FACE LESS THAN 5'-0" 245 245 245 5'-0" TO LESS THAN 7'4" 246 246 1 245 7'-0" TO LESS THAN 12'-6" 248 248 245 12'-6" TO LESS THAN 26-0" SEE ELEV. 249 245 NOTES: 1. SCHED. REINF. APPLIES TO ALL OPNGS, UNLESS OTHERWISE SHOWN. 2. MIN. TRIM REINF. TO BE LARGER OF TYP WALL REINF. OR SIZE SHOWN IN SCHED. 3. AT SERIES OF OPNGS WHERE PIER OR SPANDREL IS NARROWER THAN THREE TIMES "L", BAR DEVELOPMENT LENGTH, RUN TRIM REINF. CONT. 4. MAY OMIT DIAGONALS IF THE LARGEST OPENING DIMENSION IS LESS THAN 2'-0". 5. DETAIL IS NOT REQD FOR OPNGS SMALLER THAN THE WALL THICKNESS OR 12", WHICHEVER IS SMALLER. 6. COORDINATE OPNG LOCATIONS AND SIZES W/ OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING. 7. "L" SEE TABLES ON 2/SC-311. 8. SEE WALL SCHEDULE ON SC-316 FOR JAMB BARS. WALL REINF. @OPENING CONC WALL RAMP SLAB FLOOR SLAB FULLY BEARING ON COLUMN OR WALL BELOW SLAB DOWEL PER WALL SCHEDULE _J BAR BAR VEL SCH. N 1 3 � 3 dt@ FOR CODE CNimpLi, CONC BEARING WALL OR COLUMN DEC 19 2019 BUREAU NERITAS 4ORTRAN;ERICA, I MATCH WALL REINF. SPACING U) W > FLOOR OR RAMP SLAB PER PLAN FULLY BEARING ON COLUMN OR WALL BELOW CONC BEARING WALL RAMP SLAB @ CONC. WALL e job no. 64755 drawn GE (D submittal GE Q_1ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 c: 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 co c 0 ro U 0 revision date C 0 2nd P.C. Submittal 04/12/2019 Q)_ 2 3rd P.C. Submittal 06/07/2019 3 4th P.C. Submittal 09/09/2019 Q Q L L 0 tt5 s (D L 0 co co Q U co 0 a) co Consultant: 1101���/�M N © No, S 0 * Exp.6f3(it21 'Ar (0 DATE SIGNED: 9/9/19 O owner: L U L c� co 0 C 0 W co E L v Q N L 0 L Q U 0 Q X (D 0 5 0 L c>1 Zo L 0 Q O N O L G) 0 U U U Q_ O 0 a) 0 �LU � O � O ��Q� < W M L_ o c^,, M W E > U Q MM� 0) L O W �_ U p �� �- N� 000 W W L r :t 0 N !0. 0 L_ D_ wu"s poi su?.;n�rrev inc.` 'v 15 Studebaker N Irvine CA 92618 lri�ine tel 949.752, if 12 fax 949.752.5321. L j, Palin Sprin"s tel 7 60.323.5090 N N O Q STRUCTURAL CONCRETE DETAILS C Q SHEET TITLE c� SHEET No SC-317 co M4TH P.C. SUBMITTAL M 09/09/2019 l z_ Jw 0, � SV PORT sLge SPgiV A i uPPO�� S NOTE: DO NOT CAMBER SLABS OR BEAM CONTAINING P.T. STRANDS. 3PPOR0 SPAN SLAB CAMBER SLAB Ca BEAM Cb < 15'-0" 0" 0" 1 /2" 3/8" > 20'-0" < 30'-0" 3/4" 3/8" > 30'-0" < 40'-0" 1" 1" TYPICAL TWO-WAY CONCRETE SLAB CAMBERS NOTE ALL REIN SHALL BI THRU JO #4 (T&B) WHERE C REINF. Al OA" (1 (` 1' n" SECTION A -A SURFACEv �"� L1 0.3 Ln - COL 0.33 Ln (NOTE 1) , 0.22 Ln 0.2 Ln SEE PLAN OR (NOTE 1) W/245 MIN. ALIGN W/ COLUMNS 50% As (LONG) As (T) (NOTE 3 & 4) SHOWN ON PLAN 50% As (S ORT) CLASS,A SPLICE @ SUPPORT _. o~ o 50% As SLAB DOWEL As (B) SEE WALL SCHEDULE SHOWN ON PLAN (NOTE 2) e e NOTES: 1. Ln=LARGER OF ADJACENT CLEAR SPANS (L1 OR L2). 2. Ln=LARGER OF ADJACENT CLEAR SPANS (L2 OR L3). 3. COLUMN RE -BAR, SLAB RE -BAR IN OTHER DIRECTION - NOT SHOWN. 4. MINIMUM #5 @ 18" O.C. 5. PLACE CUTTER LAYER REINF IN N-S DIRECTION, e o INNER LAYER IN E-W DIRECTION. 6. MINIMUM TWO BOTTOM BARS IN EACH DIRECTION PASSING THRU COLUMN CORE. 13 TYPICAL 2- As (T) SHOWN ON PLAN NOTE: JOINT SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF SLAB SPAN TYPICAL ELEVATED CONCRETE SLAB JOINT 15 L2 0.33 Ln (NOTE 1) 0.22 Ln (NOTE 1) SEE PLAN OR W/2-#5 MIN. ALIGN W/ COLUMNS As (T) SHOWN ON PLAN v (NOTE 3 & 4) U CLASS B SPLICE TYP., U.N.O. CONC COL SEE PLAN WAY SLAB SECTION AT COLUMN STRIP - ADDITIONAL REINFORCEMENT 0.22 Ln x As (T) SHOWN ON PLAN � o As (B) 50% As (B) SHORT SHOWN ON PLAN 50% As (B) LONG ROUGHENED JT TYP., U.N.O. i e e SLAB DOWEL, SEE WALL SCHEDULE NOTES: 1. Ln=LARGER OF ADJACENT CLEAR SPANS (L1 OR L2). 2. Ln=LARGER OF ADJACENT CLEAR SPANS (L2 OR L3). r 3. COLUMN RE -BAR, SLAB RE -BAR IN OTHER DIRECTION L e NOT SHOWN. 4. MINIMUM BAR SPACING @ 18" O.C. 5. PLACE OUTTER LAYER REINF IN N-S DIRECTION, INNER LAYER IN E-W DIRECTION. 6. MINIMUM TWO BOTTOM BARS IN EACH DIRECTION PASSING THRU COLUMN CORE. 0.22 Ln 0.22 Ln (NOTE 1) (NOTE 1) As (T) CLASS B SHOWN ON PLAN Q Er SPLICE TYP U U.N.O. of J v i 12" LAP @ SU PORT i 0.15 L1 0.15 L2 i i COLSUPPORT I BEYOND TYPICAL 2-WAY SLAB SECTION AT MIDDLE STRIP - ADDITIONAL REINFORCEMENT 0.3 L2 SEE NOTE 4 50% As (B) SHORT 50% As (B) LONG TOP REINF. SPLICES SHALL BE PERMITTED IN THIS REGION ONLY IF REQUIRED COL 0.33 Ln (NOTE 2) i 0.22 Ln (NOTE 2) i 0.3 L2 0.15 L2 q L3 2-WAY CONC. SLAB ,y o 'e e a {, CLASS B U SPLICE SEE NOTE 3 TYP., U.N.O. SEE NOTE 3 i ROUGHENED JT TYP., U.N.O. OT. REIN .SPLICE C LAS( B FALL BE° I>?ERM1TfE «IN THIS EGION ONLY IF EQUIRED EXTERIOR INTERIOR WALL / COLUMN WALL / COLUMN ' •- �' ___ _ INTERIOR CLEAR SPAN L1 - CLEAR SPAN L2 WALL / COLUMN NOTES: .. - 1/I+ FOR CODE A ?^~ COP.11 .. L[Aiv:UC 1. PLEASE REFER TO ACI 318, SECTIONS 12.14 & 12.15 FOR CODE :< i DEC 1 9 2�19 RECOMMENDATIONS ON SPLICING OF REBAR. 2. ONLY HALF OF THE TOTAL REINFORCEMENT IS PERMITTED TO BUREAU BE BE SPLICED WITHIN THE REQUIRED LAP LENGTH. /;ER{�q����� 3. MINIMUM TWO BOTTOM BARS IN EACH DIRECTION PASSING THRU COLUMN CORE. 4. COLUMN RE -BAR, SLAB RE -BAR IN OTHER DIRECTION NOT SHOWN. GENERAL LAYOUT OF UNIFORM REINFORCEMENT & LOCATION OF SPLICES IN 2-WAY SLAB TOP BARS (T) SUPPORT 0.30 L1 SEE SCHED. OR PER SCHED. z WHICHEVER IS EXTEND EVERY THIRD 0.30 L1 OR 0.30 L2 0.30 L1 OR 0.30 L2 J GREATER BAR U.N.O. ON PLANS OR PER PLAN OR PER PLAN } TYP. WHICHEVER IS WHICHEVER IS ~ 30 BAR DIA. GREATER GREATER rUGHENJTZ 246 U �ONT. 2" CLR i TYP L#5 3' 6' BOTT. BARS o TEMP. REINF. I o' BM OR x 2'-8" SEE SCHED. U Q SEE SCHED. 3„ �3' C z WALL @ 12" O.C. > O o_ w U O F- w F- w U) F- U z cn 1" DEEP KEY BEAM REINF. NOT 6" L1 SHOWN FOR CLARITY MIN ONE-WAY SLAB REINFORCING SCHEDULE MARK THICKNESS MAIN REINFORCING TEMPERATURE REINFORCING BOTTOM TOP CONT's BOTTOM TOP CONT's TYPICAL ONE WAY SLAB REINFORCEMENT 121 REBAR STRIP BOUNDARY AT OFFSET PILES REBAR STRIP BOUNDARY D .g 3 job no. 64755 drawn GE 0 15 submittal GE f 01ST PC SUBMITTAL 02/05/2019 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 0 c� U 0 revision date C 0 2nd P.C. Submittal 04/12/2019 2_ 2 3rd P.C. Submittal 06/07/2019 L 3 4th P.C. Submittal 09/09/2019 Q N 0 c L N 0 co Q N 0 m Cn Q) consultant: �eQo�to 70 0 �© 52245r'xt * Exp.6W21 ('3 DATE SIGNED: 9/9/19 0 owner: +•. U c� c� co 0 C 0 co W E N I- N L 0 Q N Q. X N N L 0 c� C Z c) L Q O Cy') ` O /J N 0 c.) U U W O cc N o (D 0 rr UJ °' 'q3_ UJ �- Q a' _ Q W QQ 0 :3 co CC N E Q > cu M C W 0 W M 'U (0 Q O C P1 E 0 00 N I..I..J 0000 L 0 MR 7W N Q 0 GOUVIS U vCUS 571r Hz�:d�JD it{f�,Y 0 _F_ 15 Studebaker N Irvine CA 92618 i31 Irvine tel 949.751 IC 12 fax 949,752.532 t co Palm Springs tel ''60.323.5090 0 C a� co Q STRUCTURAL CONCRETE a) DETAILS co Q SHEET TITLE co a� SHEET No SC 322 co 4TH P.C. SUBMITTAL 09/09/2019 F 3 TIMES THE CONDUIT DIAMETER CLEAR BETWEEN PARALLEL CONDUITS LOCATE CONDUIT IN MIDDLE 1/3 OF SLAB THICKNESS > 0 0 0 REQ'D CONDUIT CLEARANCE LOCATE CONDUIT IN MIDDLE 1/3 OF SLAB THICKNESS SLAB REINFORCEMENT PER PLAN 00000001�2 000 M JIF- 145 x 7'-0" T & B, TYP. 145 x 6-0" T SECTION Y-Y & B, TYP. WALL PER PLAN WHERE OCCURS PLAN AT ELECTRICAL ROOM SWEEP MAXIMUM OUTSIDE DIAMETER OF ANY CONDUIT OTHER THAN SCHED 40 STEEL CONDUIT IS 1". MAXIMUM OUTSIDE DIAMETER OF SCHED 40 STEEL CONDUIT IS THE LESSER OF 2 1/4" AND 1/3 THE SLAB THICKNESS )IT L 1. HORIZONTAL AND VERTICAL CONDUIT IS NOT ALLOWED WITHIN 4'-0" OF ANY COLUMN FACE. 2. NO ALUMINUM OF ANY KIND SHALL BE PLACED IN THE SLAB. 3. CONDUIT SHALL BE PLACED TO PROVIDE AT LEAST 3 TIMES THE CONDUIT DIAMETER CLEAR BETWEEN PARALLEL CONDUITS. 4. CONDUIT SHALL BE LAID OUT TO NOT CROSS OVER OTHER CONDUIT AND TO THE EXTENT POSSIBLE, BE AT LEAST 4" FROM ANY REBAR OR POST -TENSIONING TENDONS. 5. DO NOT TIE CONDUIT TO REBAR OR POST -TENSIONING TENDONS THAT RUN PARALLEL TO THE CONDUIT. TRIM BARS @ RE-ENTRANT CORNERS SEE ARCH. DRAWINGS 12" MIN. CN VI PTS025 NOTES: 1. REINF. SIMILAR FOR CIRCULAR OPENINGS. 2. FOR OPENINGS LARGER THAN 2'-0", SEE PLAN FOR TRIM REINF. 3. OPENINGS LARGER THAN 2'-0" NOT SHOWN ON STRUCTURAL PLANS MUST BE APPROVED BY STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 9 OPENING IN SLAB ']A --RA IAI kDD 2-#4 'OP & BOTTOM =A. SIDE kDD 244 X 4'-0" J CENTER OF SLAB J EA. CORNER FCC039 MAX. OPENING DIMENSION REINFORCING 12" TO 18" 145 EA. SIDE 18" TO 2'-6" 145 T & B, EA. SIDE 2'-6" & 4'-0" 245 T & B, EA. SIDE 5 145 X 3'-0" T & B, TYP. - REINFORCING, SEE SCHEDULE BELOW T R. B, TYP. 12" TYP. MAX. OPENING DIMENSION, L REINFORCING LESS THAN 12" NO TRIM BARS 12"TO24" 145T&B 24" & LARGER REFER TO P 1 NOTES: NOTE: 1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN NOTE: 3. FOR MULTIPLE OPENINGS SEE THE DIAMETER OF THE LARGER OF THE TWO ARE SEE PLANS FOR ADDED REINF. @CANTILEVERED SLABS > 12". 2 CONSIDERED TO FORM A COMBINED OPENING TRIM BARS AT TRIM BARS FOR OPENINGS TRIM BARS FOR MULTIPLE 10 6 2 CANTILEVERED SLAB PTS027 SLAB EDGE PTS021 OPENINGS PTS023 32" 145x 32" T & B PROVIDE 1 OF INTERRUPTED REINF. @ EA. SIDE OF OPENING 6-0" MAX 545 @ 16" O.C. (B) @ 3" O.C. MIN. 2 BARS EXCEPT WALL, BELOW NONE REQD IF NO REINF. 1.4 "L„ TYP. _ INTERRUPTED INTERSECTION OF FIRST BAR AND INSIDE FACE OF WAL (WHERE OCCURS) WALL, BELOW PERIMETER TYP. REINFORCING AND CLEARANCES AT CONDUIT IN SLABS 13 WALL, BELOW SLAB 645 X 7-0" @ 16" O.C. (T) EA. WAY SLAB CORNER BARS SLAB PER PLAN DRAIN TRAFFIC GRATING SEE PLUMBING DWG. ARCH SLOPE d. #4 @ 16" O.C. (T) #4 @ 12" O.C. x a w ED < ry a s 1l U � � 1 U #4 x 3'-6" @ 12" O.C. #5 @ 12" O.C. 31-0" co 345 CONT SLAB SOFFIT BEYOND #4 CONT 2'-0" 4 1 SLAB SOFFIT BEYOND ti SLAB REBAR II PER PLAN DRAIN SYSTEM @RAMP 2'-0" .C. (T) 9n'-n" \A/AI I I Gt\l(,TW ln'_n" fFY `v IL V.l.. /1L I GRIVA'11 G T & B (21 BARS TOTAL) NOTE: SEE FRAMING PLAN FOR VARIATIONS. ADDED REBARS @ INTERIOR STD14SC322 11 SHEARWALLS PTS029 A l c v 7�0" o n\ WALL LENGTH PLAN NOTE: SEE FRAMING PLAN FOR VARIATIONS. 'T. PERIMETER 3 PER DETAIL RE OCCURS OF SLAB ADDED REBARS � EXTERNAL 1SC322 14 12 SHEARWALLS PTS028 7 OPPOSITE FACE OF BEAM OR WALL I E.1 11, M I ki'l M I MAX CLR OPEN TYP HL �. oo j STD 180 HK @ INTERRUPTED T&BSLAB 2-#5X6'-0" T & B @ REINF. @ EA. CORNER CENTER OPENING TYP. OF SLAB —� p NOTE: 1. AT EDGE OF SLAB LOCATIONS, HOOK REINF. INTO OPPOSITE FACE OF WALL OR BEAM. OPENING IN SUSPENDED SLAB OA-- RAIM MAX oPFNWC,, IIIMFN.qICIN MAX. OPENING DIMENSION REINFORCING 24" TO 2'-6" 145 T & B, EA. SIDE 2'-6" & 4'-0" 245 T & B, EA. SIDE 3 FCC030 145 X 3-0" T & B, TYP. REINFORCING, SEE SCHEDULE BELOW NOTES: 1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. 3. FOR MULTIPLE OPENINGS SEE 2 4. FOR REINF. @ OPENINGS < 24" SEE 5 TRIM BARS FOR INT. OPENINGS NSLAB PTS022 job no. 64755 drawn GE aD submittal GE Q1 ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 L C 0 0 revision date 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 ° Q 3 4th P.C. Submittal 09/09/2019 N 4- L -- TL 0 C c� D 0 0 O consultant- le 7C) P't ' S22•. M 0 * EXP. eV30121 'lAr' CAk.��r (� DATE SIGNED: 9/9/19 (n 0 owner: U s✓ 4-- 0 c 0 co co L 0 `fR�r 1 �9 2�19 0- #0494 Q X U (D 0 L c>1 c Z c) L O < (y') O (1) ° 0 U 0 U U Q Q o o �-- CD LL] >IT L Q0)a_ Q L QQ 0 co c cn E IL > U _� Rf L L_ 0 W RS N LL rT- 0 00 N W � W � L " T Q 0 .: . U ss n� C6T:Sifj f12'$f3tlU tttCIfY W 15 Studebaker N f iD.e CA 92618 lndne tel 949.752.1612 flax 5 49, 75?.532'1, L > Palm Springs tel "60.323,50 0 N a STRUCTURAL CONCRETE 2 DETAILS c� Q SHEET TITLE c� U SHEET No SC-323 m4TH P.C. SUBMITTAL 09/09/2019 c� r STUDRAIL @BEAM L EQUIPMENT A PLATE, SEE EQUIPN EDGE OF STUDRAILS -O BE IN LINE WITH ;OLUMN FACES, U.N.O. J Q a w J a c3 W TUDRAIL ENDS T FACE OF COLUMN, TYP OCATION (SHORT SIDE) 113 14 STUDRAIL ENDS AT FACE OF COLUMN, TYP • • • EDGE OF STUDRAILS TO BE IN LINE WITH COLUMN FACES U N 001 8 STUDRAILS @INTERIOR COLUMNS 2" TYP STUDRAIL ENDS • • AT FACE OF COLUMN, TYP • 2" TYP ITS 4 o 0 a 0 EDGE OF STUDRAILS • • TO BE IN LINE WITH COLUMN FACES, U.N.O. • • SLAB EDGE STUDRAIL @EDGE EDGE OF STUDRAILS • • TO BE IN LINE WITH • • COLUMN FACES, U.N.O. 15 STUDRAIL BEAM (SLA "0 HILTI KBTZ ANCHOR 'EQUAL) W/ 3" MIN. EMBEDMENT SCHEDULE BELOW FOR QUANTITY FHK. GALV. METAL WASHER P1 SLAB PER PLAN EQUIPMENT WEIGHT (LB) ANCHOR BOLT STORAGE TANK 9800 12" O.C. FROM SADDLE TO SLAB WATER HEATER 2500 (1) AT EACH CORNER, (4) TOTAL GARAGE FAN 1900 (1) AT EACH CORNER, (4) TOTAL EDGE OF STUDRAILS 'O BE IN LINE WITH ;OLUMN FACES, U.N.O. J Q D 0 w • • J Q D C� w TUDRAIL ENDS T FACE OF COLUMN, TYP STUDRAIL ENDS AT FACE OF COLUMN, TYP 1 • • • kk • • • EDGE OF STUDRAILS TO BE IN LINE WITH COLUMN FACES, U..N.O 9 10 STUDRAILS @INTERIOR COLUMNS "SR 11"1 5 n STUDRAIL ENDS AT FACE OF COLUMN, TYP r r f EDGE OF STUDRAILS TO BE IN LINE WITH COLUMN FACES, U..N.O. STUDRAIL SR2 STUDRAIL ENDS AT FACE OF COLUMN, TYP EDGE OF STUDRAILS TO BE IN LINE WITH COLUMN FACES, U.N.O. STUDRAIL @COR STUDRAIL ENDS AT FACE OF COLUMN, TYP EDGE OF STUDRAILS TO BE IN LINE WITH COLUMN FACES, U.N.O. SLAB EDGE n �4 4 � 0 4 0 EQ. EQ. EQ. NER 2" TYP I EQUIPMENT ANCHOR DETAIL 1161 STUDRAIL BEAM LOCATION (LONG SIDE) 1121 STUDRAIL EDGE MARK N1 N2 D Dh Tr Th OAH So S TOP COVER BOTT. COVER REMARK SR-01 8 9 5/8" 1.98" 5/16" 0.35" 19" 5-1/4" 5-1/4" 2" 3" 9/SC-324 SR-02 8 14 5/8" 1.98" 5/16" 0.35" 19" 4-3/4" 4-3/4" 2" 3" 9/SC-324 SR-03 8 8 5/8" 1.98" 5/16" 0.35" 19" 5-1/4" 5-1/4" 2" 3" 9/SC-324 SR-04 8 12 5/8" 1.98" 5/16" 0.35" 19" 5-1/4" 5-1/4" 2" 3" 9/SC-324 SR-11 10 4 5/8" 1.98" 5/16" 0.35" 9" 3.63" 6-3/4" 1" 1" 5/SC-324 SR-12 10 5 5/8" 1.98" 5/16" 0.35" 9" 3.63" 6-3/4" 1" 1" 5/SC-324 SR-21 10 8 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 7-1/4" 1" 1" 5/SC-324 SR-22 10 10 314" 2.37" 3/8" 0.42" 11-1/2" 4.63" 6" 1" 1" 5/SC-324 SR-23 10 8 3/4" 2.37" 3/8" 0A2" 11-1/2" 4.63" 7" 1" 1" 5/SC-324 SR-24 10 7 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 7-1/2" 1" 1" 5/SC-324 SR-25 10 6 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 8-1/2" 1" 1" 5/SC-324 SR-26 10 9 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 6-1/2" 1" 1" 5/SC-324 SR-27 10 8 314" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5-3/4" 1" T. 5/SC-324 SR-28 10 13 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.75" 4-3/4" 1" 1" 5/SC-324 SR-29 10 12 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5" 1" 1" 5/SC-324 SR-21C 10 11 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5-1/2" 1" 1" 5/SC-324 R-211 10 10 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5-1/2" 1" 1" 5/SC-324 SR-212 10 9 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 6" T. 1" 5/SC-324 SR-213 10 12 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5-1/4" 1" 1" 5/SC-324 R-21 10 6 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 8" T. 1" 5/SC-324 SR-215 10 10 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5-3/4" 1" 1" 5/SC-324 BR-216 10 12 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.88" 5-1/4" 1" 1" 5/SC-324 R-21 1 10 8 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 6-3/4" 5/SC-324 SR-218 10 18 3/4" 2.37" 3/8" 0.42" 11-1/2" 4" 4" 1" 1" 5/SC-324 R-21 9 10 11 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 5-3/4" 1" T. 5/SC-324 R-22 10 14 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 4-3/4" 1" 1" 5/SC-324 SR-22 10 5 3/4" 2.37" 3/8" 0.42" 11-1/2" 4.63" 8-1/2" T. 1" 5/SC-324 N1 - NUMBER OF RAILS/COLUMNS OAH - OVERALL HEIGHT OF RAIL N2 - NUMBER OF STUDS/RAIL S - STUD SPACING OAL - OVERALL LENGTH OF RAIL So - DISTANCE TO FIRST STUD INSTALLATION IN ELEVATED SLAB INSTALLATION IN MAT FOUNDATION NOTES: 1. STUD RAILS IN MAT FOUNDATION SHALL BE INSTALLED UPSIDE DOWN 7 STUDRAIL SCHEDULE 1 2" TYP STUDRAIL ENDS AT FACE OF COLUMN, TYP • F.0r11 rr"ED FOR CODE COMIPLIANCE 101 • DEC 19 2019 • ° BUREAU VERITAS NORTH AMERICA, INC. a � n a n � d P 4 SLAB EDGE EDGE OF STUDRAILS • • TO BE IN LINE WITH COLUMN FACES, U.N.O. • • SLAB EDGE 8 STUDRAIL @ EDGE 11SR-XX11 4 job no. 64755 drawn GE a� Ij submittal GE ,-1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 0 c� U 0 revision date Q 2nd P.C. Submittal 04/12/2019 Q)_ 2 3rd P.C. Submittal 06/07/2019 0 a 3 4th P.C. Submittal 09/09/2019 L 0 0 C M nL\ W O co C (0 a 0 O 0 Q) consultant: �psostQ ¢'3 > 82 f 0 cc p CA1-t DATE SIGNED: 9/9/19 N owner: U L c0 W 0 0 co co E N a I✓ (D 4-1 L 0 L a U v a x a) a� 0 L a Z O L 0 < Lo N S 0) 0 pU U a O 0Cc:3(Z) O r UJ a' � w ��-Q� 0- c>1 L a �Q� O� ^; a) u) E < o � m �_Cct6 U ^ t� O • �, LLB �`N� O� �a LL VT m 0 nL\ W D- X, 0 0 a U) 03uvis x c�i aujangr gyp, trts:'' `v 0 (D - 15 Studebaker N 'Irvine CA 92618 tel 949.752.1612 lax 949,752.5321. _U Pahn Springs tel 760.323.5090 a) in D- STRUCTURAL CONCRETE T DETAILS c� a SHEET TITLE c� '� SHEET NoS C-324 24TH P.C. SUBMITTAL 09/09/2019 BANDED P.T. TENDONS (NUMBER OF TENDONS PER BUNDLE MAY VARY) TOP OF SLAB ], UPPER LAYER OF TOP REBAR, SEE PLAN #7 SUPPORT 7 REBAR , L' CL.RCHAIR, TYP. P. MIN. UNIFORMLY DISTRIBUTED P.T1 TENDON LOWER LAYER OF TOP REBAR, SEE PLAN SEC. THRU BANDED TENDON AT COLUMN PTS013 13 1. I\LLI 1 LIVVVIVV WHIM. r I\ I n1 I VI\IV 8 2. PLACE HAIRPINS PER DETAIL 3. EACH TENDON GROUP RECEIVES INDEPENDENT HAIRPINS. 4. STAGGER HAIRPINS AS SHOWN. TENDON PLACEMENT FOR CURVATURE > 1:12 2" GAP BETWEEN TENDONS, TYP. 8 #4 HAIR PIN SEE TENDON GROUP i6Y8I1I'7 12" MAX. P.T. TENDON Wz W w - - - N.A. w , ' SUPPORT BAR #4 CONT. TOP & BOTTOM 3 TIED TO TENDON, TYP. PER 9 DEAD END DISTRIBUTED TENDONS CONTROL POINTS AS TERMINATED TENDONS, HIGH POINT C.G.S., SHOWN ON PLAN STAGGER ANCHORS 24" SEE PLAN (ANCHOR AT N.A.) LOW POINT C.G.S., SEE PLAN STRESSING END - - - - N.A. N.A.[7. 2 1/8" SPAN/4 b 16" STRAIGHT, TYP., U.N.O. L1/2 L1/2 L2/2 L2/2 L3/2 L3/2 L1 L2 L3 EXTERIOR SPAN INTERIOR SPAN EXTERIOR SPAN WITH STRESSING NO STRESSING NOTE: N.A. = NEUTRAL AXIS FOR UNIFORM SLABS N.A. IS AT MID -DEPTH LENGTH OF STRAIGHT PORTION OF TENDON OVER SUPPORT LOCATION b (FEET) OVER COLUMNS 2'-0" OVER WALLS 1'4' 5 PROFILE FOR PARTIAL PTS005 PARABOLA TENDONS PTS001 i THROUGH TENDON #4 x 24" TOP & BOTTOM WHERE APPLICABLE TIED TO TENDONS, TYP. ANCHOR CASTING 12" TYP. LIMIT OF 12" TYP. #3 HAIRPIN IN BANDED NAIL TO FORM TENDON BAND DIRECTION ONLY TOTAL P.T. SLAB EQUAL TO NUMBER OF GROMMET ANCHORS PLUS 1 12" 1" MAX 16" MIN. IV UNIFORMLY DISTRIBUTED 12 P.T. TENDON - -- - - UPPER LAYER OF TOP —� --NOI REBAR, SEE PLAN z Q W TOP OF SLAB - z_ J BANDED P.T. TENDON P.T. TENDON, w - - -. - - - - LU - - - N.A. SEE PLAN w STRESSING P.T. ANCHOR DEAD END ANCHORAGES SUPPORT BAR STAGGERED AND PLACED TOP & BOTTOM AS REQUIRED REINF. #7 SUPPORTKz PLAN HORIZONTAL IN SLAB 2 HAIRPIN C PER 3/8 T REBAR „ FOR GROUP OF 3 OR MORE ADD'L 244 (T & B) FORM 2" C,�R. 24' @ BANDED TENDON CHAIR, TYP. fiYP : F HORIZ. @ 6" O.C., EXTEND 12" EDGE OF SLAB ELEVATION BEYOND LAST ANCHOR N.A. AT EACH END LOWER LAYER OF TOP REBAR, SEE PLAN CHAIR SECTION NOTE: FOR ENCAPSULATED PT SYSTEM, SEE F 11 E INFO. SEC. THRU DISTR. TENDON PLACEMENT OF DISC. TENDON BAND REINF @ SLAB STRESSING END ANCHOR 14 10 COLUMN PTS014 DEAD END TENDONS PTS010 EDGE OR INTERM. STRESS G PTS006 FOR BANDED TENDONS PTS002 DISTRIBUTED TENDON MILD REINFORCEMENT SPACED @ 6X SLAB TO BE DISTRIBUTED THICKNESS OR 48" WITHIN THE DIMENSION 1.5H W 1.5H O.C. MAX. LINES EACH WAY TYP, HAIRPINS AT TENDON CURVATURE z PROVIDE MIN. (4)-#8 TOP REBAR TYP. HAIRPIN 2 PER ANCHOR CASTING P2 @ MAX. 12" O.C. E/W l J - #4 TOP & BOTTOM NAIL TO FORM BACKUP BARS FOR 7" SLABS OR TIED TO TENDON GROMMET MORE, PLACE ANCHOR = UPRIGHT @ MIN. 3" O.C. 1" MAX 16" MIN. `O i FOR 6 1/2" SLAB OR LESS, PLACE ANCHORS STRAND iAI— SIDEWAYS @ MIN. PER BUND4 LE °' i 6" O.C. TOP & BOTTOM 1/2" 4'-0" U.N.O. ON PLANS = �? ; - SLAB EDGE BARS PER 4 TYP. BETWEEN z - - - - - N.A. EQUAL EQUAL BUNDLES U.N.O. GREASED AND UNIFORM 1 r_12MAX. MIN. SPACING coSTRAND PLASTIC WRAPPED • STRESSING TAIL TENDONS 1#4 CONT. BANDED TENDONS 4 PER BUNDL MAX.1" CLR. CURVTURE Ln/6 MIN 2 STRANDS MIN. @ UNSUPPORTED SLAB z EDGE, PARALLEL TO UNSUPPORTED EDGE. SLAB EDGE 1 1/2" CLR. FORM f • • NOTES: - GROMMET AT CHAIR ,. _ 1. TWO STRANDS MIN. TO PASS DIRECTLY OVER EA. COLUMN, EA, WAY. 16" STRESSING SUPPORT BAR STRAIGHT ONLY END 2. AT LEAST 4 REBARS TO BE PROVIDED IN EACH DIRECTION. SUPPORT BAR OR BANDED BOTTOM REINF. 3. REBAR SHALL EXTEND AT LEAST Ln/6 ON EACH SIDE OF THE FACE OF COLUMN. SLAB BOLSTER TENDONS SEE PLAN Ln = LENGTH OF CLEAR SPAN MEASURED FACE TO FACE OF COLUMNS. NOTE: NOTE: 2" MIN. CLR LEGEND: H SLAB THICKNESS + D = 1. FLARING OF BANDED TENDONS @ SLAB EDGE FOR ENCAPSULATED PT SYSTEM, SEE SC333 FOR MORE INFO. W = COL. WIDTH D = CAP/DROP DEPTH BELOW SLAB SOFFIT FACE OF COL. SECTION: BANDED TENDONS @ FLARING OF BANDED TENDONS STRESSING END ANCHOR 15 TOP REINF. C� EXT. COLUMNS 11 � - MID SPANFOR PTS015 PTS011 SLAB EDGE PTS007 DISTRIBUTED TENDONS PTS003 MILD REBAR TO BE PLACED WITHIN DIMENSION BAND TEND( SLAB UNIFC TEND, L2 NOTE: THE SPAN OF THE TRANSITION TENDON CHANGES FROM L1 AT LINE 1 TO L2 AT LINE 2. PLACE TRANSITION TENDON WITH ITS LOW CONTROL POINT, a, VARYING LINEARLY FROM a1 TO a2. PLACEMENT OF UNIFORM TENDONS GRIDLINE GRIDLINE DISTRIBUTED TENDONS SPACED @ 6 X SLAB THICKNESS OR 48" O.C. MAX., U.N.O. BANDED TENDONS. MAX. 4 STRANDS PER BUNDLE PROVIDE MIN. (4)- #8 TOP REBAR MAX. 12" O.C. E/W NOTES: 1. TWO STRANDS MIN. TO PASS DIRECTLY OVER EA. COLUMN, EA. WAY. 2. AT LEAST 4 REBARS TO BE PROVIDED IN EACH DIRECTION. 3. REBAR SHALL EXTEND AT LEAST Ln/6 ON EACH SIDE OF THE FACE OF COLUMN Ln = LENGTH OF CLEAR SPAN MEASURED FACE TO FACE OF COLUMNS. LEGEND: H = SLAB THICKNESS + D W = COL. WIDTH D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COL. TOP REINF. � INT. COLUMNS PTS012 OPENING OR CENTER 4" OF TENDON TURN 28" P.T. SLAB �.; A . A EDGE OF OPENING, WHERE OCCURS P.T. TENDONS, #4 HAIRPIN PLACED RADIALLY SEE PLAN TO HOLD TENDONS IN PLANE OF SLAB (PERPENDICULAR TO TENDONS, SEE DETAIL 9 TENDON HAIRPIN SECTION A -A HAIRPIN C PER 2 12" MAX. P.T. TENDON wz W w Q - - - - N.A. U) W — SUPPORT BAR REBAR SEE 2 FOR CODE CUM, �. DEC 19 2019 BUREAU VERITAS AURTN AwERICA, Iki4,. TYP. HAIRPIN @ TENDON DEAD END AT BANDED 12 CURVATURE PTS008 TENDONS PTS004 job no. 64755 drawn GE 0 4- Q submittal GE E 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 5 0 U 0 revision date 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 L ° 3 4th P.C. Submittal 09/09/2019 Q 0 L 0 L 0 L 0 O Q _ 0 U _(D 0 n) consultant: nV` W N L 0 a DATE SIGNED: 9/9/19 � owner: U L O 0 C 0 0 Q 0 L 0 L Q 0 Q X 0 0 0 L Z c) O < cle) O 0 L n Lo (3) 0(-) 0 U L_ UU) In O (D AIIIII 0 rr : o -C W °' �- W J C Q0 a- QQ a) (-) O n; c E III<> L CO 0)W 0 W L C O L LL E N O o0 � W � W tL v— 0 0 a O > GOUVIS .................................................... U cot srrj �zgr uU trtt v 0 15 Studebaker ( Irvine CA 92613 c Irvine tel 949.752.16 fax 949.75'?.53`? 1 Patrr; Springs tel "160.323,5090 0 s= m D_ POST -TENSIONED DETAI LS c� Q SHEET TITLE ro O SHEET No SC 331 0 24TH P.C. SUBMITTAL 09/09/2019 3-0" MIN. STRAIGHT MAXIMUM CURVATURE, TP12" MIN. SEE PLAN, TYP. YY. 6 1� 2" CLR., MIN. ` TENDON 9 � HAIRPIN PER SC331 * NOTE: WHERE TENDON CURVATURE EXCEEDS 1:6 SEE 9 SC331 TENDONS PLACEMENT OPENING 13 g 5 1 24" OR LARGER PTS017 DIAGRAMMATIC REINF. PLACEMENT SHOWN CTR. GROUP OF REIN. AT ON PLAN CL COL. COL. CL. UNO. ON PLANS AV #6 X 6-0 @ 18" O.C. POUR STRIP 3-0" 3/8" V-GROOVE AND TOP, EA. SIDE U.N.O. ON PLAN SILICON SEALANT, i DROP PANEL 3" 3" TYP. @ TOP #6 X 7'-0 @ 18" O.C. a0 _ . J 0 BOT., EA. SIDE STRAND TAIL _ _ _ _ _ w i- - U U SEE NOTE wv i i BAL. TOP REINF. i a- W i PLACE FULL WIDTH BTWN. COL. TOP REINF. Uz — — — — — — 10'-0" a_w -- - - 2-#4 BACK-UP BARS, 18" TYP _4 U m 3 #6 (T&B) CONT. KEEP SHORING, SEE NOTE WHERE OCCURS 9„ 9„ EQ. EQ. STAGGER AS NOTED IN TYP TYP "TOP REINF. SCHED." ACTUAL REINF. 1'-0" MIN ,SEE NOTE1 ( ) SHEAR KEG PLACEMENT NOT �__-- ___� - 1/2" TYP. SHOWN ON PLAN i i _ _ _ _ UO NOTES: U "REF. DIM" (IF SHOW ON PLAN) 1. RETAIN SHORING FOR BAY INCLUDING POUR STRIP & THE ADJACENT BAYS 2-#4 CONT. P.T. TENDON #4 CONT. @ 18" O.C. T & B, OTHERWISE, DIAGRAMMATIC REIF. UNTIL CLOSURE CONCRETE REACHES SLAB'S DESIGN STRENGTH OR 14 DAYS. ADDED SEE PLAN SEE SLAB/WALL RELEASE L_ __--_J --- IS CENTERED ON THE COL. 2. CLOSURE STRIP TO BE POURED WITH NON -SHRINK CONC. NOT LESS THAN 60 DAYS PLAN FOR EXTENT 10 AFTER STRESSING SIDE POURS. DIAGRAMMATIC REIF. 3. ROUGHEN & CLEAN JOINTS & WET PRIOR TO PLACING CONCRETE. i PLACEMENT SHOW ON PLAN 4. ELIMINATE ACCIDENTAL MISALIGNMENT BETWEEN EDGE OF SLABS THAT ARE TO BE JOINED WITH A CLOSURE STRIP. USE MECHANICAL METHODS SUCH AS JACKING IF NECESSARY. 5. RAISE EDGE OF SLAB 1/4" @ CLOSURE TO ALLOW FOR SETTLEMENT. NOTES: 6. PROVIDE WATERPROOFING MEMBRANE IF REQUIRED FOR WATER -TIGHTNESS. 7. IF CLOSURE IS EXPOSED TO WEATHERING AND/OR MOISTURE 1. STAGGERED CONDITION APPLIES TO ALL TOP BARS EXCEPT HOOKED BARS AT SLAB EDGES. USE GROMMETS. CUT STRESSED STRAND TAILS, PREPARE AND SEAL STRESSING POCKETS AS STIPULATED IN GENERAL NOTES. CAULK JOINT ALL AROUND. TYPICAL SECTION AT TYP. FLAT SLAB TOP REINF. PLACEMENT 14 POUR STRIP 10 6 2 PTS035 SLAB PERIMETER PTS037 EQ. EQ. PLACE TOP REINF. @ SUPPORT @ 4" O.C., CENTERED ON WALL STAGGER STAGGER ADDED REBAR AND OVER INTERIOR WALL CONDITION HAIRPIN AT BANDED 16" MIN. 12" TENDONS ONLY STRAIGHT (APPROX.) 1" MIN. _ - BOTTOM REBAR WHERE OCCURS, SEE PLAN (EXTEND 1/4 OF INTERIOR SPAN w z� dBARS AND 1/3 OF EXTERIOR SPAN BARS w Q _ _ _ _ NA U)W a CONTINUOUS TO COLUMNS OR SUPPORTS COLUMN MID -SPAN WALL #4 x 48" @ 24" O.C. P.T. SLAB TOP & BOTTOM ADDED D D L�+1 " �s+18" L/3 LINO QN PLAN %6+1 L +18" EQ. EQ. J I r- _, SHEAR KEYS 2'-0" LONG 244 BACKUP BARS @ 4'-0" O.C. AT DISTRIBUTED � TENDONS ONLY N 11 STAGGER STAGGER TOP REBAR 6 I AT SUPPORT TYP. L1 L L2 PLAN VIEW NOTE: UNLESS NOTED OTHERWISE, STAGGER NOTE: ALL BARS (ALL CONDITIONS) 12". 1. JOINTS SHALL BE LOCATED CLOSE TO 1/4 OF SPAN. WHERE SPACE IS INSUFFICIENT, FIELD ADJUST TO LESS STAGGER. CONSTRUCTION JOINT WITH 15 11 7 ARRANGEMENT OF BARS IN PT SLAB INTERMEDIATE STRESSING PTS018 3SD332 SLAB EDGE 2 1/2" CLR., 2 1/2" CLR., CONSTRUCTION JOINT MIN. MIN. 1'-6"ZIJ TYP. o TENDON TENDON FIRST POUR SECOND POUR #5 x 3-0" 12" O.C. hQ ^ CONTINUOUS SLAB REINF. @ 1 1/2" ADDED AT M.D., CENTER ON C.J. �S ^w M w z wc� w Q N.A• TENDON - _ p - STEEL PIPE INSERT 2" CLR., - 1" CLR., 2" CLR., 1" CLR., TYP. A - TYP. TYP. TYP. I<Lx (SCHED.40) IS REQ'D w WHEN SLAB PENETRATION IS WITHIN 45' BEARING -145 T & B, T & B, CONE OF TENDON '� TYP. TYP. ANCHOR [__----l-#5 CONTINUOUS P.T. TENDON SHEAR KEYS 2'-0" LONG L @ 4'-0" O.C. PENETRATIONS FARTHER THAN 1.5 TIMES THE DIAMETER (D) BUT NOT LESS THAN 18" MIN. FROM TYP. o - ANCHOR, DO NOT REQUIRE STEEL PIPE INSERT. N REINF. FOR OPENINGS IN SLAB, 12"-24" NOTES: 1. SWEEP P.T. TENDONS (WHERE POSSIBLE) TO AVOID FOR CODE CO�MPLI ro^ - ii�L, PLAN VIEW CONFLICT BETWEEN P.T. ANCHORS AND OPENINGS. e NOTE: DEC 19 2019 2. PENETRATION WITH DIMENSIONS GREATER THAN SINGLE OPENINGS OF SMALLER DIMENSION DO NOT NOTE: 12" REQUIRE TRIM REBAR PER 4 REQUIRE TRIM BARS. FOR OPENINGS OF LARGER 5 DIMENSION AND MULTIPLE OPENINGS REFER TO BUREAUVERITASNORTHAMERIR�I��. 1. JOINTS SHALL BE LOCATED CLOSE TO 1/4 OF SPAN. - e CONSTRUCTION JOINT WITH NO 16 1 � OPENINGS ryW� P.T. ANCHORAGE �— 8 TRIM BARS @ SLAB OPENINGS �" 4 INTERMEDIATE STREESSING PTSO41 PTS024 PTS020 job no. 64755 drawn GE aD r Q submittal GE 01ST PC SUBMITTAL 02/05/2019 ca 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 co E 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 aoi 2 3rd P.C. Submittal 06/07/2019 L 3 4th P.C. Submittal 09/09/2019 0- N 0 C I✓ L 0 C co 0- 0 c 0 aconsultant:�eorssray 0 A L No. S 5226 M r. 0 � c� DATE SIGNED: 9/9I19 0 owner: U L c� U 0 c 0 U) E L N D_ 0 L 0 L.- D_ co cn 0 Q X N N 0 c� Q Z c) L O < (y) O N O a- q) _0 0 c) D Ucn 0 0 rr D o f - CD 0 — u) �o 0 W >� W <cy) 0 QQ a)U O n; If -a) u) E Q— > M 0)W E 0 W (� ( O LL E NM 0 Co W nW 1.L LL D_ N > wu"s X ro-J sitr m�rduU usf ''-t}v 0 15 Studebaker cu 'Irvine L � t.A 92f 1 .� 1rv12G to l 949.752.1612 fax 949.752.531 ` 1 co L > Palm springs te1760,323,5090 (D U U) a POST -TENSIONED 2- DETAILS co a SHEET TITLE co SHEET No SC 332 N co 4TH P.C. SUBMITTAL 09/09/2019 13 14 SEE NOTE 4 1 2 3 4 E� — — BULKHEAD 1 1/4" S5CP+ STRESSING END ASSEMBLY ITEM DESCRIPTION 1 END CAP S5CP+ 2 GROMMET S5CP+ 3 MONOWEDGES TYPE 1.5 4 ANCHORAGE S5CP+ 5 PROTECTION SLEEVE S5CP+ 6 1 STRAND GREASED AND COATED N CV x LO NOTES: 1. LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS 2. INSTALL GROMMET FLUSH BETWEEN BULKHEAD AND ANCHOR FOR TIGHT SEAL. 3. SLIDE SLEEVE TIGHT AGAINST ANCHOR. BE SURE NO BARE STRAND IS EXPOSED. TAPE IF NECESSARY. 4. AFTER POURING. AT TIME OF STRESSING, REMOVE GROMMET AND INSERT WEDGES. 5. AFTER STRESSING, CUT STRAND TO WITHIN 1/8" OF END OF END CAP AND GREASE END CAP PRIOR TO INSERTING IT TIGHT AGAINST ANCHOR 6. PATCH STRESSING POCKET PER PROJECT PLANS. ENCAPSULATED SYSTEM FOR TENDONS (STRESSING END) 1 2 3 (V — -- — 7 — CV x LO 1 1/4" 2 1/2', 11" 11" BULKHEAD ITEM DESCRIPTION 1 END CAP S5CP+ 2 MONOWEDGES TYPE 1.5 3 ANCHORAGE S5CP+ 4 PROTECTION SLEEVE S5CP+ 5 ISTRAND GREASED AND COATED PT060 a io z Lu g �n U6 +18" MIN. rENDONS * H.P. ADJUST HIGH PT. TO INCLUDE THE TOPPING SLAB THICKNESS. #4 T & S REINF., ALTERNATE TOP & BOTTOM PLAN SLAB THK. T & S REINF. 8" #4 @ 18" 10 1 /2" #4 @ 14" 12" #4 @ 12" TENDONS THRU COL. @ SOFFIT STEP 5 ARRANGEMENT OF TEMP. & SHRINKAGE REINF. PTS054 FOR STEP FROM 0.0 L 0.25 L I L=0.25 TO L=1.OL 1.0 L / � \ \ I I \ Ir UJ O U / W I \ m Q O REFER TO STEP / 24" a DETAIL SHOWN / 12" \ TOPPING/PAVER N O o PER ARCH ' z _ i i / #4 H.P. H.P. @ 30" O.C. w a_ W 1 \12PODIUM SURFACE IS FLAT SLAB WATER -PROOFING c~n w ` � � / i SLOPE TO DRAIN I /------ —� i H.P. SEE ARCH DWG. w OU .00 P.T. TENDONS r L.P. L P i \\ O0 T #4 CONT a- 00 I \ / j Za_w U T \ / LOCATE SOFFIT MATCH SURFACE SLOPE L START OF � BREAK DIRECTLY/ SOFFIT SLOPE i BELOW SURFACE STEP SPAN "L" NOTE: ALTERNATE SOFFIT BREAK LAYOUT MAY BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. LOCATION OF SURFACE STEPS FROM .25L TO 1.OL PTS030A P.T. TENDONS rpi FOR STEP FROM L=0.0 TO L=0.25L 0.0 L 0.25 L I — REFER TO STEP DETAIL SHOWN MATCH SURFACE SLOPE m � 24" TOPPING/PAVER N U) o / 12" PER ARCH z = / #4 @30"O.C. waa� SLAB WATER -PROOFING w SEE ARCH DWG. o UJ I w I \ #4 CONT / 2 NOTES: 1. LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS. SPAN "L" 2. IF FABRICATED AT SHOP,WEDGES,GREASE CAP, AND NOTE: SLEEVE WILL BE ASSEMBLED TIGHT TO ANCHOR 3. IF FIELD SEATING IS REQUIRED, BE SURE ALL COMPONENTS ALTERNATE SOFFIT BREAK LAYOUT MAY BE SUBMITTED ARE TIGHT TO ANCHOR, BE SURE NO BARE STRAND IS TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. EXPOSED, TAPE IF NECESSARY ENCAPSULATED SYSTEM FOR 15 LOCATION OF SURFACE STEPS FROM 0.0 L TO 0.25 L 3TENDONS DEAD END PT061 PTS031A ADD 346 @ 4" O.C. @ MID -DEPTH a'-6" 3" AX. 3" MAk N, NUMBER OF TENDONS — — — — — N, NO. OF TENDONS a_ I a PLAN + ``' z + PLAN z CY)2-#5 x 3'-0" _ -- — (T&B) N N _-- _-- --- ADD 4-#4 (B) 36" 36" SLAB DOWEL PER WALL SCHED. SHEAR KEYS 3" X 1/4", TYP. ' CLR SHEAR KEYS 3" X 1/4", TYP. SEE NOTES * '_J�4" BM REINF GOVERNS WHERE BM OCCURS. ' SEE NOTES , #6 X 7'-0" SECTION @6"O.C. SECTION 8 17 * #5 X 6'-0" - v N v STRAND TAIL J 245 CONT. @ 12" O.C. SEE NOTES v * #5 X 7'-0" NOTES: • WALL PER PLAN @ 6" O.C. 1 . IF BLOCKOUT IS EXPOSED TO WEATHER AND OR MOISTURE USE GROMMETS; CUT STRESSED STRAND TAILS; PREPARE ^'���EDFORCODECD�;�Ej��p+fit NOTES: STRAND TAIL AND SEAL STRESSING POCKETS AS STIPULATED IN THE 1 . IF BLOCKOUT IS EXPOSED TO WEATHER AND OR MOISTURE SEE NOTES GENERAL NOTES; CAULK JOINT ALL AROUND. DEC 19 2019 USE GROMMETS; CUT STRESSED STRAND TAILS; PREPARE 2. CONTINUE ALL INTERRUPTED BARS SHOWN IN PLANS THROUGH AND SEAL STRESSING POCKETS AS STIPULATED IN THE THE BLOCKOUT. BURE411)VERITASNORT11AMERICA,lhe, GENERAL NOTES; CAULK JOINT ALL AROUND. 2. CONTINUE ALL INTERRUPTED BARS SHOWN IN PLANS THROUGH 3. FILL BLOCKOUT WITH NON -SHRINK CONCRETE WITH MIN. THE BLOCKOUT. 3. FILL BLOCKOUT WITH NON -SHRINK CONCRETE WITH MIN. fc=5000 psi. 4. PROVIDE TRIM BARS PER 6 SC332 PTS022 STRESSING BLOCKOUT � WALL 16 12 8 STRESSING BLOCKOUT PODIUM SLAB 8SC333 PTS034 job no. 64755 drawn GE N E submittal GE f 0 1ST PC SUBMITTAL 0- 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 L 0 c� U 0 revision date 1 2nd P.C. Submittal 04/12/2019 Q 2 3rd P.C. Submittal 06/07/2019 0 3 4th P.C. Submittal 09/09/2019 0- (D L 0 4- C c� nL` W 0 c� Q 0 0 9, Q) consultant: O'o�¢N t Gre+ 0 w S a22 , m 0 c fit. $f$t)!21 # ��Ak.►� C DATE SIGNED: 9/9/19 owner: U L t� 0 C: 0 U E nL\ nW S.L Q) 4-1 L 0 L Q co co N L Q X N N 0 L Z c) L Q Q O N + 0 (L11_ Lo -C U pU U) U o � a) t6 0Cc�� �� LJJ °' 4t W Q� �Q� O� 4-a U : N n; W u) E > Q Mc6 � LLJ L 0 W �_ U c� cf: O .� E ` N O 00 (D W Cy) W LL 0 -down UK nL, W Q 0 L n I tel 949.752.1612 fax 949.752.5321 Palm Springs tel ?60.323.5090 0 N N Q POST -TENSIONED DETAILS O c� Q -u SHEET TITLE c� co 'SHEET No SC 333 -0 (z4TH P.C. SUBMITTAL 09/09/2019 1. OVERSIZED HOLE OR HOLE 1 6 3 GREATER THAN 1/16" OVER 1. TYP. 1 1/8"0 OR 7/8"0 1 4 3 2 1. EXISTING FOUNDATION 5 BOLT DIAMETER THREADED RODS @ G" PREFABRICATED SHEAR iv 2. NEW FOOTING, MINIMUM SAME job no. 64755 2. ANCHOR BOLT W/ WASHER. PANEL PER PLAN cop SIZE AS EXISTING OR SEE � PLAN FOR SIZE. 3. SILL PLATE 2. NATURAL GRADE 1 T 3 1 5 -0 drawn GE 4 ii it 3. #4 DOWELS ((�� 18" O.C. BENT v ° 4 ° �I 4. EPDXY GROUT 3. PREFABRICATED SHEAR a AS SHOWN IN FOOTING & +� 4 2 1 ; ii PANEL PER PLAN 1 OVERLAP MIN. 24" AS SHOWN E submittal GE 5. SIMPSON BPS 5/8 2 1 3 5 6 a 1 IN SLAB. u U ° 4. EXISTING CURB WHERE / / / / / / 1 7 p 6. STUD WALL PER PLAN 4 OCCURS..N \/\\�\\ 1 4. MIN. 5" EMBEDMENT OF L 1 ST PC SUBMITTAL 02/05/2019 FIX USING EPDXY GROUT FIX USING SIMP. BPS 5/8 ° 5. DRILL HOLES IN EXISTING \\\/ 1 CONCRETE W// SIMPSON SET-XP LS INTO EXISTING c 2ND PC SUBMITTAL 04/12/2019 ° CURB & FOOTING FOR NEW . . . . . . . . . . . . . ° • EPDXY, ESR #2508. PERIODIC BOLTS. FILL HOLES W/ SIMP. ---- - a �} SPECIAL INSPECTION IS REQ'D. 3RD PC SUBMITTAL 06/07/2019 FIX FOR OVERSIZED HOLE 15 ° ° d ° PSET LACEMXYPRIORTOBOLT 10 0 4TH PC SUBMITTAL 09/09/2019 R D5088 , ° PLACEMENT. X 13 X 5. NEW SLAB PER PLAN � U) 6. TYP. EXISTING FOOTING. 4 6. ADDITIONAL #4 BOTTOM DOWEL 1. POST PER PLAN. ° 6 AT ENDS ONLY. C ° 7. NEW 15" WIDE x 48" LONG 4 4 1 N 24" 0 n.: 2. SIMPSON ABU COLUMN BASE 7 GRADE BM. CENTERED @ cO 7. FOOTING REINFORCEMENT M p 2 TO MATCH POST SIZE. CORRECTLY PLACED PANEL. 3 PER PLAN OR MIN. (1) #4 TOP0 4. 8 WHEN FTG. IS MISSING. d AND (1) #4 BOTTOM. reVlSlOn date 1 3. 5/8" DIA. SIMPSON WEDGE ALL o a°° 1 3/4" I 4 3 ANCHOR WITH 4 1/2" MIN. ° ° ° 8. (2) NEW #5 BARS TOP & BOTT. X= LENGTH TO BE ENOUGH TO HAVE MIN. NO. OF MIN. ° ° ° ° EMBEDMENT INTO CONIC O ° ° ° NAILS OF SPLICE NAIL AS PER PLAN (STRAPS 2nd P.C. Submittal 04/12/2019 u MIDDLE OF SLAB CONDITI N. +� 1 MIDDLE OF SLAB CONDITION 3„ ° MUST EXTEND MIN. ONE STUD BAY EACH WAY). 2 3rd P.C. Submittal 06/07/2019 EDGE OF SLAB CONDITION CL \/\\�\j//\�/\� o 4. 5/8" DIA. THREADED ROD U \/ \j 3 4th P.C. Submittal 09/09/2019 NOTES: EMBEDDED 5" INTO CONC. _ \\ // Q - FOLLOW MFR. SPECIFICATIONS W/SIMP. SET EPDXY. CO 7 6 8 1. TYP. BLK'G OR RIM. 5 N FOR INSTALLATION OF ABU AND ANCHORAGE SYSTEM 48„ 2. ROOF OR FLOOR SHEATHING. 5. SPECIAL INSPECTION IS L - PAD FOOTING BELOW SHOULD REQUIRED FOR BOTH 3. ROOF TRUSS OR TJI's BE NO MORE THAN t 8" OFFSET CONDITIONS. @ SIMILAR CONDITION FROM POST LOCATION FF1 1 @FLOOR. ADDITION OF FTN'G./SLAB AT 21 R MISSING/MISPLACED COL. BASE 16 RETROFIT FOR MISSING FOOTING 10 9 4. 2x4STUDS R 1 �, D5089-101027R PREFABRICATED SHEAR PANEL. 5. DBL. TOP PLATES. EXISTING FOUNDATION FF1 1. 2 1/16" WIDE x 12GA. STRAP 6. CS STRAP R(p� EA. SIDE SOLE 0 ° 2 (MST48 OR EQUAL). PLATE IF Cl7T. 2 1 1. EDGE NAILING ADJOINING 0 a 2. 1/2" 0 SIMPSON TITEN HD AREA OF FRAMING PANEL EDGES, TYP. � . a CONCRETE SCREW ANCHORS. 13 13 7. ADD FULL HEIGHT BLK'G W/ TO BE "CUT-OUT" 2. SHEAR PER PLANS, TYP. M 1 ICC-ESR# 2713 WITH 4 1/4" SHEATHING E.N. ? AFFECTED 3. 3X MIN. POST PER SW SCHED.) a EMBEDMENT. REFER TO ICC BAY AND ONE BAIL EA. WAY MIS -INSTALLED W/ A 2X STUD. 0 AND MANUFACTURER SPECS. BEYOND. MIN. (3) BAYS OF 3 4. NEW POST AS SHOWN. POST TO O 1. #4 DOWELS EMBEDED FOR INSTALLATION BLOCKING. BE SIZED TO ACHIEVE MIN. 1 1/2'. 0 4 1/2" INTO EXISTING 4 PROCEDURES (SEE TABLE). _ -_ -_ - -_ -_ -_ -_ -_ _- -_ -_ -_ _ OVERLAP OF SHEAR PANEL. CONCRETE @ 6" O.C. (MIN. 2). 3. 16d COMMON NAILS 8. RIM INTERRUPTED @ DUCT. AS BUILT. 5 ALTERNATE TO 3X MIN. POST PER 0 USE 0.1620x 2 1/2" NAILS. SECTION @ FLOOR FRAMING SW SCHEDULE, USE (2) 2X STUDS < 2. REPLACE CONCRETE (SEE TABLE). 9. A35 PER PLAN AND MIN. (1) g (NOT ACCEPTABLE W/ 2 ROWS OF 16d SINKER NAILS 9` ° SPALLING WITH HIGH 4. USE 4x4 POST MIN. EA. SIDE OF BREAK. SEE FIX BELOW) (ROWS STAGGERED) WITH O ° STRENGTH CONCRETE 5 3 5. REPAIR CONC. SPALLING, SPACING IN EACH ROW PER p,Q•S$Ip a IF OCCURS, W/ HIGH STRENGTH 10. A35, PER BLOCK. 1 SCHEDULE BELOW. consultant: 4 N MIX, OR EPDXY s4Q ...� ! fc=2500 PSI MIN.). CONC. MIX. 2 6. SHEAR PANEL WHERE OCCURS 1/8"MIN., TYP. � a.,• �' a 1 6. MIN. (2) #4 DOWELS EMBEDED 11. E. N. THIS SIDE ALSO, PER PLAN TYP. 4 1/2" IN CONC. 14 N Ci � 10 12. SHEAR PANEL. L cc © tV4` 55226 •• M 6 2 11 PANEL TYPES NAIL SPACING 0 Exp. Sr�{il21 13. (2) CS16 EA. SIDE W/ 10d's 4 R TO CONCRETE SPALLING 17 BE NAIL. @TOPAX FSHE _------------- � ��' z BE NAILED(c� TOP OF SHEAR 2Q @ 12" O.C. FF17-1 10401 ° ° PANEL AND TO HAVE MIN. 1 1/2" FIELD FIX. ALT. INT. FTG. W/ NOTES: NO. OF NAILS EQUAL TO EXTANT. FTG. � a SPLICE NAILING PER PLAN. 6 3Q @ sill O.C. > SIMPSON EPDXY >_ MISSING REPLACE ASTM-A36 A36 PLATE 1e ASTMA307 C hef C ���\���\���\���\���\���\�i �i��������/� Ln ~ ALL METALS EXPOSED TO N 10 NAILS MAY BE USED. DATE SIGNED: 9/9/19 HOLDOWN WITH ROD 0 WASHER ROD 0 (MIN.)j° ° ��/j�//��/� GALVANIWEATHEZEDR REATED AND EARTH SHALL BE 14. ADD 2X6 MIN. BLK'G W/ 2 1 Q @ 6" O.C. N HDU2, PA28 HDU2 2"x2"xl/4" 1/2" 10" 8" PROTECED AGAINST CORROSION. 13 13 SHEATHING E.N. @ AFFECTED U IT- - z ~ z BAY AND ONE BAY EA. WAY 5Q @ 5" O.C. o owner: HTT4 HTT4 3/4" TO FTG. 0 O MIN. CONCRETE STRENGTH BEYOND. MIN. (3) BAYS OF } ° p fc= 2000psi. 12 BLOCKING. HPA28, HTT5, HPA35 5/8" 21/2N21/2"xl/4" 12" 5/8" TO WN 15 12 co O o 5 DBL SIDED ,& @ 4" O.C. L STHD10, STHD14 HTT5 OVERALL LENGTH OF STRAP TO c� SEE DIET. B BE SPECIFIED BASED ON SITE SECTION @ROOF FRAMING - - - - - - = - - - - - - - DEL SIDED, 4 @ 3" O.C. II HDU4 HDU4 STRAP # OF BOLTS # OF NAILS CONDITION, BY CONTRACTOR, HDU8 HDUB 3"x3"x3/8" STHD10 2 (23) NAILS SIMPSON "MST" STRAP (OR STHD14 3 (32) NAILS EQUAL) MAY BE USED IF LENGTH 6 ALTERNATE DEL SIDED ,&, @ 2 1/2" O.C. N HDQ8 HDQ8 7/8 31AN314'0/8" 131 0 HDU11 HDU11 31/2"x31/2"x3/8" 16" FIX AND ALTERNATE @ADJOINING FIX FOR MISSING HOEDOWN _° HDU14 HDU14 4N4"x3/8" 19,- 1. MULTI -STUD OR POST PER PLAN 0 22 3. ADD 12. NEWHOLDOWN, X 3/16" CUT PLATE R @ PLACES WHERE HTT5 HOLDOWN FIX CANNOT BE APPLIED FF1 11 R F I E L D FIX @ P LATE/RIM BREAK FF6 6 R PANEL EDGES OF SHEAR WA L L �-F2-120124 2 co 2 10 WASHER BETWEEN NUT & HOLDOWN E FOR 1/2"0 ADHESIVE ANCHORS ONLY. N 4. THREADED ROD (THRU BOLT) W/ HEAVY 1. TYPICAL FLOOR SHEATHING. Q HEX NUT TACK WELDED TO PLATE aI WASHER. SEE SCHEDULE FOR PLATE 2. SINGLE 1--JOIST HEAD OUT,, 9 _ SIZE. ALT. TO TACK WELDING "BEYOND". 1✓ APPLY DOUBLE HEX NUTS TO L SECURE PLATE WASHER. 3. SIMPSON "IUS" HANGER. F©ACOD� 5. 21/2" THK. MIN. DRY PACKED 4 8 = NON -SHRINK GROUT ALL AROUND. 4. ADJACENT I -JOIST PER PLAN. 1 1 1. EXIST. 2X, 3X PER PLANS. 0 SURFACE IN CONTACT WITH GROUT 1. OPENING IN CONC. SLAB. 1 ' ��•�^ DETAIL B SHALL BE CLEANED, FREE OF 5. I-JOIST/250 BLOCK ALT. 2 1 2. TYP. #4 DOWELS @ 12" O.C. ° (a� -- ° I 2. NEW 2X BOTH SIDES. `'`��%�f�?O GREASE AND LAITANCE. SOLID LSL BLOCK @ HEAD (MIN. 2 PER SIDE) EMBEDDED 2 2 �j 19 CONC. 6. NOTCH CONC. ALONG FTG. LENGTH 3 2 1 OUT. WEB FILLER REQ'D. @ IN SLAB AS SHOWN W/ EPDXY ° 4 � 3. EDGE NAILS TO NEW 2X PER N �Y�jQly EDGE 1 0 _- 2 TO 6" MAX. EA. SIDE OF HOLDOWN/ I -JOIST OPTION. GROUT MIX. USE DOWELS TOP ° /� 1 ° 1 ° 1/�'� S.W. SCHEDULE. O ROD. DO NOT CUT FTG. HORIZ. & BOTTOM @ 8" OR THICKER Q FOP/C WHERE C o REINF. SOLID GROUT, WITHOUT ANY 6. WEB FILLER @ EA. SIDE OF 3 SLAB. PLACEDOWELS i_4? 1. 4. 10d FACE NAILS @ 6" Q.C. X OCCURS �° = VOID, WITH HIGH STRENGTH NON SHRINK I -JOIST @ EA. HANGER z APPROXIMATELY 1 3/4" FROM ° ° STAGG. ALONG STUD FACE. N 4 GROUT W/fc=5000 psi MIN. CONT. LOCATION, PER w TOP OF SLAB. 3 0 5 o N h SPECIAL INSPECTION IS REQUIRED. MANUFACTURER'S a o 3. WIDTH OF OPENING MUST BE ° 1 ° 1 5. EDGE NAILS TO NEW 2X MEMBER PLAN VIEW A -A ° i 7. PROVIDE MIN. 3" CONC./NON-SHRINK SPECIFICATIONS. >- w MIN. 20" TO ALLOW FOR _fit_ (� 2X REQUIRED SPACING (HALF + a GROUT COVER ALL AROUND FOR II M DOWELING AS SHOWN. 4 6 - 9UMBERS OF NAILS REQ-D.) PER ALL METAL PARTS. S.W. SCHEDULE. 0 i i i i 5 II w 4. PROVIDE VAPOR BARRIER 8. THREADED ROD IN SIMPSON EPDXY PLAN VIEW 1/2" MIN. 1/2" MIN. tf I i4 TO FOOTING PER TABLE. II UNDER SLAB TYP. TYP. 6. 1/4" 4) x 3 1/2" SDS SCREW FROM +_ �- Ti 6 2XSTUD@ 3XSTUD@ i i I 9. SIMPSON CNW 3/4-5/8 COUPLER. NEW 2X TO EXIST. 3X @ 10" 10. RAISE HOLDOWN BOTTOM FROM SILL II PANEL JOINT PANEL JOINT O.C. FOR SINGLE SIDED S.W. & @ L BOLT ° 5 PLATE. _ _ NOTE: NOTES FOR P.T. SLAB: 5" O.C. FOR DOUBLE SIDED S.W. Q THROUGH FOR SINGLE I -JOIST HEAD �� STAGG. ALONG STUD FACE. 4 d g 11. 6" MIN. FOR 1/4"0 ROD. 4 4 Z O FTG. BOTT. L 7" MIN. FOR 3/4"0 ROD. OUT @OUTER 1/3 SPANS ONLY. -MARK-UP TENDON ROUTE IN -EXTREME CARE SHALL BE rT______ g � I C � 7 12. 18 3/4" MIN. FOR 3/4"0 ROD. BOTH DIRECTIONS ON SLAB TAKEN NOT TO DAMAGE ANY I 8 5 U� SURFACE IN THE VICINITY OF TENDON DURING REPAIR. I c�v z 7. NOTCH NEW 2X BLOCKING L M WHERE ANCHOR BOLT OCCURS. 0 0 THE PROPOSED OPENING -POUR NEW 4000 PSI CONCRETE I _ � _ � I 5 PRIOR TO PROCEEDING WITH TENDONS SHALL NOT BE L° �° LI 8. 2X BLOCKING. N SEE GENERAL NOTES NOTES: THE SLAB EXCAVATION. RE -STRESSED UNTIL NEW CONC. ° ° ° ° ° O LO UNDER "REINFORCED CONCRETE" FOR o 3 USE SIMPSON SET-XP EPDXY ADHESIVE- DE -TENSION ALL TENDONS REACHES 3000 PSI. (IN CASE i 9. 10d @ 6" O.C. STAGG. TO (E) 2X SILL PL. ADD'L. REQUIREMENTS ANCHORS, ICC-ESR-#2508 (JULY,2018) PASSING THRU THE AREA BEING TENDONS WERE DE -TENSIONED). ° 14 PER S.W. SCHED. USE 1/4"Ox3 1/2" SIDS 0 o REFER TO ICC & MANUFACTURER'S SPECS CUT. IF CUTTING BETWEEN - SPECIAL INSPECTION IS SCREWS TO (E) 3X MIN, SILL PLATE PER TENDONS, NO NEED TO REQUIRED DURING FOR INSTALLATION PROCEDURES. 7 S.W. SCHED. @ 10" O.C. FOR SINGLE Q CONTINUOUS SPECIAL INSPECTION & DE -TENSION CABLES, BUT CUT CONSTRUCTION PROCESS. SIDED S.W. & @ 5" O.C. FOR DOUBLE a) O n ° ° JOB -SITE QUALITY ASSURANCE ARE MUST BE 6" AWAY FROM CABLE. 1 SIDED S.W. STAGGERED FASTENERS U I �q q q REQUIRED PER SECTION 4.4 & SILL PLATE NAILING ALONG NEW 2X BLOCKING. ° �L_l 4.5 OF ICC-ESR#2508. "' 23 °;° _ OVERALL CONCTRACTOR HOFANCHOR.SHALL R HEAD OUT DETAIL FF-13 12 FIX FOR CUTS IN SLABS 7 R FIELD FIX -MISPLACED NAILING 3 -0 o i H OVERALL LENGTH OF ANCHOR. FOR CUTTING THE SLAB & TIE R FF7 - N a...� --� a SLAB BACK SEE DETAIL 7 L 8 d FOR OTHER HOLDOWNS NOT N n, ° 5 LISTED IN TABLE &/OR OTHER 1. 2X BLOCKING 1. EXISTING ANCHOR 4 W O r n 4 a - 12 COND. NOT INCLUDED HERE, MISPLACED. O `J CONTACT GOUVIS ENGINEERING 2. SIMP. CS16X48" LONG W/ 6 FOR SPECIFIC FIX. 5 NAILS @ 2 1/16" O.C. C O CE (n 6" 6" 11 MINIMUM AGE OF CONCRETE FOR 2. USE APPROVED COUPLER = MIN. MIN. EPDXY FIX IS 21 DAYS. , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 3. ALT. LOCATION OF OPENING AND EXTEND ROD W/ SLIGHT Q� C) LIJ IF CONT. SILL PLATE, NO "CS" ANGLE TO CENTER ROD IN coE UJ > V • �� i� �� STRAP REQUIRED @ BOTTOM. WALL. USE 12:1 RATIO FIX FOR MISSING HOLDOWN 18 p (12" HIGH FOR 1" OFFSET) a R D51 05-1 41002 i 4. NO CUT OR HOLES IN SHT'G WITHIN 16" OF CORNERS. 3. RAISE HOLDOWN BRACKET 2 ' - 3 HIGH ON WALL TO RECEIVE Q Q 5. OPENINGS OF MAX. 4 1/2"x4 1/2" - EXTENSION ROD. REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT 6 1. EXISTING SLAB & FOOTING. �� i �� DO NOT NEED BLK'G/STRAP. O O ^, �y DO NOT CUT MORE THAN ONE p Cc W SIMPSON TITEN HD SIMPSON SET-XP-EPDXY ADHESIVE 2. EXISTING 5/8"0 X12" A.B. OPENING IN ONE HORIZONTAL NOTE: (D Q� SPACED PER PLAN. LINE AT ONE ELEVATION SCREW ANCHORS WITH A307 GRADE C ANCHORS ( ) AND OFFSET OPENINGS BY THIS FIX SHALL NOT BE USED 1-POUR OR2 POURWIDOWEL 1-POUR OR 2-POUR W/ DOWEL 3. EXTEND EXISTING A.B. W/ 0 MIN. 4" VERT. IF ANCHOR IS MISPLACED WALL TYPE (ICC ESR#2713) (ICC ESR#2508) 5 COUPLER NUT & 5/8"4) RODS 1 SEE DETAIL 1/SN2 FOR OPENINGS TOWARD OUTSIDE EDGE OF c0 C) 4 TO ADD CONCRETE CURB. SMALLER THAN 4 1/2" x 4 1/2" CONC. DUE TO MIN. EDGE >.- L2X4 SILL/3X4 SILL DISTANCE REQUIREMENTS. MM EXT. 2X6 SILU3X6 SILL (2) 1/2"0 (1) 5/8"0 \ �ii 3 4. MIN. 3 1/2" WIDE X MAX. 12" i NOTE: 2 0 W r ca INT. 2X & 3X SILL TALL CURB TO BE ADDED. _ U a (fc=2500 psi) MIN. 4 - AVOID OPENING IN SHEAR WALLS CO Q . LCL O 1. POST -INSTALLED ANCHOR ° I 2 i i' W/ LENGTH LESS THAN 4'-0". 1 PER TABLE. SPACING BETWEEN w 5. USE (1) CONT. #3 BAR. �� - MAX. WIDTH OF OPENING TO O N co 2", 2X4 WALL ANCHORS AND MIN. DISTANCE �J �� BE ONE STUD BAY OR 14 1/2". 0 3 1/2", 2X6 WALL EQ' EQ. FROM EXIST. A.B. TO BE 4". 6. 2X STUD WALL PER PLAN. _ 2. DOWEL PER NOTE S OF 1/SD1. FRAMING NOT OVER -CUT ANY i 1 � •�'•f:::. 3 �� FRAMING MEMBER. � a � 3 3. PLATE WASHER PER FOUNDATION ` ' 4 E.N. , - E.N. TO BLK'G. TO MATCH EXISTING ° 1 3 2 1 NOTES ON SN1 SHEETS. • ' ' ' ' ' ' ' ' ' '•' ' ' ' ' ' ' ' ' ' ' ' ' ' ' UNLESS SHEAR T RAP S PLACED LL E.N.MORE THAN ° - :........... x:;:;:.;:::: NOTES: 1 -4 ON TOP OF PLYWOOD. 1 3 4 MIN. i ° EMBED. EDGE NAIL F.HT. ALONG STUD i I ° a a - - LOCATE ANCHORS @ 12" MIN. FROM ON EACH SIDE OF OPENING. N nT. CONC EDGE PERPENDICULAR TO WALL. IF OPENING IS LOCATED AT - FOR NON -SHEAR WALL INSTALL (1) THE EDGE, EXTEND STRAP 0 1/2"Ox4" EMBEDMENT TITEN HD ANCHOR INTO THE SHEAR WALL TO Q FOR EACH MISSING OR MISPLACED A.B. STEM WALL ADDITION 0 N D0026-101 123 MEET MIN. LENGTH REQUIRED. N -- ° I I � - PERIODIC SPECIAL INSPECTION IS V REQUIRED FOR ANCHOR INSTALLATION.G�OLTV_ is 24 °I EMBED BOLT SIZE °<I - IF MIN. SPACING AND EDGE 13 FIELD FIX FOR OPENING IN S.W. 8 MISPLACED HOLDOWN ANCHOR 4 D °h 4 1/20 I DISTANCE CAN NOT BE MET, R EXISTING SLAB FF14-101027 R R FF4 U 7" 5/8"0 CONTACT GOUVIS ENGINEERING X 'J 25 FOR SPECIFIC FIX. N - MINIMUM AGE OF CONCRETE FOR EPDXY FIX IS 21 DAYS. 1. EXISTING NON -SHEAR WALL 1. STUDS (OR POST) & CS16 5 1. PLUMBING OR MECHANICAL -C 1.5 Studebaker' OVERHANGING COMPLETELY OR STRAPS FROM SHEAR PANEL LINE IN WALL INTERRUPTING z MISSING O R MISPLACED A. B . 19 1 PARTIALLY OFF FOUNDATION AT UPPER FLR. TO BE NAILED PLATES AND RIM JOIST O Irvine EDGE, MIN 1 1/2" & MAX. 3 1/2". 6 TO SIDE OF RIM JOIST IN @ FLOOR LEVEL. 12"MAX CA(yam, _ 141 no? 6 2. EXISTING FOUNDATION WALL. FLOOR SYSTEM. SEE PLANS 3. 3/8" THICK ANGLE IRON TO FOR NO. OF CS16's REQ. 2. SPLICE RIM W/ ST6224 0) 1. EXIST. 2x MUDSILL USED IN LIEU OF 3X. 7. (E) SHEAR WALL EDGE NAILS PER SUPPORT EDGE OF WALL. STRAP (U.N.O.) ON PLANS. 2. EXISTING FOUNDATION. SHEAR WALL SCHEDULE. 7 4 A HORIZONTAL LEG TO MATCH 2. ADD SOLID BLK. BEHIND RIM frviiie 3. EXISTING A.B.'s PER PLAN. 8. ADD 1/2"0 SIMPSON TITEN HD OVERHANGING WALL (HORIZ. 1 & CONT. 8" PAST STRAPS 3. SPLICE PLATES @ FLR. LEVEL tel 94).5y.161? 4. SHEAR PANEL PER PLAN. SCREW ANCHORS FOR EVERY 3 LEG MIN. 2"); VERTICAL LEG EA. WAY. NAIL W/(2) ROWS __ W/ SIMPSON RIPS STRAPS L 5. NEW 3x SILL BLOCKINGS (2) ANCHOR BOLTS. PERIODIC a MIN. 6". C OF 16d's @ 4" O.C. __ W/(6) 16d's @ EA. END OF EA. fax 99.752.5321. "TIGHT FIT" @ EACH BAY FOR SPECIAL INSPECTION IS REQUIRED ° �= 4. 1/2" 0 WELDED STUD BOLTS 2 w 2 STRAP. ALT., USE'ST' STRAP Ln THE LENGTH OF SHEAR WALL. PER ICC ESR 2713. @ 16" O.C. 3. SAME NO. OF CS16 STRAPS W/(6) 16d's @ EA. END, 6. (4) 10d NAILS @ 3" O.C. MAX. STAGGERED 9. (4) 114"0 x 3 1/2" SIDS SCREWS 4„ 5 5. 1/2"0 SIMPSON TITEN HD CONC. APPLIES FROM RIM TO 7 7 P/ PLATE. STRAP ONE SIDE 1 Palm Springy ON NEW 3x MUDSILL BLOCKINGS. STAGGERED ON NEW 3x SILL SCREW ANCHORS @ 8" O.C. POST AT LOWER FLOOR. ONLY IF PLUMBING CAUSES BLOCKING TO EXIST. 2x SILL PLATE. a A W/ MIN. 6" FROM CONCRETE NOTCH OF PLATE NO MORE -0 tel 760j23.5000 4" MIN. 2 FOUNDATION EDGE. NOTE: THAN 50% OF PLATE WIDTH. _U TYP. (ICC-ESR-#2713) FOR JOISTS PARALLEL TO g p� p0 6. 1" MIN. WALL CONDITIONS ONLY 4 1 4. ADD NEW FLAT 2x BLK'G MIN. g� 7. 2". 3) BAYS @ PIPE W/ (4) 10d's N 4 - 8. CONC FOUNDATION EDGE. RM ELK 'G FROM FLOOR 1 5 8 6 6 iw � SHT'G. AT BAY W/ L STRUCTURAL 77-1 INTERRUPTED RIM 6 ADD ONE ADDITIONAOLIBLK'G DETAILS & NOTES 6" 8 7 4 A NOTES: r 80 TYP ALL METALS EXPOSED TO III EACH WAY. O PROTECTED I 5 ROOF MEMBERS • - `:_ # o '�'- • `:- - -:3 ':- • = • ._ -- AGAINST CORROSION�T t I I 2 3 � SECTION A -A a° �- 5 - ANGLE TO BE CONTINUOUS. 3 I u o SHEET TITLE II 6. EAVE BLK'G TO REMAIN. w a a r r 7. SPLICE UPPER TOP PLATES 4 ° q - CONTACT GOUVIS ENGINEERING Ci W/ STRAP AS REQ. P/ DRAG ° w ° 2 FOR ALTERNATIVE FIX FOR THE w 3 3 DETAIL ON PLANS. STRAP O °Q e ^, FOLLOWING CONDITION: BOTH SIDES W/ SAME STRAP d° OVERHANG < 1 1/2" OR > 3 1/2". WHEN CUT EXCEEDS 50% OF U) ° ° 4 ° ° ° 4 ^ 1 PLAT NAILS (2 WIDTH. 1/2" LONG).16d SHORT � SHEET No SN-3 3 2 7 FIX FOR WALL OVERHANGING �4TH P.C. 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BD 3B� BD 2 KEY PLAN 09 job no. 64755 drawn GE 0 IE submittal GE s 0 1ST PC SUBMITTAL 02/05/2019 o 2ND PC SUBMITTAL 04/12/2019 c: 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 co I` 0 ((1 U 0 revision date & 2nd P.C. Submittal 04/12/2019 U a� 2 3rd P.C. Submittal 06/07/2019 Q 3 4th P.C. SubmittalZI 09/09/2019 L _0 nL` W 0 Q 0 co 0 C 0 Q) consultant: L n� W N L. 0 0 DATE SIGNED: 9/5/19 O owner: U i (tS 4- 0 0 U) E nL, W Q � '` ✓J Onc 8111%411?ir 2019 L_ �.I,�� a x a) a� 0 L Z c) Q 0 <00 0 0Lp Q U pu U o 0 Cc LLJ Cc Cn °' Lu C: < n �QLQ a) a)u p C a U M � LU o m �_ m (� U I.L E ` N O o0 L� a� oo LL r- 0 L Q 0 (D ��Ouvis Q �rcu2fxrzugrnup n T;' 15 Studebaker 0 Irvine CA 92618 1tvine tel 94 .752.16 t `�?: fax 94-9.752.5321 Palm Springs Q tel 760.32:3.5090 0 a� Q PODIUM FOUNDATION PLAN a) BUILDING 3 - B AREA 0 Q SHEET TITLE c� co o SHEET No S-1.1D m4TH P.C. SUBMITTAL U 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 0 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS a 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM e 3 1/2"xl1 1/4" PSL 2. OE FLUSH BEAM 612 5 1/4"xl1 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"xl 1 1/4" PSL 2.0E FLUSH BEAM G TV 1 7/8" PSL 2.0E FLUSH BEAM 711 7"x11 1/4" PSL 2.0E FLUSH BEAM TOP OF CONCRETE LID PLAN SCALE: 3/32" = V-0" OVERALL 2ND FLOOR :FRAMING PLAN SCALE : 3/32" = 1'-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X'-X" SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS XO KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES G) CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS, O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.G. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. CD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 O2 X 10 DECK JOISTS @ 16" O.C. 11 7O 2-2 X 10 DECK JOISTS @ 16" O.C. <8> O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. <8> 2 X 10 ROOF JOIST @ 16" O.C. 2-2 X 10 ROOF JOIST @ 16" O.C. 2 X 12 ROOF JOIST @ 16" O.C. 2-2 X 12 ROOF JOIST @ 16" O.C. 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11718" TJI 210 LPI 36 BC16000-1.7 RFP1-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-405 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJ1560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. .... -. ----- ---- -- -- - - - -- - --- -- - - -- -- - ... »... . 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE 2 - 2 x 4 H2 4 x 8 2-2x8 * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED a- EACH END OF HEADER. CLEAR SPAN, L L <_ 6'-0" 6-0" < L _< 10'-0" L >_ 10'-0" 2 x 4 1 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL . X O1 A/ SD-3 DO 1 D/ SD-3 O 1 G/ SD-3 O 1 B/ SD-3 EE 1 E/ SD-3 X XX X CO 1 C/ SD-3 O 1 F/ SD-3 - 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.0 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) job no. 64755 drawn GE N E submittal GE z 0 1ST PC SUBMITTAL DL 02/05/2019 0 2ND PC SUBMITTAL 04/12/2019 c: 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 (n 0 U 0 o revision date 1 2nd P.C. Submittal 04/12/2019 Q 2 3rd P.C. Submittal 06/07/2019 0 0 3 4th P.C. 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S s 10 «.r���rrrll�r�Y.nr.Yr "Q -1r DIRECTION OF ROOF MEMBER PER SCHEDULE, job no. 64755 ........1--.-.......-_......-......... ,"..-...- /.--� ,+_O__� f J ) REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G '` X DIRECTION OF FLOOR MEMBER PER SCHEDULE, ' drawn GE p : REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G 6 +- DIRECTION OF DECK MEMBER PER SCHEDULE _ ?" X REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G L submittal GE D #i } � X'-X" SHEAR PANEL LENGTH AND NUMBER. 0 e REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. Q 1ST PC SUBMITTAL 02/05/2019 € u) 2ND PC SUBMITTAL 04/12/2019 6 ,--_----__.._...--...,. __ ...._-...._._..._.. ,; X DETAIL NUMBER 3RD P C SUBMITTAL 06/07/20 SDX DETAIL SHEET NUMBER 19 0 # o 4TH PC SUBMITTAL 09/09/2019 I OX BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS D1co ! # O KEY NOTE NUMBER C BEARING WALL 0 if3# S I .. CALIFORNIA FRAMING D I r}:. f 0 } ...... = KEY NOTES revision date :s #£ O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. 1 2nd P.C. Submittal 04/12/2019 )j �# ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) t4th P.C. Submittal 06/0712019 3s : O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR (PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W.) �P.C. Submittal 09/09/2019 r' ter, ' O CONTINUOUS JOIST W/ E.N. 5.�{/'$.Y�:'' -'# .',, .�':`l� .$... 'e%.s '•F,• � Se`` 'emu >rir•�.�rr .c r{.. ,,,,,,... Q DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. &CONTINUOUS CS16 STRAP OVER U.N.O. L SEE PLAN FOR NUMBER OF BAYS. _O O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) o7 CONTINUOUS LINE OF BLOCKING W! EDGE NAIL (� ZI UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. :, O8 BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. L ................. € >:::. :>. 8 ` N TRENCH .,:. r ..... .: I 3s BLOCKED FLOOR DIAPHRAGM W/ 10d's �/{/�/ 4" O.C. B.N. 6" O.C. E.N. & 12" O.C. FIELD. SEE ' 'I 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER C 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.) Q 13 PROVIDE SOLID BLOCKING `N ZI VJ p gin. 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) ;'--•-•-••-. 15 BLOCKED OPENING SEE DETAIL 15/SD2 >. 1 • : - 1 2-2x4 STUD 16" O.C. 6 9 1�.1 O @ :.::._ :: (1) `"""""""""""""' '�____/' 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. consultant:©ea f�Q FRAMING SCHEDULE D1 : f t✓J �t} .. ;? 1 L S m °F 0 * gyp- #i�3W21 as i 2 1 I 1 7/8 TJI 210 I JO STS OR EQUAL 19.2" O C. +� O ( )@ tf� # : j. :# O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. C ¢ CiAG1F© 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. �, D DATE SIGNED: 9/5/19 '`I O 11 7!8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. - N :..._.) O 2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. owner: D1 5 p * O 2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. • 1111 L f rn O 2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. : 1:t'.• F �• >..,. f n ?��# O 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. 0 4- MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJ 1560 N/A N/A RFPI-90 0 C 0 co E O Q 0L. t S r L -��Cn� .:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::............ ... ::: :: L �1� .. ^n FRAMING NOTES �.�r��•;, 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) L�F� 192019 `� FOR MORE INFORMATION1.. "",�Wi [0�9 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR D_ 'E���i , 7 18 >s t ................. ... ... ........ ......... ..... , D sD3 SD2 5 < NON -BEARING WALLS AT ROOF LEVEL. (A JrfIQ���+� ^ r- --~- /""-''•s 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY N �i/��Ii,i�n v );.. """"' GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. L r rw sus rr-...M..rrrr_......rrr.......rr....rr:r.rrrrr.r__,rrr......>r.__ ... r F ....... "' ,,,; . s f i"" 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM -.-.-.--. _4 ) -____ _ 1 ---•-•--_- BOTH SIDES. DES. ry >. '� S Fp-,. fir, �. :,:{:/.:'.S+/rAsAAY�NM« ....:: �..y .^....... .OKrfh:NF.t.`,: :j i J : 3• r \..-•f # i " 5 $ •\,• -f 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD O M" " s1. SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOEDOWNS. L 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 0 �, : G _ 3 : , : s ! . : ....rrrr,-.,......rrrr,-r, r- # E L TOP O F CONCRETE LID PLAN 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE D >_ DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. Z «� 0 3 , 5 f /?, 11 ') ll rr ;:,'ll .rr;;r rrr .,.;;...11 rrrr;, `' . f., s .... ` .--'' 2 46 326 2 46 # 2 7 /.. / = 17 412 / NOT HE N . ; 2 66 s E# S 1 6!� 2 s, iD s 2 2 2 { H `� 326 226 68 F-U-41G, y r-___.\ r 4.. 412 *11 ............. . } -- - -- NO HED - J o '# 2 v : 66 66 5 s E ♦'... <. 7 g' SD3 r: .. c€ 66 2 BUILDING 1co SCALE : 3/16" - 1'-O" 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9 AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE C 0 / 0 AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN CDUSED, N SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 0 si o 10. USE SIMPSON " IUS/ITS/U310"HANGERS FOR CONNECTION OF I -JOISTS TO OTHER " " L FRAMING MEMBERS (U.N.O.) AND LUS HANGERS FOR CONNECTION OF SOLID JOISTS. STUD AND TRIMMER SCHEDULE 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z72513 (PERFORMANCE RATED ASTMS55. BE C > < ANY OI-JSTNFDTHOSEE LISTED NOR PRI 400, MANU ACTURED. I JO ST CAN TOHE TQABL EIFIED ABOVE. 0 U 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER WITH CURRENT APPROVED ICC ES -EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: O ' ` V Cn 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). "ESL" L 0- 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER FOR BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY L. Q n' VJ > CU O POST AND TRIMMER SCHEDULE SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // = 1400 4X4 POST a412 4X12 POST 4X4 TRIMMER 44T 42T 4X12 TRIMMER (PARALLEL) ..................... psi (MIN) Ft = 1075 psi (MIN), E = 1.3x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF _ C � UJ � OO III- W 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 9 6X6 TRIMMER Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv 265 E 1.8 106 > Q T V J O_ ^ = psi (MIN), = x psi (MIN). C 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER N EXTERIOR & 13 NTERIOR BEARING WALLSOU NDO ONBE SPLANS RE ED AT ALLO R TO THEPENINGS IFOLLOWING TABLE (O Q - L^_' U O _1\ n ^ ^ FOR OTHER COMMON HEADER SIZES. ` W e-- 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER R nnn ��N ni ii PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 _ ^�` U `V ^^'' W O W - � fl , H2 - - -- - 4x8 -- - __ 2-2x8 7 5 15 5 i? 7 5 15 5 r 7 is �� % 3 ,# SD3 X 2 SD3 X ,; SD3 s ' ¢ i 26T 2 sD o %, ' 26T tD o � r 2 2 5 % {y •' f $ 46 - I' i' 66 X o .' j.i t j :, r. r m w r,r ss ss r r X i •r r r r • El�::rr:::::r:::r::: «::::::r:r::::: :r:::::::::::r •:.r:r::::::::::.::::-- ... :::..:: -- ...... ...:... (p --`�� Cs0• NT 6a($• ..... :,.....6-X8 fi3E6-....- ::r ......... ., :::.. .. .......... ... ..:,: ...- �: G©►*}T 63E6• 63(fr.' "frXc6•' .y� r• k{r'�( ......... ..... r rx.. rmxnurrrrrrrr rr r...,xrf. w:•,,.:r::.:.; r. r ur xaiimvonwr .rrr uw.::.•».».rrrr.:. ,,. rr:r::rrrrrrr».»:.:. r,.rr»ruirwr�.a>N/w//rrw///r//i///xrr:Fr1FFr r :. r :. ....... .... i, • rr:r>»-rrurwurrrrrcwwrrrvrrrrnazmvirrrrrrrrxranrrrr>irrrrrrrrr>rrruw>»rr»rrrrr� ...r. r ...:.. r r . r !/f/11f/1� .. .. :-.. ,r:,. ..... - . - . :. rrrr .rrrr rrrr .. 6 . r rr 6 ,. ?. rr rrrr r. r . ,.. rrr,.. 5 5 5 66 66 5 x.r 5.. rrr66.,> 66rr .. 6 i r rr rr Y, :: ii :: 66 46 15 6X10 48 15 46 6X10 68 68 • ' 2 211 2 2 2 2 is 66 66 66 66 66 66 66 66 23 23 SD2 E SD2 t TYP. I TYP. 2ND FLOOR FRAMING PLAN rr_.. - ~.- , , .,s'} BUILDING 1 - SCALE : 3/16" = 1'-0" 116-0`116-1 vvI vv. 1s_vvsi_si_ - ' 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE i U U) 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. .1 M DBL LOCATE DOUBLE I JOISTS 716 T'X16" PSL 2.0E TOP FLUSH BEAM 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN E � BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED �1 /1 @EACH END OF HEADER. 0 MM W 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM ' 1 4" F AM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 411 3 112'x1 1/ LSL 1.55E LUSH BE CLEAR SPAN, L O � � Q r C O �/1 N < '_ L_ 6 0" _"< < 6' 0 L_ 10'-0" > L_ 10'-0" 2x4 - 22x4 P N SEE LA `/ 1-_� - -- 6 W U) W " r- X 15. FLOOR TO FLOOR HOEDOWN APPLY DETAIL AT EACH END OF SHEAR WALL e 31/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM PER PLAN. 2 LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & }() 0 DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL-..".....''.." 611 5 1/4"x11 1/4" PSL 2.0E FLUSH BEAM 712 7" x11 7/8" PSL 2.0E FLUSH BEAM '_ 7( 11 I Tx11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARIN OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL I IN 2X6 WALL I IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL ..... . X X X' X.. X O 1A/SD-3 O 1D/SD-3 G 1G/SD3 O 16 / SD-3 O 1 E / SD-3 - - O1 C/ SD-3 O 1 F/ S D-3 01111- �ii��i�i���!� L_ . .. Q 0 L/-� a 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS %. A'A.PY 11..E AT 24" O.C.MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. X «;.,)f ,,,. 1; ON PLANS. a) 18. CONTINUOUS 1 Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES N 5 Studebaker WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. (1) Irvine CA 92618 U C rV Tne tel 949.752.16 fax 949.752,5321 to _C 4.1 > Palm SpnTtgs NOTE: D.F.L. STUD GRADE (U.N.O.) tel •3.5000 1 I (D C 0 0) Q 2ND FLOOR FRAMING PLAN B D 3 B L_ BUILDING 1 BD 1 co BD 2 (0 0- _0 SHEET TITLE BD 3A co co 'FnS-1.2A o SHEET No KEY PLAN M 4TH P.C. SUBMITTAL 09/09/2019 -r r.rrr!$11ff1 frf,C+'�r� •9 '' S ::: 15A ......... ........ . 0 X 66 .; 6X 66 66 23 SD2 TYP. �ti - •, .,?.," ,•, W < TYP. � .._.o.:w...... _3 X a ,SD2 �+ 6X10 TYP. TYP. - - - - �_ sx - , r - - r - - �, ' r''rrrrrr 66 : 66 r 46 2 46 10 '0 46 46 0 6X10 5 46 46 x 6X 10 x 3C x x 5 2 5 5 �' 66 5 5 so m =0- ,.. .fib ... !9..... .... ..... . . . . .. .... . ... .__ B6............:...... ... k6 ... ...... ,: .,,..: 8X8 f.. @X6 ::.- ... .,, .» 8X8' y Y,.....'6XE »: :: 6X6 : r;......6Xe.... ..- $XB... ..::........8X8...... ,., .., ..,.': Y rr�orfrrrr%/i�f 4 rrs''r ,>/' --- 46 ..... ' $X8 •-6'X6... :. 8::.... ;� ..:::6X6.:: . S f� ..:. , :: r' Q 4 f' 4 #./yam»ri 6X6 r c 6�_t ,fir,'- a..:• 46 68 i' 46 6 t' 46 jr;�»» r c.•:,............... t»�.................._ 2X10 RELLISS ' 66T SB 6 SD3 f .. 4 68 68 4 � SD3 68 6 2'- 46 68 4 Q � g � PE ARCH SD2 2 f.f D3 - SD3 SD3 i :, ,i 2 2 4 3 2 2 r �:l. . 2 f r 29 412 SD4 SD3 HGUS5.50 612 HGUS5.50 r , c9 HGUS5.50/1 { F. . m N X: 2A 612 .10 `r' 4„ 41i%j AIN) 66 HU412(MAX) 2 ss+� 1.29 0_ 2 { :' o: +- SD3 2 SSW 24x9 �'p 1ua O _ -// i O SB f' 46 8 I P m i 66 , 2 x } 66 SD2 m 2 SD4 2 (7 46 o 2 IJl. W (O # - __ N _ ", o 610 SD3 a m ® y 3 = O m i X . S 4 SD3 y,. ~ J V ' Ss v • . C7 m o !ys ` 7 J o 4 in °° O D 66 66 66 : 610 4 .10 OCP%� - (9 SD3 610 2 � SD3 X O O X 66 ':2 S 4 SD3 x °J° M 3 4 3 4 3 , 66 3/4"X12" GLB F'BM m ? 4 O +3\ SD3 SD4 +g\� SD3 SD4 +�\� SD3 4 ..:.. :'..... z , HJ O . _J ' SD3 0 O ro rod 0 4 SD3 .: ,rr-. v� 0 = 6+CMG O+GG 111 4b f .: " 4 - .. D 2 z N F royyJ 612 ,I I c�5� , 66 610 o F U U « ...,.... s v >c D:::. B / O .... GLOTO 8 314"X16 1/2" P F. . Q = o_ fO � C9 111 HGLT HGLT w O . QQ S 0 0 0 2 f-: in f co Q SSW 21x9 1 ## SD4 w w O SD4 CONT. 6 U 3 f;.. ram:»»»r..»»»:»»: 2X10 RELLISS 2 m m - Q 4 � � : 610 PER ARCH 46 9 C9 C9 Q uiOi 46 610 SD3 (U a a E 2 SD4 SN3 Q = _ _ r _ 2 j.., .:1:6-. o F 6X6 46 O O O ;' TYP. TYP. x x ,..,..,,.,,., io - •f . 3 4 I - - ,; r :ss m m ` O r : y y y, \4a J J t- 46 $ 23 226 r 6 v v r 2B g SD3 SD4 t r) 66 66 X HU ; 610 �i- G N f Yr,::, »:»... SD2 4 / r:. CONT. 6X BLKG O O : SD3 0 d 3 ! c A; m ,\G m � r r i s N 7 9 f o g - { ,. 66 66 LY 12 v SD3 r % :.:' 7 O <o m i % ,, ;, fi- SD3 n ; m SD3 X X N 2 O 1'` p J { m 7 ! S: �9 to �� N W 00 i { s s :# SD4 r N F ,. { t 3 X SD4 O I ;, v ." TYP SA 1 `O 4 17A 2 I I SD2 0 2 s �` " » 66 p f. O O� D3 SD2 q I I 2A 5B 68T 4 4 f j 20 7 ,:,rr, - f 10 �C9 v SD3 610 I , 26 SD3 SD2 11 610 610 ' SD2 SD3 F. : Z ® �= 7 SD3 SD3 F ; :...., . a : y /. 610 ® 46 :::::: ...... 46 }ft U 6 r 6 8 314"X12' GL FL B 6 B M ✓. r w 51/8"X12 GLB »: r f ss _ - f.. f t •- 3/4 X12 GLB FL BM E:?«:. <:::<.: � � 7y � 5 1/8"X12" GLB 46T 105 $ :" �` __ -- -; 66 2 4 p --- S CONT. 12 SD3 610 m = 00 8 46 • 105 6 i SA 46 - SD2 68 0 _..::.6 SD3 2 4 3 V :- # 4 8A J 11 o SD4 SD3 -- "- -- 4 3 SA 6 s 5C y g\� SD4 SD3 SD3 SD2 # SD2 2B 46 SD3 SD2 �; 5 SD2 w G X f_ 3 + SD3 46 0 m 2 66 SD3+GGC3 66 46 6 66T SD2 6 �. 2 H 5 U \ 5 00 6X1.Q. ;,; ,;„.0 �� �CONT. 10 3/4"X12" GLB FL BM U 6X12 1.50 2 r} . -------- ----- ---- - -_....-. 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SD2 O O O O 66 8A 46:: „ x 68 2 f »:»» »»» •:•xr, f :. �.. :» » ». .»:... » 6X6.: .. r• SD2 f --------------- --- - rrrffiriiifii rrr fff�•r __ . :. _ rf. f f rr ffff f ........,:f:,,f.,», ..,, F ' f ,ff ff frvn•rr%.,... ......;}t ff �----------------- -.................. f 66 46 q : Y . ............. 6.12• .., / # J 8 3/4"X B FL BM _! r:f ffrr % O . »»»:»:.:::: .»:.....:: Sp S w 'f :...,,,.:::::::. w 3 41 F i : N 10 N 66; 0 = '' S � s + 16 4 712 1.36 m O -� CONT. 22A t c0 t )NT. 5 1/4"X14" PSL TOP �L 4X10 w o SD2 ? t : X i ` , 81� HGU7.25-SDS m ® i---i c 68 4X6<:# 4X6 :...,::.. } : :..; m d J F : N f ". 20 7 ----- ____ -- - 4 0 `� 2 68 t •:.:::............ SD2 SD3 --- > 64 s : E X f { f SD3 I TYP. 3 8C 4: b u, ' °� SD4 v »:� 2 SD2 SD f c: ' I 612 o r, 68 <, 2 fi6 - '' f f -:-- 2 2 f f 46 f f F. 51/4"X14" PSLTOP.FL . -.---. �.... ..�.... C : ..... 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F „»»»w STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED ""..""'""' 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER X DIRECTION OF ROOF MEMBER PER SCHEDULE, job no. 64755 REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER X DIRECTION OF FLOOR MEMBER PER SCHEDULE, ' drawn GE --y\� REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G V U - - DIRECTION OF DECK MEMBER P R SCHEDU E - - E L 2 2X4 STUD 3 2X6 STUD 2 2X4 TRIMMER 3 2X6 TRIMMER 224 326 24T 36T X - 0 0 0 0 REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G � submittal GE X'-X" SHEAR PANEL LENGTH AND NUMBER. O POST AN D TRIMMER SCHEDULE e REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. Q1 ST PC SUBMITTAL 02/05/2019 44 4X4 POST 412 4X12 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER X DETAIL NUMBER i 2ND PC SUBMITTAL 04/12/2019 SDX DETAIL SHEET NUMBER 3RD PC SUBMITTAL 06/07/2019 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER o 4TH PC SUBMITTAL 09/09/2019 XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER O KEY NOTE NUMBER � 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEARING WALL 0 ' . CALIFORNIA FRAMING U BEAM SCHEDULE 0 KEY NOTES revision date DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. � 1 2nd P.C. Submittal 04/12/2019 ALIGN STUDS) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2 3rd P.C. Submittal 06/07/2019 O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W.) � 3 4th P.C. Submittal 09/09/2019 O CONTINUOUS JOIST W/ E.N. 411 3 1/2"xl 1 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"xl1 7/8" LSL FLUSH BEAM DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G ( OLINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. L_ SEE PLAN FOR NUMBER OF BAYS. 0 11 3 1/2"xl1 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"xl1 7/8" PSL 2.0E FLUSH BEAM O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) C CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL M 611 5 1/4"xl1 1/4" PSL 2.0E FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLUSH BEAM 0 UNDER SHEAR WALL ABOVE W/ 1 CS16, U.N.O. � 0 0 O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 711 7"X11 1/4" PSL 2.0E FLUSH BEAM O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 0 STUD SCHEDULE 11 0 TRUSS HANGER BY TRUSS SUPPLIER C 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U N 0) Q 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 8" O.C. 2X4 8" O.C. 2X4 8" O.C. 2X4 8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARIN 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. WALLS IN UNIT OR OR OR OR 2X6 16" O.C. 2X6 16" O.C. 2X6 16" O.C. 2X6 16" O.C. 2X4 8" O.C. 2X4 8" O.C. 2X4 8" O.C. 2X4 8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 13 PROVIDE SOLID BLOCKING N J_ � DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. U.N.O. 14 ( ) o 15 0 BLOCKED OPENING SEE DETAIL 15/SD2 0 O 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" o.C. consultant: p FRAMING SCHEDULE Q��Qp'�� 0 .�.� 'f +' 1 N .L Cs y t3 No. 8 5226 � m 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. E � * Exp' S�3{i/21 i O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. C ��� CAt.�p�'' NOTE: D.F.L. STUD GRADE (U.N.O.) 4O O 6 O 11 7/8" TJI 230 I -JOISTS ( OR EQUAL) @ 16" O.C. 11 7/8" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. 2 X 10 DECK JOISTS 16" O.C. @ 10 11 O 2 X 10 ROOF JOIST @ 16" O.C. 2-2 X 10 ROOF JOIST 16" O.C. @ > c0 DATE SIGNED: 9/5/19 _ O U � owner: 77 2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. _ .0 O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. U M O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. M I �, r''r%•wntt I ■ e u Ji T i a `"�a F0 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) 0 I�(f EC 19 ?��y �s FOR MORE INFORMATION. i EAUYFj/IrAS Nn rJ „ ,-.,,, �, , ,,,,,_..M „_,,,, ,,,,,,,,,,. 2. REFER TO DETAIL 3lSN2 FOR TYPICAL CONNECTION AT ALL INTERIOR Q '?1J1 �P,--d NON -BEARING WALLS AT ROOF LEVEL. C �� 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY ,�� GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. Q 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD N SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. -C 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR } AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. O - . -� : ; . : : , I 5 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE M DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 0- .....:::::::: .::.:.... , 2 z 66 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. - 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE 0 O $ USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN 0 SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. � '^ t V # # 10. USE SIMPSON " IUSIITS/U310 "HANGERS FOR CONNECTION OF I -JOISTS TO OTHER � { FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 3 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, O EWS-Z7256 (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED � PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. O O f 7 # 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER 0 SD3 ; WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING .- MECHANICAL PROPERTIES: 0 (n ' FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). O SD3 FOR "LSL" BEAMS/HEADERS: L_ Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). Q ^' FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY V! O SUPPORTED BY WALL AND MATCHES JOIST DEPTH: 0 ........ Fc I (PERPENDICULAR)........ = 680 psi (MIN) C V Fc // (PARALLEL) ..................... = 1400 psi (MIN) = Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) i W a) O} 0 GLU-LAM BEAM SHALL BE 24F-V4, DF/DF V W J 0 Fb - 2400 si BOTTOM Fb - 1850 si TOP TT P @ s P @ � VJ _ Fv=265 si MIN E=1.8x10 si MIN ^, C n 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & (11 W Q { _. INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE Q n, 2 - Q .' ; FOR OTHER COMMON HEADER SIZES. - � W U - r MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 117/8" TJ1210 LPI36 BC16000-1.7 RFPI-400 TJ1360 LPI56 BC160-2.0 RFPI-70 TJ1560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJ1560 N/A N/A RFPI-90 FRAMING NOTES ��__� ! 12 PLAN DESIGNATION H1 HEADER SIZE 4x4 ALT. HEADER SIZE' 2-2x4 U `L a_ ^^,, ryunx �, 6 12 EL BM W n +� � 1 1 r- H2 4x8 2-2x8 2 ss 8C SD i ' 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. O k % %� W r_ v, 8C 4 SD2 SD3 i >% ' I I L .-_ C'7 - SD3 SD 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED �.yJ MM O Val �, Fa @EACH END OF HEADER. T r1 W 5 CLEAR SPAN, L O L L <- 6'-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" M ^' n�1 � : sa 2 x 4 2-2 x 4 SEE PLAN m �� 1 ` V 1 w SD2 15. FLOOR TO FLOOR HOEDOWN APPLY DETAIL AT EACH END OF SHEAR WALL t PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & } DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL »,», 111A i 2 s6 s4 16 PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL .. -.__- -- ---- ----- ---- X A O 1 A/ S D-3 D O 1 D/ S D-3 G O 1 G/ S D-3 O 1B/SD-3 O 1E/SD-3 -- X'-X" X X CO 1 C/ SD-3 OF 1 F/ S D-3 - - O L. N 0- O _ L_ D_ »: 16. INTERIOR NON -BEARING &NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS �'�� �•� �` -� ;. :<. Y• s :: :. X 226 »r:Hr,:,,» ,,,< 226 • ..: C 3 N A : s $ , ,F...» AT 24" O.0 MAX - 66 °° :.....:: ; >: 326 U x ' `: 'F. f ' f' . %; . s 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. x H # F 326 51t4 iE#f 7t8 t..... oT tuii r:�Frr p, „s.: .Ij: z ON PLANS z ?. - O 8 2 2 412 12 18 412 12 '- 2` 18. CONTINUOUS 1 ''Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES N 1� `O 26T N N ; % '% SD2 HOULD BE SPLICED WITH A SINGLE CS16 X36 F F .... .. U) WHERE POSSIBLE. ALL RIM BREAKS S t S , Ua11CC't' O ...rrrr f F F .......... 226 k ....- - 2 „r ®� , ,._.,.,, s is F :F # ;t ` 6X 6X6 STRAP, PER 4A/SD2 U.NO. ON PLANS. X f; G o-• 326tud ;; m SD2 '. : 2 y f t SD3 18 � ,1`V1Tt£ 14 ; 68 . r 17 SD2 C : _ � 1 f� 226 7�'{{�� f V/ SD3 F 1 1 7 X � f 2 F Y 3 (� 1 a 23 0 } SD3 17 It Y t11E' SD2 0 $ # 66 '' # 2 1 6x10 . 2 412 3 5 114'X #.. f�Sl.: 326 m ' ss ss tG 94 ?. i 52.1 fi ::::: :» , rr„Yw, rr m _ z .r ...h s ;; ,s. „r,,, , ,..,;.n x <, 326 ; :::: _ + I"A 2 :; ; I... 3 tax 949.752,5321. t t t 2 2 X sA z z � } 66 SDA3 e : ': ` .. ° " 7 7 n � TTi tJpC1.i1 7� 66 + 2" 14 6fi 14 ,Z O m ' F SD3 SD3 SD3 SD3 Q , a :o j ,; sf j' s z 6 2 qA z z tc 1 7€0. �?.3.5U93 :V s 6 26T t y SD2 i 0 at ' 66 4A r 66 4A 4A 66 � c6 O SD2 ' i' O SD2 GANT:6X6..... SD2 X 21 2 N 2 2 i 5. T. 6X6 s; m f SD2 2 224 i . #: zz6 �o zzs ;.I SD3 � 15A 2 SD3 � 5 15A 5 ; � FRAMING PLAN 4X10 ' 226 ' ;rr,vnuririira:•}nrrrrr r::r --- -- rrr>:-r:,. x , x f ; �_. s6 LL 2ND FLOOR cn �iirftrcttrrfrrfifffrd c� rrriffi - 2 6 o F# 6 o f 6fi X � $ X 2 BD 3B ' BUILDING 2 t i : .... '.. t ''i G f • f. 66 2 o X m X 6x6 »::::: r: ; c»:,r,,: »::: >:::::... _Ac.:::; 6x6 6X6 »»::::»»»::: .:I,- -- f :;::::::;»;;» .I......-..... ................. t0 r • „ »:»:.r r:,,rr»::»:.::r» »,,:::r.:.,. .:.rrr,.»rrr..rrrrrrrr� rm rrrr�r rrrrrf.rrrrr.;. rrr:rr:.r.,� rrrrrrrrrrr� rrrr,r } r.:: »::::::::::,l'.1. - ,. rrrr : ::. :::::::::::::..,::r,.;r,1,rr,».::,rrr. rrr rrrrr rrrryrrrrrrrrrrr rrrrrrrrrrmrr�rfrrrr�rrrrrr»,...:::..:::.:: ; .�. : :�.::: :... :.. »....::.�.:::......... .... ...... ........::. ..- :. ... .....::.:... arr. . ... .. .... ..... .. rrrrrrsrrrr. r.. rr .... rrir/ r.•.v„:rr::rs:,<.r>: ... .... a 66 5 5 5 NT. 6 5 66 66 5 NT. 6 5. "::66r.:,.- rr•66 r:, 5 ... CO X6 s ; . .. CO X6 6 «». 2 � 2 68 68 68 - 68 : 66 15A 66 66 15A 66 66 66 Q "" z z z 2 z sxlo :........:: z z sxlo z z O SHEET TITLE E•:. 7 66 66 66 66 66 66 66 66 SD3 B D 3 `� 23 23 (n _ ....... - _ i TYP. TYP. S 2 SD2 I- .� SHEET No 2ND FL R FRAMING PLAN BUILDING 2 SCALE : 3/16" = 1�-0�� KEY PLAN m 4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 0 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 7"x16" PSL 2.0E TOP FLUSH BEAM G 1 3/4"x14" LSL 1.55E FLUSH BEAM G 1 3/4"X11 7/8" LSL FLUSH BM G 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"xl1 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 1/4" PSL 2.0E FLUSH BEAM TV 1 7/8" PSL 2.0E FLUSH BEAM G 711 7"xl 1 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 2ND FLOOR FRAMING PLAN BUILDING 3 - A AREA SCALE: 3/16" = V-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. 8O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE 1 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O 11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. <8> 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. 7O 2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O 2 X 10 CORRIDOR JOISTS @ 16" O.C. <8> 2-2 X 12 ROOF JOIST @ 16" O.C. O 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. <14> 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJ1360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJ1560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310" HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z7256 (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE 2 - 2 x 4 f H2 4 x 8 2 - 2 x 8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED (@ EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 1 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN v APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL - X O1A / SD-3 O 1 D/ SD-3 O 1 G/ SD-3 O 16 / SD-3 O 1 E/ SD-3 X x'-X„ X CO 1 C/ SD-3 O IF/SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 ''Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. job no. 64755 drawn GE N Q submittal GE 0 1ST PC SUBMITTAL 02/05/2019 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 C 0 (0 U 0 o revision date 1 2nd P.C. Submittal 04/12/2019 2 3rd P.C. Submittal 06/07/2019 3 4th P.C. Submittal 09/09/2019 Q N s✓ L _0 S` N L 0 0 Q N co (D 0 (n Q) consultant: L N N L 0 C (Ci DATE SIGNED: 9/5119 co 0 owner: U L (0 0 C 0 c U E U t 3 DE C 192 L_ NORM to co U L_ CL X N N 0 ML C Z c) 0 <C)N 0 w 1( 1LO 1-TT VJ N U p c) 0 0 U Q N Q n )a� O M r V a 0 � � m LL �- O L N Q ^L 1.L U r:m cu2len� grr �p f s `';ft 5 Studebaker N f1`V iIleCA� C92618 Irvine � tel 949.52. 16 E � fax 9 752.5321 -Palm Springs � tel 760.323. 0 0 2ND FLOOR FRAMING PLAN BUILDING 3 - A AREA c>� Q � SHEET TITLE s= c>s o SHEET No S -1.2C 4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 9 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 9 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 114" PSL 2.0E FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLUSH BEAM a 7"x11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 2ND FLOOR FRAMING PLAN BUILDING 3 - B AREA SCALE: 3/16" = 1'-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) D7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. CD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS ( OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. O2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LP136 BC16000-1.7 RFPI-400 TJI 360 LP156 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. €: 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 ` 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED 0 EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 1 6-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 1 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN - APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL X X X' X„ X OIA/SD-3 O 1 D/ SD-3 O 1 G/ SD-3 BB 1B/SD-3 O 1E/SD-3 - O1C/SD-3 O 1F/SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 ''Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. n . . KEY PLAN job no. 64755 drawn GE N submittal GE 0 1ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 U O 4-1 tT3 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 (D_ 3rd P.C. Submittal 06/07/2019 0 L 3 4th P.C. Submittal 09/09/2019 n co a consultant: L N N L O J` S` DATE SIGNED: 915/19 (n owner: -C U L co 0 I` 0 U) U E nL` W Q n.r DAc9 0 Bi�lr��U L Q X Q) N -C 0 L Z c) C L 0 Q ` C)N _ TT� VJ C N U U O 0 :3Ir- C LL1 °' � D Q a' QS a)< QQ O co�' U C: E > Q 0 U (6 < C)•� E N OC) m aD oo LL L 0 N Q 0 GOUVIS Q D U rorcuifinygrrup sis ."C; 1:5 Studebaker' N Irvine L CA 92619 V/ it te1949.75'2.161 tax 949.752.s321 F > Palm Springs tel 760.32:3.5090 a� c a� 0 2ND FLOOR FRAMING PLAN L m BUILDING 3 - B AREA co c� Q -0 SHEET TITLE c� o SHEET No S-1.2D co 4TH P.C. SUBMITTAL 09/09/2019 y.. � ,• f.,, i i { by S. t j � 'L r / f 1• �' ... 1 If ',y y �q {� y i •may, $� STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 9 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 9 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 0 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH f ' . 12 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 _551/4"x11 1,/..4"PSL 2.OE-FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLI.ISH.-f3EAM 4 `4 71'� ` e$• F'r { 'T C1 "('1/ ''r' L 2. ='"FtUeR: BEAM a' ` s "" i SCALE:: 3/32" = 1'-0" i SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) CONTINUOUS JOIST W/ E.N. 4O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) OCONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O 8 BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N. 6" O.C. E.N. & 12" O.C. FIELD. BLOCKED FLOOR DIAPHRAGM W/ 10d's @ O 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) L5 D BLOCKED OPENING SEE DETAIL 15/SD2 STUD @ 16" O.C. STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. RING SCHEDULE TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 DECK JOISTS @ 16" O.C. 11 10 DECK JOISTS @ 16" O.C. 12 ) CORRIDOR JOISTS @ 16" O.C. 13 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 10 ROOF JOIST @ 16" O.C. 2-2 X 10 ROOF JOIST @ 16" O.C. 2 X 12 ROOF JOIST @ 16" O.C. 2-2 X 12 ROOF JOIST @ 16" O.C. 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJ1210 LPI36 BCI6000-1.7 RFPI-400 TJI 360 LPI56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) !RE INFORMATION. TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR AIRING WALLS AT ROOF LEVEL. WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY ENGINEERING CONSULTING GROUP IN WRITING. iBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM IDES. /IULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR PENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. RTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE ) CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. %MS SHOWN ARE DROP (U.N.O.) ON PLANS. \LTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE kS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN ffS, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. APSON " IUS/ITS/U310" HANGERS FOR CONNECTION OF I -JOISTS TO OTHER G MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. OD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, 25B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. LLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER URRENT APPROVED [CC ES - EVALUATION REPORT WITH THE FOLLOWING NICAL PROPERTIES: ✓L" & "PSL" BEAMS: b = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). SL" BEAMS/HEADERS: b = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). 4NUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY RTED BY WALL, AND MATCHES JOIST DEPTH: I (PERPENDICULAR)........ = 680 psi (MIN) // (PARALLEL) ..................... = 1400 psi (MIN) = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) �M BEAM SHALL BE 24F-V4, DF/DF = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP = 265 psi (MIN), E = 1.8 x 106 psi (MIN). \LT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & )R BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE 'HER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED (cb EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 2-2 x 4 SEE PLAN FLOOR TO FLOOR HOLDOWN v APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN, POST SIZE IS NOTED IN THE DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL ------------- X X XX X O 1A/SD-3 O 1D/SD-3 O 1G/SD-3 BB 1B/SD-3 O 1E/SD-3 -- 1 C / SD-3 FO IF/SD-3 - OR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS 'O.C., MAX. LATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ANS. NUOUS 1 ''Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES E POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" '. PER 4A/SD2 U.NO. ON PLANS. STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C.2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL I IN 2X6 WALL STUD GRADE (U.N.O.) job no. 64755 drawn GE N submittal GE t 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 co C 0 U 0 o revision date 1 2nd P.C. Submittal 04/12/2019 3rd P.C. Submittal 06/07/2019 °3 4th P.C. 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J JJJJJJJ JJJJrrJJJJrrrJJJJJJrfJJrrJ.UJJJrJf,.frJfrJr,�,rJr:r,:4-JJJJJ,�JJJJJJJJJJJ.UJJ� ---JJ_JJJJJJJJJ J _ J„ J,JJJJ r r ... . -. -,. .. r r ::. - . ---r . --. --. -- - , r ...,.. r . - .. .-. .. ,..,, ,. _.- ..... ::-. � , 23 J JJJJJ.JJJJJJJJrrrff,:.fJ.•.JrffrJJJrJJfr,JJfrfJ:,JJJJJJJJJfJ,J�tfJJJJJJ_JrJJ_JJJ_„rJJJJJJJJJJJJJ,J,JJJ,JJJJJJJJrJJo•JJJJJJJ•JJJJJJJrfJJJrJJfJJfrfJfffJffffrrJrfJ,r:J,.J :---25 - -'.------._-----__---- _------_----_-------J__. Jt---__,_, _,-._.,:_-- ----,._.. _t,_r_< - ... ,... <..... r.............. ... . . .. ..- .- ------.r-.-^..•....•_..-'- - f JJ . kr . - ._��p _..._. _.. _ _ -, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR G _ .. __... F........... . ...SD2 _. : / : coo 15 ... 2-2x12 FL.... SD2' .-: 21 • 3s' - : 0 5 x 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER X DIRECTION OF FLOOR MEMBER PER SCHEDULE, drawn GE ss 66 1 1 66 66 sD2 2' 6x6 fa 6- 6x6 REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G ® _..- , : B.S. B.S. J.trJJJrrJ ::JJJJ 6X6 L,t,-++:J ,111JJJJJf1., -. ____ _ __ ___ �_ J _ , -:::._6Xto-_._. : .: ,�.... .. ....: r """ """ ? 2-2X4 STUD 3-2X6 STUD 2-2X4 TRIMMER 3-2X6 TRIMMER DIRECTION OF DECK MEMBER PER SCHEDULE - - .... ... E ,.. D .. 46 224 326 24T 36T Jrrr: ,: ff{:;:rrsr...::.:r. b o 0 0 o X - ' 15 f ::,,,,,,,, „;;,J+>>+,..,,..> .:.JJ„+..., , - 6 X REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G .-submittal GE •s: r 66 :.:..; 6 66 4 4 r: r m ; i,-. .......... O :.•,•::;.•,•.:::.;{ r /rs :•. :,r,.••; r::u•::•::y 6X6 +�:s: 6X6 x.�r{ r ,ry... : f:' » :,,I4[ 2 X'-X. 2 >:<•>:•>:•>: >J::„; :; r ;r, ::•r.:. .. + : ; >> SHEAR PANEL LENGTH AND NUMBER. 0 4 BAYS :::::::..::;:... { _....._...:...:.. ...:.....fl,.{r. r:{. ....J/.r....... .:..... _......,•J�.....�r�/,% :: � », . .: r ; CONT. 6X6 f 66 .. 2 m X L 1 S - F SD2 X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. 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O Y U r q 4 # ;ff 7 m '?� 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER Q) - , 26T , 6: F q2 " .......,, SD3 O KEY NOTE NUMBER 4A :rr:::.:: r 5A o 0 0 0 N :. s z B S SD2 2 F :,.. 2 r,,. 12 2 SD3 ' S. i ; ;: : p BEARING WALL 0 J'' '' D 46 :' 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER N L 44 61 2 �--� E 226 af::rrr 1<z: w..•:. rc n to 0 0 0 0 14 (� ' SD3 } 8 si <•:.: •. - rf CALIFORNIAFRAMING z 412 2 / :::. _.. . »..: 0 u> E! TYP. ;• < s /; 6X6 :. 2 N D 46 ' �, revision date OTE : ; ; S 66 i ./. x1. ' 3 # r J : ; �; j E 17 rr:, r ......- B1 l: ra 2 r . :: ;.rrr..:. Gf1 r 2 . M. f.. , ::::::.-. E : `# sD3 D ; 1 226 sD2 1O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. 1 2nd P C Submittal 04/12/2019 f DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM 66 66 F S 66 it m O ALIGN STUDS) I POSTS) WITH UPPER FLOOR STUDS) / POST(S) 3rd P. ubmittal 06/07 :• C S /2Q19 ': : 0 O2 AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ,; ', .? 2 : ''s •,,:,;,.:,:;,,: N.. .. 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM x 226 »,,::::: N �, (PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W) 3 4 h P C. Submittal 09/09/2019 s v y ;-. 7 18 Q t 4x6 ' `$ % s ; sD3 sD2 EE CONTINUOUS JOIST W/ E.N. r' J ;;;; "" axs ;;' "'j ; ,,: ;: •:`•. 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM N 1 , f s 20 DRAG STRUT W/E.N.. SEE PLANS/DETA LS FOR LENGTH. SUPPORT END W/ BLK'G : f sDz O LINE OF 2X FLAT BLOCKING W! EDGE NAIL. &CONTINUOUS CS16 STRAP OVER U.N.O. : i N ' : rf ...r. ».....»rr.,.Jr:JJr,rrJr In f ....... .. ....__.......... y. s........ ......... 4 7 I i f N v :: m:: S 7 2 o S . s # - - ,,:, as " " - ' 3 1/2 x11 1/4 PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM SD3:::::::::,::::::.: SD3•: F FOR NUMBER OF BAY N 2 : } 2 O CONTINUOUS FULMHT BOLKG WEN SEE PLANS S U 0. p ;; ,, 11 ( ) qq 7 '� : F 326 SD3 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL M 5 1/ 2 7 :i rJJrrr. J 7 r, :::::: ; r=< s s 4"x11 1/4" PSL 2.0E FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLUSH BEAM { E O UNDER SHEAR WALL ABOVE W/ (1) CS16 U N O ; - # ,:.:.: ,... rrr.. ,::,::: : �f "' d's 4" O.C. B.N. 6" O.C. E.N. & 12" O.C. FIELD. } „ : ,,,,,,,,,,,,,,,,,,,,,,,r J 61 z 1 BLOCKED ROOF DIAPHRAGM W/ 8 326 g: : 2 - N r rrrrrr.,rrrrr:: 4X6 5 , S f? ' ✓+ -- - .; : c % 711 7"x11 1/4" PSL 2.0E FLUSH BEAM r g 6 »r „YYr-: ,:r gr rr I O BLOCKED FLOOR DIAPHRAGM W/ 10d'ss @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 8 2 D E A ',� s f 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) f - : w 11 TRUSS HANGER BY TRUSS SUPPLIER X 2 r:, { (ts STUD SCHEDULE }, , - :.._..... rs,,,,,,,, , 3•, , ": --% ;,fr.JfJ,J. :,J+++J»»:J JJ+JJJ+JJJ•+JJJ f f F err 12 (1) S I M PSO N TS22 FLUSH BEAM TO DROP BEAM (U. N, O.) X : rrrrrrrrrrrrrr<.rrrrrrrrr ' i { J . 26 :: :',,,, -..rf i., is . '�. 20 %::�"FYJ1/N%/3r%J✓H v1,.1:1 v,..J,,JJJJJJJJJJJ,.JJJ , :-f r jrrrrrr. rrrr. rr. rrr. rr:. rrrrrlr# F n SD2 r. �f c r JJ,,,,, 18 -s, z 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR PROVIDE SOLID BLOCKING N r„ o '' / . ,,. J 10; . , SD3 SD2 O 13 (t) s s `? : - ; YY:YY.YY f. . s / / U y .- 7 18 , % ", 2 2X4 DFL#2 8" O.C. 2X4 8" O.C. 2X4 8" O.C. 2X4 8" O.C. N 1 : sD3 SD2 a 20 1s 7 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) -C s @ @ @ @ 2 ( % ":r J,: ssA sD2 ;SD2 sD3 STAGGERED STAGGERED STAGGERED STAGGERED 14 G.: s X , f J:,;: ; 8A J : s: :. s E m s �� ,: f D EXTERIOR WALLS c }• s f % # , .. sD2 " '1(7 " 15 BLOCKED OPENING SEE DETAIL 15/SD2 SD, r+ :,: �...•.... ......... ;, :-...; .. ':;; ! s.,a f 4` OR12X6 6 6A0 C. OR12X6 6 6AO.0 OR 2X6 6 6A0 C. OR12X6 6 61 0 C I ; ; - •. : {f r',:•'•'•:•: /,0 -?{{r: : `r. § / v v f f i-.' .. v �r J W :: ........:,........ { . <a f f : k 324 f .: 46 2 46 226 2 0 .:.:.. .: .. ...... ... ..... ... •.: .. ..... .. ......: ..... .. f f ff @ @ @ @ 0 .;r ; Y ,:s . r 16 2-2x4 STUD 16" O.C. ... .. .... :r ...:i;: 5 SEE ARCH SEE ARCH SEE ARCH SEE ARCH _____ _ _ - - - - _.. rJJJJJJ 6 Yrr. ffr rrr:ir:+�J•J _ - :3 , :.y fJ.rfirfr/ffu%iiff� +{ilirlfifvffff/fiffifffl.•rf{f �.: fnx f..tr:. r JJf...xrr::. ; .: ... .. .. %• 1 _. 5 5 - u "' "`' '" 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. �}�t 8A :>. .,..,:.`rfyr..f:x "f Y.>' ;i: , ; . ... INTERIOR BEARIN a� consultant: E 46 . E - s >:•:: ::. •::. +. , s,, ,>.is rs r:::;frs s . rr....: ...... �o O R O R O R O R i© 2 >:: f.: rr, s�. WALLS IN UNIT 2 m g 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. �ls I 'fi SD3 q . 2 2 0 � i J Afi 46 326 46 +j� �"s," ;: - ;:::.: 0 2 O M 2 2 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. N ,� ,•s: g <, ��qq. ; c CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED L ©' q F „: 326 ; E -- 2 © 0 t,. 5 ? IN 2 6 WALL IN 2X6 WALL IN 2 6 WALL IN 2 6 WALL 2 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. � X X X fig 8�3tty 2 1 cog 2X4 8" O.C. 2X4 8" O.C. 2X4 8" O.C. 2X4 8" O.C. _ ........• 3 @ @ @ @ .-_.....--.:.:_.:-_._...-,,..,, ,:,. ..,...... ........ ...------ `--•`-'- ------... _........ :... ............... f J.;. r..rrr: r::rr:::::::::..::•f:: ,:.. i ' 6 EMISING AL �` rrr+,r>r, «•r :::• „».,,;: »;; ,»rr. »->„s »»rss rr r, N D W LS STAGGERED STAGGERED STAGGERED STAGGERED (0 '6�` �," r.r, y 66 e � 6X8 C I y fffff J f fr�fJfffffJJfJffftrJifil j .! cp IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C.. ,y . in s 2 v s J :. F 4X6 4X6 S 1 �° cA� 66 s y f y "r ' s sA f NOTE: D.F.L. STUD GRADE (U.N.O.) 11 7!8 TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. >, .. : 18 7 ,' :..... ....:.... .:;j 2 f . , --+ 46 TYPi SD2 s 3 4 DATE SIGNED: 9!5l19 SD2 SD3 ; _, 2 € 2 23 O 11 7!8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. s E s SD2' 20 �, .� 26T SD2 s __/. O 2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. U o X ' caner r; rrr:rrrrrr:rrrrrrrrrr , ' 18 , � �_ m ? SD3 SD2 2 2 X 10 DECK JOIST @ 6 O C 2 X 12 ROOF JOIS @ 6 O C s ,rrr:::r:rr::rrr::rr. f, sD3 7O S 1 12 T 1 L 14 7 " 18 L ,. e 2 s SD3 sD3 ; , ; . C f sp2 2 5 2 D 2 X 10 CORRIDOR JOIST @ 6 O.C. 2-2 X 12 ROOF JOIS @ 6 O.C. 66 I: 26 8A ` 20 A6: $ 226 226 2 46 . ? m : ;: `s' u, SDI' ' �_ Di O S 1 13 T 1 SD2 66 u' >:> k;: 4+ 6 3 SD2 5 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. - sxs N »r. O N 7 O O (l1 66, : ...........................................................:' -• v ffff ........ ..----,. r,:....... 4X6 2 C 6X6 ::r.......- `::;: 226 , O x m S 226 as 326 i LEVEL BY LOUISIANA BOISE ROSEBURG :; MANUFACTURE :;y YERHAEU PACIFIC CASCADE � ? 2 fO 2 5 p z 2 ICC-ES REPORTR WE ESR-1153SER ESR-1305 ESR-1336 ESR-1251 _ SD3 O 4A 1 , . SD2 c F TJI210 LPI36 BCI6000-1.7 RFPI-400 0) : i z N M 117/8" TJ1360 LPI56 BC160-2.0 RFPI-70 1 TJ1560 N/A BC190-2.0 RFPI-90 E : . `` 18 „„ f f EPTH 14 & 16 TJI 210 32 PL CI 6000-1. RFPI-400 `t 0� y D LPI US B 8 N m SD2 s � r 2 TJ1360 LPI56 BC160-2.0 RFPI-70 /��+� a S1 _ O N SD3 s r F"V 46 TJ1560 N/A N/A RFPI90 //�� �� f »»:»+»rrr'• % Loe p i SD3 20 ; 2 E 4X6 ---r r 4X6 rrrrrrrrrrrr..:s FRAMING NOTES L �' , :, ,r % /�, /;� 1 a S DZ y ; ........... ...................................................................................................................... �f'¢G jE cC��J C /�y `s h 2 SD3 - _ ;;E ° N - 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) '�ij,� . 940 s O : E E ` ? ..... FOR MORE INFORMATION. i ��Q�% .. - 2 c ' ; * 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR Q h�jy��. E.............. 5 n 7 18 :.. .......... f ..,,..,.. ... ( r., SD3 SD2 �D NON BEARING WALLS AT ROOF LEVEL (t) �% :: :. ----- -,..•: .. r. .F.: .Y f... f. f. f.: .. ff.:. ff. : , r.. ..:.:..'"..: : rrr ":` ....... . . :.. - 66 % :. J - - 1Y- I ; 3 2.. :,_.._..2 ..... 2.. b � ,1� : 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY 0 66 5 46 4 2 326 226 46 46 : GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. L 6 ::: E 226 2 D E ; 5 . % 4 IDED SHEAR WALL OST W/E N PER PLAN TO RECEIVE E N FROM • s 2 AT DOUBLES S, P Q 7 # 66 : :. '] r;:: ! :' { //,�.1 . {{ ff f JJJ .:. ::,;;'•/f Jff f{ v f �f E 2 SD3 >::: =/ . <' BOTH SIDES. /O� :: >. fr :r. ffrr _ - .r ,:.. ;1 ; ::>,. q > .. " .:r :r• :"" ' ' ' 'i:.... .:r fiffJfr ..... r.. Frlrn:,:: Acyr: c+.xrffririrr .......r _ - 9 s 21 s , ffi....... f/u/If/f//1/11JJf .;ffffffffr f f Jf Jf�f. 5. WOO D WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLY 8A 5 4 SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOEDOWNS. E SD2 s SD2 E ' d. y ...46 f�. : 1a 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR ,� sD3 2 2 s 2 ; I: 2 's::: AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. � .... 0 F f # t �� 23 : F#:. I : # ` SD2 66 , ; ___ _ ^� ' - 5 'i ` 7 - i cb �{ C _--.:,:, . - -- -- - - - ._.._..::.,: i.:-------------------# :...... -- - - --- \/T N ^ 2 < SD3 66 2 X ` S 1# 7 ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE C C 46 5A 5A 46 's , :; 4.;.:. ^ ^^JF VV {# DRILLED CLEAN CUT W/ 1116" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 15 15 C SD2 SD2 2 5 ;: 5 5 :: :: ::: ':: :,,::::::.::.r.,r::. : 2 ; '' ;•••. ', ::::::.::r. CONT. ¢X8 ::.r:. : r, :::::::...:.:;::,::r:..,:: 612 T: E { ,> :: P (U. .O.) 0 - sj :-• # :....... 6X6 ::. 6X6 4X6 + E :2.....: ...... r...... r.. r..rrrrrr.. p....r.:r.::............r.................... .. .........r............ rr:.rrrr rrr.....................:,::rr:::: r::::::.vr:::r.:::._rr: rr.: rrr: -r :rr..: rrrv:::rr ................. r.:rr::: .::: M i F s z._s. ; s - 9. AS AN ALTERNA E TO USIING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE j ss ::s 0 :; : ' s 1 :: s 2 26 : i SD2 \ N 0 s # SIMPSON'SOAND SUBJECTED TO THE APPROVOALOF GOUVIS ENGIN RING. 0 # ; i __ 14 s 2 7 18 SD3 " 10. USE SIMPSON " IUS/ITSlU310"HANGERS FOR CONNECTION OF I -JOISTS TO OTHER ;s ;;s TT s SD3 SD3 SD2 FRAMING MEMBERS (U.N.O.) AND " LUS "HANGERS FOR CONNECTION OF SOLID JOISTS. v� F # 20 18 # s s"-3 SD2 I G SD2 2 2 - 11 ALL WOOD JOISTS SHALL BE IN COMPLIANCE W TH THE PROVISIONS OF APA PRI-4 , - 7 I I 00 SD3 sD3 """ 20 . c z2s 26 2 c EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED 0 # SD2 .::.:.. % 5 PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. N s 3 r c U �,,� i N r i i i r j : i i + ss s 12 s; s 2 # s ; ; z ; O s xff ; ,:.,,. f ,f� THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER i r' s s : Jr JJ-r<+J JJJ-J--J JJJJJJ-- J J j" WITH CURRENT APPROVED IGG ES - EVALUATION REPORT WITH THE FOLLOWING s f s` r D %' S 7 %r VJ s JJ c MECHANICAL PROPERTIES - s 2 2 gf 226 C 326 SD3 ; , FOR "LVL" & "PSL" BEAMS: %s i '•> ::... s Q •`• < < t 2 2 �''$""'� Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). > u� u� > :> fr » 4X6 }' Yrr r , 4X6 4X12 FL ., O »r »:»». ..:J..., J»»,,,»,.J,.,---. .:...... ...::.::: ».»»,.::r: FOR "LSL" BEAMS/HEADERS: }� ":' 7 frf s:a+�: r{ f{{; ffrfr f {ff{{;{{fi%f{iyff%f{i/f{ff{/f{ffff{ffff : i • ' SD3 """ ? } Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). N > 5 .::, 1111 f+J• f 11•:!1 111f111f1f1f/1f1f1f1fH11, ,; C - A a.% ......... •: :s TYp. FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY W ( 1 " 23 SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: V F 2 O d SD2 co = Fc I PERPENDICULAR ...... 680 si MIN �� 4X12 FL rrr X S co .. :..:, J,r,.rr ....<.:r, rr.,,.:rrr, rrrr:rrrr,rr.:rr,rr_rrrr,:.r„rrrr��,.>,:r..rr_.,r. ,. , , - ; .�.ry..,a. _ :rrrr» rrr..r Y _, y Y.:... ><.: , 2 2 s t' - 2 ` # 2 E Ft =/1075 ps (MIN), E = 1.3 x110� psi (MIN) } L1J o 2 N 7 3 E ; ......»:r, $ GLU-LAM BEAM SHALL BE 24F-V4, DF/DF V W J 46 46 s J SD3 ') -i 4AX6 4X6 """"` "" ""''"''-" ' 1 Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP / 3 D `I Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). Q %''' .. N :; ^^ tt l :-+ s : { f 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & BLE L W : :: s 2 } s s":: 2 ; 2 6 INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TA Q ^ ::..v .r:..:»:.v.rx O FOR OTHER COMMON HEADER SIZES ': - n, s .+ :?:: 18 7 20 :.•. i .: SD2 SD3 SD2 # :..' :; sC 4t J PLAN DESIGNATION HEADER SIZE ALT. HEADER SIZE - r 2 66 '' ,, f . : E : ,- : . : - 226 t ^, . r f , SD2 sA 4 a r s .; s '`+ r fr,. •r+{ f ...:: : # 68 :i 5 : :p ,;;,,,, ,::, , , , }{{{{{{,{:.,{ {{{{{{{{; .., .{{;,:.s } sD2 SD3 H 1 4 x 4 2 - 2 x 4 U ��-- :s 12 , > :::,.::r fffYY,.,,::,-f. . w::,/.<:,;4J,GJ //;fr/..%Cr4cfi f :xo /�� J 5 : s % > ; s : f _ 2 ; 326 2226 D W W ....... .. .........44 fv ..,..r.. . ;;. ; . r.. , ......,,..,, .........T ........ ... r :.... ...... -- ,»x: »..v»»...1.... rum . , .... . ...f .. rr.:l.. ff/. rr ur»:,rr,xJ..r»xiu:xx:r,.:,rr..:.:,:.,.:.,.:.,,.. ,r,rr:r.:1.r»rr,:...,,,:,.... :. r::rr rrr ,. , ........... r :. ........ .. s : rl : .r:,, I' 1, I .:.:.. . ,r.,. .:»r.r.:.....,.,,,.rrr.,,,.,,,.rrr.:,,.,,..,rr..rr.::.,r::r ::.,.:rr:: rr,::...:r,:r:r....r :.:. + / : i v :... f f r.+.. ..:.,.. r..:.... .r:..:: � � f sxa�::€�. /.:.; , v •. '•...- :;. ..... „... i <o - �--� t H2 4x8 2 2x8 ----r...,r J,»r.J.., „ ,rrr:J...r-, ir;f;i»_r,rf,rr r,lr„+,.,.rrrE,r....! f.f .. f fr r f ff .. :" ." :' '> :.. - ..... s ,+ . fJ..r-,�.. rr-rir�rr,rrrrriy/rr rr,+rrE-r, - ,..:J,rrr.::.r...... ,,.i..rffr r:_r.cJ.c..r .rr;_r:...c- .;f .st' f:'.s 5'fj3d' f/f{fff//{fffff/fff,fffilff,.+rrN y{}{{{ifiiY{{f{{iffy}ram}alfy, , , , », ,.., ... ...�:. s f 6 12L BM // f CONT c :rr,,. :,. ' 5 WOOD SHIM BETWEEN PROVIDE * 2 2 x SHALL BE PLACED ON END W/ 1/2" P 2 66 SC : S 2 E 2 20 18 7 2 E ©'` .....: ».:.. .ffffffrr�rrrrfrr -- - -- - _ -'- ; rr 16d NAILS @ 16" O.C., STAGG., BOTH SIDES LY SD2 i M r, t r,r- '; rr r J{:. 8C 4 SD2 SD2 SD3 14 - - -- , 0 -- %. SD2 2 D .' `� - _.-_ Ja 10 2 -- --- - - J BEAR NG WALLS, U NMO ON THEEPLAN REQU RED TR MMER MUSTBE APPLIED E \ L SD2 SD3 r M m O 18 7 20 7 / MM /� 2 SD3 SD SD3 SD2 2 2 ro SD2 SD2 SD3 0 "' SA SD2 SD "' SD3 ' @ EACH END OF HEADER. 0 W \V :.. > ' O SD3 2 2 2 2€ E 66 2 UVo} E 66 8 E E 8A O 2 F E 8�4 E E'. CLEAR SPAN, L ::::: :•.'•:>` 5 y 5 5 sD2 5 S :' SD2 5 L _< 6'-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" O O 6X12 BM `O 6X12 :•-1, .:-_. - ...... ... ... .. xR:::::. H 6XH........•<.<•......... ::f :•: 6X6 ,rfff-:: L.:::- ��; ,:;:: '» 2 x 4 2 2 x 4 SEE PLAN _ :-: ::: - ,-f� :-: :: _... :•r: :•. s ». , 6X6 ::::: -f• ! 6X6 E f........f. ,r ;•::::::.•:rrr..,.. rr + - s;, 3.13 14 •.f• :.+ sE; i . > ; f s. W `� R 2 15. FLOOR TO FLOOR HOEDOWN X APPLY DETAIL AT EACH END OF SHEAR WALL -C SD2 2 ` s$ # : F `" E v D v PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & }' s Y s •.: i 2 y .. . ..:........... .................... 2 : ...- DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL ....... ......... - :...,,-...: , • :. SD2 .;fi f f:; 's.'' r y .y "" I -- : %:: """'" ` i """ ` "`' s """ ` "-' ' "' "' PER REFERENCE & PER REFERENCE & PER REFERENCE & 0 r.,,.r»...,} f 7 20 18 s- » »:, 7 20 18 :. 1 : SD3 SD2 SD2 , ; SD3 SDZ SD2 f PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL, „; ' :, co :. v :, { --;rrr;:.- ;..-r';;`� 1A/SD-3 O 1D/SD-3 O 1G/SD-3 ---- ----- J. f Q p y :. J 2 2 D A X ' O ';' f X X ::::: h: +.a. 1B/SD 3 1E/SD3 E 2 f 2 1 C/ SD-3 F 1 F/ SD-3 >;:; : ....I.... .............. - , :, : ..• ; : { r[ l :: ::: :;: , n1 C W ;. :: : : :'s#; :. :; : #`: 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS .. : ✓: ; ... -.Q :.. ; is D SD3 f D AT 24" O.C. MAX. n .v...........,.,»x....»».xJ .. ' :: :., L.. .. :i. ............ r. ,; . S -J....r»r r„r r,,, rrr, »r.. .. . r rr,. �.r,J:,rrr , .-11- Jr:rrrJr�,;rrrrrYJY:rrrriJJ�Y 9A/SD2 . ..... s;, s •`• {' 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER U.N.O. X ru<cuitc::�>gmuT r.,.. :( ON PLANS. N ` N f: s 18. CONTINUOUS 1 '/4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES N 18 :?s 7 { + : ; 412 y N .:. .. 412 i , Z.. O ..:. 2 O , 5 f ::2 D „ --- r -, ..r... :SD3 C t .5 Sttzdeb, : 2 12 ;.;: 2 12 # # ; S72 WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16X36" -, s : 2 i 224: 26 SD3 226 326 226 226 f STRA ER 4A/SD2 U.NO. ON PLANS. 0 �gyi 226 6X6 „ 6X6 , ,,,,,,,,J n 2 : f 2 ? 224 18 226': z 226 SD2 ��� : . L. 7 : 2 SD2 2 j 326 2 i SD3 S^ :, 326 t1b41 SD3 SD3 1 S 1 S 1 1< D n N ':, M 122 { D D tG� 94 . f 5 y �i � �' p tax 949 152 321 3 2 2 - :,,..,». 3 3 ?: : . X (n 2 ::' D , 226 f 2 2 14 7 , 7 14 Patttipnn •` ! SD3 SD3 ; 2 SD3 SD3 ; �`� �� �� �� 2 J C 2 2 2 ' r C 26T 26T 2 ' 326 C r 4A C 326 D : i ? �-;� v, ', S X : y (D SD2 - - - - --- - 3ON' 6X6;._rr.. O3 SD2 ,r„ •--4&-X-,r r,:rr,>J ' ' I m s ` 0 3RD FLOOR FRAMING PLAN 5 15 5 ; 5 15 5 ,: 2 2 s f 2 , z ; % a� BUILDING 1 r ,: 26T • 2 26T * ,: 2 E '• 2 E #� B D 3 B : C 2 D p f BD 2 BD 1 rr«rrrrrrrr rrrrrr:r:..::✓ } { . :.rr:rrrr::r. ... «rrr = '��_ D _ # `'.i s Fa4 T:- --GO - x r.......:. rr__. rrr.rrrrr„r, is C T: &' r,. is 6X6 63f6 6�E6 8x6 /, ...... 1: rr.�.-....- I:rr:.. frffr,r,frr,>,.,..:,YrrrY ..... Yrf ter... rr. rrr:,r. rr (� .rr.:r r r: rr.. .: , ,. r „i:r- ..... ffffr,..� ... ......._.... ............. ... ..., ..... ...:. ... ..........Y.. Yr .. .. .....f .. .......... .. ........ r fr. /i ::. ... ... r::... -. f. ..., . ,: ... .... � ... , , : r, :r r r : » ,r . rr , , ,r rr rr: r: r rr rr r;r:rrrJ.J ....:..:. .... .... .. :...-«:�::,.-::,rr:.:r .-.r„rrrr::.-YYfff ..,,... ....... , ff::r. ram- .. ;Yr.:.,..,.rr....-:r ..: ..,......_:..... ,>r ... ................. ........... ..... .... .. .....,.... ..... 66 66 ::>: 6 66 6 :. Q 5 5 15 5 6X10 5 15 5 6X10 5 C : C__....................................................................................... T TITLE ::.::::::::::::::::::.::::.:::::::::::::::::::::::::::.......::::..:.._.::.::::::::::::.::::::::::::,:.:..::::::::::::::::::::::::::::.::::::::::::::::::::::::::..:::. HEE '.... ............ ..................: .:... '. - ---- - . ) 2 2 1.2 1 BD 3 7 SD3 66 66 66 66 SD3 66 66 66 66 SD3 SD3 23 23 �r,� .� S -1. 3 A 3RD FLOOR FRAMING PLAN o SHEET No BUILDING 1 SCALE:3/16"= KEY PLAN 4TH P.C. SUBMITTAL 09/09/2019 326 ;6 ;G 3 56 -K 56 ...................... t t STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 9 2X4 TRIMMER 0 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 8 2X6 TRIMMER 0 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 9 2-2X4 TRIMMER 0 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 7" x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 1/4" PSL 2. OE FLUSH BEAM G TV 1 7/8" PSL 2.0E FLUSH BEAM 711 TV 1 1/4" PSL 2. OE FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. WALLS IN UNIT OR OR OR OR 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL I IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 3RD FLOOR FRAMING PLAN BUILDING 2 SCALE: 3/16" = V-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER OX BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS OX KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 220 AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 11 7/8" TJI 230 I -JOISTS ( OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. 10 O2 X 10 DECK JOISTS @ 16" O.C. 11 7O 2-2 X 10 DECK JOISTS @ 16" O.C. <8> 8O 2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 10 ROOF JOIST @ 16" O.C. 2-2 X 10 ROOF JOIST @ 16" O.C. 2 X 12 ROOF JOIST @ 16" O.C. 2-2 X 12 ROOF JOIST @ 16" O.C. 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z72513 (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED 0 EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L <_ 10'-0" L > 10'-0" 2 x 4 1 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL ------- X O1A/SD-3 O 1D/SD-3 O 1G/SD-3 BB 1B/SD-3 O 1E/SD-3 X XX X CO 1 C / SD-3 OF 1 F / SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. KEY PLAN job no. 64755 drawn GE - 15 submittal GE L 0 1ST PC SUBMITTAL DL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 3 0 4TH PC SUBMITTAL 09/09/2019 0 M U 0 revision date 1 2nd P.C. Submittal 04/12/2019 �_ 2 3rd P.C. Submittal 06/07/2019 L 0 3 4th P.C. Submittal 09/09/2019 Q N L 0 L (D to Q) consultant: i N L.- 0 A C TI owner: (D U (n 0 C 0 (n C LL Q DATE SIGNED: 9/5/19 L Z c) C L O < (y) C)O � TLOT VJ pU N U U a O o _o F- C� O O LU °' d- Lu J < a_ (� QQ a) O :3 Cl) E a- <> U vJ co � LLJ >_ 0 W U C:) 0 E ` N 00 m am m LL Aff 0 Q 0 > GOUVISL N X A. ; rarauiixnggmu� sn -1:5 Stt:[Z�ct3 1 N Wine CA, 92618: It vil-te tel 949.752,1612 fax 949.752.5321 > Palm Spr ag5 tel 760.323.5090' ............................. a� a� 0 3RD FLOOR FRAMING PLAN L BUILDING 2 c c� Q SHEET TITLE c>� o SHEET No S-1.3B 4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 0 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 Tx16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 114" PSL 2.0E FLUSH BEAM a 7"x11 7/8" PSL 2.0E FLUSH BEAM 711 Tx 11 1/4" PSL 2. OE FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED 1 STAGGERED STAGGERED STAGGERED 11 IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 3RD FLOOR FRAMING PLAN BUILDING 3 - A AREA SCALE: 3116" = V-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G 777-7 SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. WDETAIL NUMBER DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES C CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) O2 AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. `D DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G C5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. 10 O2 X 10 DECK JOISTS @ 16" O.C. 11 O2-2 X 10 DECK JOISTS @ 16" O.C. 12 O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. <8> 2 X 10 ROOF JOIST @ 16" O.C. 2-2 X 10 ROOF JOIST @ 16" O.0 2 X 12 ROOF JOIST @ 16" O.C. 2-2 X 12 ROOF JOIST @ 16" O.0 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJI 360 LPI56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 105 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc T (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE ` 2 - 2 x 4 H2 4 x 8 2-2x8 ` 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED a- EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL X OIA/ SD-3 O 1D/SD-3 O 1G/SD-3 BB 1B/SD-3 O 1E/SD-3 XX'-X11 X CO 1C/SD-3 FO 1F/SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. 1 KEY PLAN job no. 64755 drawn GE (D submittal GE 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 b (n C 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 a)_ 2 3rd P.C. Submittal 06/07/2019 L_ 4th P.C. Submittal 09/09/2019 0-3 (n Q) consultant: e14-�� 0 L o No. S 5226 � o c EXP. Is o'"21 � �©fi' L;/►.Ll�© DATE SIGNED: 9/5/19 (n owner: (D U M M to 4- 0 C 0 co co E L C CRcopFCQ 9 DEC 1 o�YFj�jrNo 019 L Q X 0 0 i 0 L c� Z O C O Q0 C),^ -C �i J VJ U 0 U Ucf� O � Al o rr _O .� LLJ °' b- Lu � ��-a0' C _ QQ 0C) C N in E > U ca Q 2 E M W o m �_ U (0 O • L, 0 CL E ` N 00 0 m O-� oo LL L v O 0 Q L GOUVIS . .... ... . .. . (n U X ..,. Q) cotcuifinggmup, •'s::' ;.>t,, 1:5 Studebaker 0 1ry Ine i ("'A 92618 C Irvine tel tel 949. 7 5 2.16 t fax 449.752.5321. > Palm Springs tel 760.323.5090 0 0 3RD FLOOR FRAMING PLAN BUILDING 3 - A AREA ro Q SHEET TITLE c� � SHEET No S -1.3C 4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS G 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM G 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"xl1 1/4" LSL 1.55E FLUSH BEAM a 3 1/2"xl1 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2. OE FLUSH BEAM G 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"xl1 1/4" PSL 2.0E FLUSH BEAM 712 7"xl1 7/8" PSL 2. OE FLUSH BEAM 711 7"xl1 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.G. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6@16"O.0 .OR2X6@16"O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 3RD FLOOR FRAMING PLAN BUILDING 3 - B AREA SCALE: 3/16" = V-0" SYMBOLS LEGEND Igl POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X'-X" SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. WDETAIL NUMBER DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES 1O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O 5 5 SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. CD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. 7O 2-2 X 10 DECK JOISTS @ 16" O.C. 2 X 12 ROOF JOIST @ 16" O.C. <8> O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BCI6000-1.7 RFPI-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. i M 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT WI 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. WOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 r H2 4 x 8 2-2x8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED 0 EACH END OF HEADER - CLEAR SPAN, L L <_ 6-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 1 2-2 x 4 1 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN v APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL X Xx'_X.. X A 1A / SD-3 D 1 D/ SD-3 G 1 G/ SD-3 BB 1B/SD-3 O 1E/SD-3 -- CO 1C/SD-3 O 1F/SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" Q.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. job no. 64755 drawn GE (D E submittal GE L 0 1ST PC SUBMITTAL 02/05/2019 N 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 r 4TH PC SUBMITTAL 09/09/2019 s N 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 Q) 2 3rd P.C. Submittal 06/07/2019 i 3 4th P.C. Submittal 09/09/2019 Q N i N aa)i consultant: co owner: -C U L .F U 0 C 0 co E nL\ W Q C v L 3 0 Q to co a) Q X a) a) 0 L Q i 0 u h u DATE SIGNED: 9/5/19 GOUVI :; S tok:cuifuggr:up, i 1. Studebaker frvine CA 92619 tot 949.7511W fax 949.752,5321 Palm Springi tel 760.32 3.5090 0 3RD FLOOR FRAMING PLAN L BUILDING 3 - B AREA co c� Q SHEET TITLE 0 co . S-1.3Q a)-0 SHEET No co4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 9 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS G 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2. OE FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 1/4" PSL 2".- :11U, <i BEAM 712 7"x11 7/8" PSL 2. OE FLUSH BEAM GT"xll 1/4" PSL 2:0`FLUSH BEAM 1 ` . 3 1 e 1..5 Ri .. N. ( i ` i R { 5 •f k ! r # 5, t , i 2 SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X' X" SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS OX KEY NOTE NUMBER ;:.. »:.;.; BEARING WALL CALIFORNIA FRAMING f KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. 8O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2X4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. OD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 1 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS ( OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. O2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 SC16000-1.7 RFPI-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 I TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. , 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310" HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z7256 (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 46 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L <_ 10'-0" L ? 10'-0' 2 x 4 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN C APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL _.._... X O1 A / S D-3 O 1 D/ SD-3 O 1 G! SD-3 BB 1B/SD-3 O 1E/SD-3 -- X'-X" X X CO 1C/SD-3 O 1F/SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 '/4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C.2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING WALLS IN UNIT OR OR OR OR 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL I IN 2X6 WALL I IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) job no. 64755 drawn GE N Z submittal GE 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 N S= 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 aci 2 3rd P.C. Submittal 06/07/2019 0 0 3 4th P.C. Submittal 09/09/2019 Q N L i 0 c N 0 (n C nQ W co N J` 0 consultant: L N L 0 L D (l1 C D C DATE SIGNED: 9/5/19 (n owner: U L 0 c: 0 co to E L { C„ 1g •��` .a HdRt���rj?ICC ^, L Q x N N 4_ D 0 L Q Z o L 0 < (y) O N o Lo 3 (3) Q 0 U cli U U a 0 o rr o C� co LJJ O O °' d- Lu I--- <'c �' a. (� L QQ a) O co M C N n U E MM � LU 0 W ry-M E N O 00 m a� oo LL v-- 0 N Q 0 ^L D_ NGOUVIS Ue 119 1 <" ti �rcuiftx� jrnup sss r , 15 Studebaker (D Irvine L �(rr''��rr 7 CA 9261 8 1rvilic tot 949 / 5 ,1+61 `2: fax 949.752.5321 to > Palm Springs tel760.3 3.5090 tel ............ .. N S` (n 0 4TH FLOOR FRAMING PLAN I? U (n «S Q SHEET TITLE c>s co � SHEET No S-1.4 co 4TH P.C. SUBMITTAL 09/09/2019 J K�! E'- --. i 412 3� S Frr co X N ... J �a 226 t . Ffu rfi%{ice .r ..:........... 66 � x m X Y � � 2 TYR ? 66 23 66 v SD2 6X 10 66 . B { 6x6 4A SD2 N co X 0 D 2 -.......................... .. ....... B 6X10 sue; 0 D 2 �f f z s2 2 .. .... 326. `....' w SD3 ............ . ., ... . ........... -- f„.. --- -------- - .......... 18 i{ ----------- - SD2; i¢ / � 8 W20,...... {•, rrr {{ { SD2 D {f {r t:•. {rrf .rrr r r.:ff .fif�fiofo {ivr.-.rvfvxiiw rfi rqv .. 7 i <r;, i SD3 # 8A >...::f r G{ r { { 3, SD2 226 . x'J _ . :: 4X8 s 324 0 2 S. 2 'i ff l :. 18 SD2 $ 20 SD2 l 7 j. SD3 14 7 SD3 SD3 X 2 SA 4 Y 4 15 :•• 4 15 X10 46 SD2 <n - 612 1.1 CONT X6 { .:.... ::-- ------ -:..::. 6X6 ...:.:........::....:.:.::... .......:.... .: 6X6 ... C ...............:... rr` � ..........rr.....:...:... r... rr............. rrr. .... .............yw�l ... rr.... :.v.:..... r. rr..:.3 i ............ .. �•� RAN lum ...... r 2 s 2 66 8C 4 ; k F SD2 .................... e ........... J. . ..::. :%fff .Jl.. ffi •••••....."•••••....••• •••••••• •• ••••••• .. r.:..: /.. f.1.../.:.11f..{fffff.•:%!lf.....:£fJFff.:f .HNf /rH/rrflffdlfrlllrrr/fI 6 12 FL BM 8C 66 SC i SD2 SD2 4 M 10 SD3 i i Cl) 3p4 10 `h a s _- - -4 c SD3 SD 2 SD3 SD2 C C 66 ash} 4 6X12 FLBM t ....... ......... C 13 14 l {rr.:.....vi n s C ?� t ac 8C '. SD2 SD2 ° SD3 18 7 2 C SD3 v a £ ` ..�.... £ ... 2 6X6 C1 7 3 X 3 2 tl E E (D 2 X 46 4X6! X 4X6 4 6x6 N R 4X6 HU 324 212 412 14 z SD3 ::..::... o I h ID D2 4 SD3 326 2n STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND 24 ......... ......... ......... .................. 26 224 2X4 STUD 226 2-2X6 STUD 2X6 STUD 324 3-2X4 STUD 2-2X4 STUD 326 3-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION O LS ` REFERHATCHED WALLS PLANS FOR INTERMEDIATE BR'G POST AND TRIMMER SCHEDULE XX SHEAR PANEL LENGTH AND NUMBER. REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. 44 46 48 410 4X4 POST 412 4X12 POST 4X6 POST 66 6X6 POST 4X8 POST 68 6X8 POST 4X10 POST IS8X8 POST 0 4X4 TRIMMER 0 4X12 TRIMMER 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48T 4X8 TRIMMER 68T 6X8 TRIMMER 0 4X10 TRIMMER 88T 8X8 TRIMMER X DETAIL NUMBER SDX DETAIL SHEET NUMBER OX BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL BEAMSCHEDULE CALIFORNIA FRAMING KEY NOTES DBL G 411 LOCATE DOUBLE I JOISTS a7"x16" PSL 2.0E TOP FLUSH BEAM 212 1 3/4"x14" LSL 1.55E FLUSH BEAM 1 3/4"X11 7/8" LSL FLUSH BM 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM (D CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR (PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W.) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G 11 611 711 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 5 1/4"x11 1/4" PSL 2.0E FLUSH BEAM Tx11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 712 Tx11 7/8" PSL 2. OE FLUSH BEAM 5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. a SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL 0 UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) STUD SCHEDULE 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U N 0 ) .......... ... ........... ........ cb 14 X: B N � � 212 HU 6X10 M � TYR 14 SD3 B 4 ......... ! Iagl•= I\ S 1 Q3-,) 412 2 ? F ly 4X6 4X6 : „w M r,:::!^ 2 }-- 9 S p 3 ` F 1 s N s# 0 f o •- i i /f/ffff r ..... 4 � : fNf/ fsf Aw v 8A SD2 'r ............. j S 1 2 ) s i v 4X6 N ,s X $. B N HU 212 (h TYR 14 SD3 B 4 r 7 •' 1llf/fi.: f :L<.i.i:. .•... 326 226 4 6 SD3 412 HU 6X10 TYR \ 212 23 `•SD2 B N 14 ,.. ;5 226 s / r ..., Ham,: , ........ / F F f .............. J F 9 ' SD2:::. 18 ^ r: SDZ F. 7 7 26 SD3 412 41212 2 12 2 5, Q F v 2 326 i .........: 226 226 , 2 � 2 : i C 6X6 ,._.:..: • a..r.. 6X6 _ f� . .., { 3 4 712 4 326 C i i C 18 C 26 SW SD3 f „ sD2 { 7 SD3 326 1.2 712 7 } SD3 SD3 y; 2 1 2 3 1 3 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16'. O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. CD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.0 O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. NOTE: D.F.L. STUD GRADE (U.N.O.) 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O 11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 2 X 10 ROOF JOIST @ 16" O.C. <8> O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. O2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O 2 X 10 CORRIDOR JOISTS @ 16" O.C. 2-2 X 12 ROOF JOIST @ 16" O.C. <8> 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 2 X 8 ROOF JOIST @ 16" O.C. <8> MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJ1560 N/A BC190-2.0 1 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. ........ .......... : 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)....... = 680 psi (MIN) Fc // (PARALLEL) .................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 * 2-2 x SHALL BE PLACED ON EN W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE D 16d NAILS @ 16" O.C. STAGG. BOTH SIDES. 14, THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L 5 10'-0" L >_ 10'-0" 2 x 4 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN <S>APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALLAS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL X O1A/SD-3 O 1DlSD-3 O 1G/SD-3 O1 B/ SD-3 O 1 E/ SD-3 - O ILL 1 C/ SD-3 '01 IF /SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. job no. 64755 drawn GE N submittal GE 0 1ST PC SUBMITTAL DL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 0 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 3rd P.C. Submittal 06/07/2019 3 4th P.C. Submittal 09/09/2019 Q 6-tL N L L _0 ZA N 0 U) C: CL [n a- 0 N consultant: N N L 0 D (0 (0 DATE SIGNED: 9/5/19 U owner: U L (CS 0 C: 0 W co L CL C: o DFD 19 co #OR °' 44''�`R1Cq, �r> X N N 0 i r zo L 0 Q o 0 LL Lo L pUU U CL O _Q ^, o �_ �- U LU °' Lu i CL a, 0 M Cc (1) Cl)E n Q L V \ M MM W /�( U fr ` N O 00 U W VJ W LL 0 Q 0 L CL GOLWIS D X 15 Studebaker � l.ry ii1C CA 92618 rvi1le tel 949. 7 52.16 ( 2 fax 949.752.5321 Palm Springs o tel 760.3'23.5090 0 0 co 0 4TH FLOOR FRAMING PLAN DL BUILDING 1 c� Q SHEET TITLE c c� co o SHEET No S-1 AA U) 4TH P.C. 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', ... .....................I... . . . :: ,.• •.: 'J ! Y : •. : :!' ' ,i , .:,.. , »J•Yfi'l JF rll..ly/ffi%/ /r..-:i ifiiuf�iiffiffyfir,rffifiiNfiffi.- l -i�iffrif/Jff}ff. ..:: fr»rr,rrr,»»»rrr.r.r fr'- a S @ 1 T @ 1 4 ::: 612 f : /,. # ;; .Y �.;J3 C 3 6X10 7 12 SD3: > , :` :. :. z , yr:f:»..,r , .»>.>». ,r> ,»>.., :k s . N i 66 f :••,-••-•••.• 66 2 X 10 CORRIDOR JOIST @ 6 O.C. 2-2 X 12 ROOF JOTS @ 6 O.C. ...> f� s x l s t O S 1 13 T 1 _. s PS.I T?P F:::.:::. > m 612 :: `s # # 4X6 N g 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. (� 3 X, »r» »» » » »»,:.. ....... 4X8 66 O O (!) ,: o --- 642 ' % »:f ,,,,, ,,» 6X6 ----_ : 'v ,.i f ; ; cc i LEVEL BY LOUISIANA BOISE C .. 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M JI 360 PI 5 60 RFPI 70 r, /,' ;.,f�� rn u; ................., #. 0 2 ».> TJI 560 RFPI-90 8 # TYP. »r»:. »»»i»»»/d ///J/IY/JJJJJi SY /f »>,f, f 0 L 6 BCI 2.0 r O a , :: E „ »,.r r, ,rr», » y ; ;may::: O �F® % - # . , ; ; » ,:r» » »rrr r f , :/ / N/A N!A '0��r .# 14 7 4 #/ 7 20 • # SD3 SD3 ' c s`C f;> 2 SD3 SD2 SD3 SD3 3 ���` �1,Qn e _c . y G FRAMING NOTES �' TYP. % �S ; ; j is i .I i} # : % TYP. 2 2 z /t �q, '' #'i: . < ¢ >' s '` " " 4A 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS SN-1 & SN-2 L D�4 b��a' , 23 c4 , 2 4A »». C TYP. yf ( ) ��. .... $ .: # 26T a SD2 C 66 "" 6X1.0 FL f 4A €: 4 i 226 1C 226 SD2 D y c7 SD2 #': 28T �t ! `, 8A FOR MORE INFORMATION. ��� y .....:.....:.:.. C ? SD2 C :. 3 4 1 ?019 2 �. SD2 3 C ;i s.: 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR Q y�i�%l O O 3 7 :. ,v f . . s .::..:. :>. ,,.,.' .f.< r ..r.,. z:_: NON -BEARING WALLS AT ROOF LEVEL. (1) N�IQ% f:' . ss 6s ffi:,f,""""s�ce ""»:::<•,;•,r,:r,:::rir,•»::ii::...: co sxs :; :: # :::!r ,... <. f. » %/A��c O; f co sxs ; 8 �. :a�{i'r„Q$YYf,!+fffr::y?fJ.:?:%�<%J.3 J!{L+. .. f:: a 15 a ••: 4 a __:,` 3. , NLESS APPROVED BY f ` 0 4��C� 4A 15 C 2 C 4: SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS U ''� ., X GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. L_ �� o ::<c C Sp s f' 2 6 m :: ` 'r. s 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM X i { :::rrr: r: r: ,.,»,,.»,,,,. ».:»r % D D %'% C i BOTH SIDES N ., S 2 S 3 * 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD ::::: CON : sxs 1a s SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS :; .......................................I...I........................ R a 15 a (D s 2 sD3 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEA }, c C x: I s ....:. ,........., ........ to s D ` > 7 AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 3 2 SD3 "_ -•-N • s J` 66 66 66 66 % _$ 14 7 +-� :: i SD3 SD3 , , SD2 X '? SD2 X � ,,,,,,,,,,,,,, ,, ,,,,,,,,,---------,..,,,,.,,..,,,,. E ,,,,,,,,_.,.._,. _»_ i :: TYP. m :? 7 2 2, E „ (� 7 s s A A C _ 15 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE SD3 SD3 i SD2 SD2 46 15 Q : 7 z DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. �P 4 4 4 i c / 2 rc `,. SD3 i`: 61 coNT...sxs is 4X6 6X6 6xs i. ` 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. - »:rrr:.::...:.,.. r,,...........................::.rrr, »»,» ....... ».»r»r:rr.rr. 2 2 � _ fir+ C 9 CAN BE p :, i ` C 226 C E, #' 2 i s s s {» #; i AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS `- , E 4 �:;: C : s .f„rffm,.<,, .,,r € 4A 28 USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN 0 Q 0 C, :..:.:.:...:v-::.:.. .. - .. >.-..,. - - ,.. ..:. -- rJ-:ff•! n>:•:-04060'A000OIXrff MJf.KdfJf/f.4frfJ.HX.-0<' hir,yqp.4MFi'IF.SrN.W/A>Y.6WCOY/NFFflNAYlrfiY.O:•/.4>:y/NlJRCOOf4lhF.rfflr 'f ,,.0 a, nC•••• ••••••••• ... 2 i f }' ,.:. .... �f 3 'ii;a "Ff sD2 < # SIMPSON'S AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING 0 - -' { ....... ......... .:::::::: r::::..........:: :: r::: r:.: r: n.:.. x:: »r. x.r»rr,...,.::rm: r r.: rr. r:.wrr»»rrrri,... --- , ,M-7,-....... .,^7ice. .IXCIXiKS;,i'i.'•iuir•;.': £{J,H.,O,' ff -. :'+fii:trarrfftfJffJJiivdtnovifJnv.»fffJJffiocarfJJf,vo•JfifffdJJdvrff.+.»ffffffi:..i 1� i ! 1 O. I USE SIMPSON " IUS/ITS/U310 "HANGERS FOR CONNECTION OF I JOISTS TO OTHER L , ^ �i J .. 3 . J } �rrrrnwoow.rrrrrrrrrri rrrro�wvor rrrrrrrrrrmwvozwrrrrrr rrmrffr�.. i .:3 3 i f s 3 FRAMING MEMBERS U.N.O. AND " LUS "HANGERS FOR CONNECTION OF SOLID JOISTS. : : # i #; J ( ) `•.. 4A iJ s s » £ % 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, S` : :............ . ",+ ........ „ ...... ...... / SD2 »» "' SD f EWS Z7256 (PERFORMANCE RATED I JOIST STANDARD) OR ASTM D5055. QUALIFIED I' �� s s j 0. I J PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. ( l : 12 \./ : i 3 J �'`' t ;. ; 3 3 2 7 ' . THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER U C UAT REPORT WITH THE FOLLOWING f. f i / , G ES - EVAL ION �:` 26T `�' - i S - ' i '% 13 { " O g fif / #'` % £ # s # FOR LVL & PSL BEAMS :.. :. (, ...: :. V e� : /� 3 V.. _......- s O f, : e 3 #', _��, :; r ffrrrrrm rrvrfffffrrrrrrrrrrrrrrf fffff:::; 3 3 , _ _ _ Al #: :s J J _,_J1 4X6 rr,. HFb = 29 0 pOsii(M N) EFv = 290 psi (MIN), E = 2.0 x 10 psi (MIN). ::3::ffnccov,ft�JJf/tf,.i/J/.v/////n»JJJ/JJJJJ//J ///////fJ ,,,, y: - .. ... .. ........ ..... ,,,»,»,..,,J..l.»,r .,»::»» »»»», ,»,. — 3 """' FOR LSL BEAMS/HEADERS 4X12 FL >,. 4X6 . -. �; `� •, �fffffffffffffffffifff�fJ:off:,rifr,:��ffffffffffJffffi�:,rrfffrffNiff%G`, # .': ,.J 7 L N .,,»,:,,,»„>y f SA ',/: »::r s.; # SD3 6 4 »,r: »r : M 4 f 48 48 SD3 NiNNNv i//iiN/rJN f%/N////!//f/NfN/1//N "Fb = 2325 pSl (MIN ), Fv = 400 psi (MIN ), E = 1.55 x 10 psi (MIN ). N f #: s M 7 ?/ 44 C 4' D3 2 2 ` ; p ; FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY Q 0 r sD3 SD2 s .3 :! 2 SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: 0 m v 2 m _ 1� m ¢ ,rrr,,.,.,,,,,.»,,,,,.,,:,,,a,,.>r.,,,�„ 4X12 FL Fc I PERPENDICULAR ....... 680 si MIN C 226 `D 0 m 3 g-� »r:r».»»»rr»r»»»r $ '$ 2 »�,m r»,» >,, �r».,,,': »»»»».r»» Fc !/ (PARALLEL) ..................... = 1400 psi (MIN) _ O >;, 6X6 , - - O : - 7 " # $ I Ft - 1075 psi (MIN), E - 1.3 x 106 psi (M N) - „<: n _ :.6X fII.... _ „ N 1 4X6 E 2 ' r� s ' 3 S i co O SD4 ., $ C ; GLU-LAM BEAM SHALL BE 24F-V4, DF/DF > J 7 SD3 4x6 A $ # s Fb = 2400 psi @BOTTOM, Fb = 1850 psi @TOP .1.. # ;. X a ; a �. TYP. # a s Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). .. m O 14 O ^^ ,, SD3 w ~ ` ~ ;# 7 20 ':': s s ' % 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & W 7 20 m m 6. s c, f : SD3 SD2 ,......1 `, r s } t.. i :f J' `•,. E TYp, - ,- ::»:»:»,:...r :.: SD3 sD2 O O , 2 j , INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE 6 _ f. i _ - ; ; ; TYP. N N : „ I# z » » ,»,,,:,» w s : FOR OTHER COMMON HEADER SIZES. VJ O s ; f» Q , O �. sA _ PLAN DESIGNATION HEADER SIZE ALT. HEADER SIZE' x »» r»: ,,,,,,,. -- 26T ;".y »» ? ? '•.:: # D s sir» lrsr4Ys?:::: .? frNaa fiifr,fI s $ cp ; r� rt : , . SD2 # 3 ; ;fNfi ,r�J/ff}il} .,ff//,Jii?fJ%fif f f :: , O 3 0 0 3 %:'# ;3 _ y 12 H1 4x4 2-2x4 U i n, 9 ;: i' ` ................. 3 ,..: > :.:.::. ;;; H2 4x8 2 2x8 i , : , .,,, o i}f}f}JJJffffIJIJU%JIJY/flJ#J/,SffilYJffIJN/J/%////ffJlfJJf1J!! ffJ}fi,...../+.. /!fJ//.../. a ... r.l.. /. I .... r..., J/. J//fJJ.. r...f.. J1 l » f r JJJJ .. ;r ''L'�~L •BM' • • - Q O 3 ; "' ; s ' 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE (� s ?::>: 8A U rn v ? ::: 2 :•.: C C 2 '; 8C � : 6 1 -.J #; SD2 SD2 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. .!.:... { # C 2 226 S C ,, ,,, 2 SC 4 r� :: 14. 6X10 . 4 fN f ....: ,_ JJ ,. f..:!/://IfJ �...:.:: ' 5A �, r� r> 2 T E FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN H o. 0 D2 sD3 4 sC _-_ BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED _ L'" - - _.. 0 rnrn SD2 n V! C 6X10 -- 1J - - } s E s h x " HU610(MAX) Ui38 2 :r> - - - ----- - --- O :! -- v # 4 - CLEAR SPAN, L 2 D ° _ 8A SA 66 66 4 4 4 • L E 2 2 S SD " - 6 -0 L 10 -0 L 10 -0 C # ': - 226 , . C 2 � D C S 2 C 66 2 n », '' SD2 O SD2 1..� i p, : ......"....... ... .. ... ... .. "..... .. ... .. ................ ... $..... .... _ .... fHflK ' if:rYlf,r .SSYf.:o. fr :.Gry�/3//L,ff-- •:.`::Cu ":{F,SN,':rf•::fi-Z-,:Jr ..... ........ : :. ::v ��••yyQQ , .. : ... - .. .... ...... .. Cr r-: ... ..... .. ...... ... ... v,,y NI]X . , f _._ r :....:. :: ....... ... ,......»»::-.-......:,, /.:.: .:-........... 2-2 x 4 SEE PLAN M f. r. 6X6 .::.. f#" 8X6 m s frix::. :Y ... 7 18 ......:, . 20 f//f//////fl 5r 'f#. C . 5 J Ali. f„ ...:::: •::. . TT M co SD3 SD2 : _ E 8A SD2 �':''•'• :i ?; . s;: �' -_J F.::C.... VJ W �� . J 15 x " SD2 i.> y # s :., s W C X + . FLOOR TO FLOOR HOLDOWN X APPLY DETAIL AT EACH END OF SHEAR WALL .. `: ;:3 JJ ID ` LL m z r� o J.> f f %� %� f - ' N : 7 '' � v s � < :%-% I 8C PER PLAN. 2 LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & s- E �_: ;: x 324 .>; - ,, •...................... s, : ..... - .. -_ SD2 ( ) `O .,........ ! -'- ........ -.,,.. .... DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL 3 ro ----- 1 Y,///I 4X6 ::. f»f,:::f»ff»;; � ::'...::::. ::.;! s>s �....:. .SD3 SD2 i :f 2 i O O - F : ;;{-f�---- �; t>F»f{-'- -�-� s :f --- --- -- PER REFERENCE & PER REFERENCE & PER REFERENCE & 0 : • : :: . 20 ; % ?: „t FA 18 PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL N, SD2 F 3 f SD2 co co .;-.::.: .:ff: : 7 ' ?...:, t0 } is .: i t0 # 'i, .......:.:, X X .........--_...... r 4X6 ;: .. s : M1 / i 1T :: ; # : s : SD3 ; :, # s :. :? : : :.c SD3 t:, SD3 ,:: r r :f: ,-<; y,< J//r,•,.ro,.rrJ,YJJfJ/n.•f,Yfw>.eea4•fs}. C Q #" :. s s` :/ 2 :i ,:s ~»� ter. r- ; :.: , �- 3f ::::: : " ' f : TYP. ,:. , �f s :;........:.,r»»,» c v� ;....,., :.,,:»::: q. 0 aA f: i r/,/,,.,f, �N.»„�„f:3 ��if B 1B/SD3 D 1E/SD3 - L C SD2# --#:i ' , X 2 rrr , : rr .... s O X' X" > s.:: 2 2 O .. rrr: ».:::rr.r:»J, : _ _ ..:..:...: -----,,,,,» , ^z,,,,>,».• _ »:,c»,:-,>,:.>,.:»»,.,...q a : ::; !z;r+•..- .............: ...Z...U...... ...... 66 46X%0 ;: :>. ,, x . , 1C/SD3 F 1F/SD3 ,.. :'f % 16. INTERIOR NON -BEARING &NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS : TYP. 66 :E : .>;:. :- xSf ....... fi,:. .... c i. v , 5 SD2 , .. r, f ..: 2 : ::: : . ;<: ,,:li eo . i f t : -:::+,,,,,,,,,,,,,»..,,,,,,,,»�.:»rr,: .............. .. ..:»::::r .r»:rr .. , :{ U AT 24" O C. MAX :: • ' " 2 226 s 3 <# R FRAMING VELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. : :/ G f; : N 326 17 AT ALL OOF LE :. :; ;f fJhCU/f (� S 3 ,. TOP PLATE €� S X : .... - f z !cu is 6 _. , /f, ON PLANS f 326 i6 91 :• 2 412 412 ! s v , r,f_,:, .... ,,,;..,, ; :.,, 2 ? 3 , f 18. CONTINUOUS 1 Y<" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES N .f. C .. ,f, ,, ... - WHERE POSSIBLE ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36 { 1 1 '` p :: N ' , : f:'. �: f 2 F . i1FZK�.J�' 18 . : . :: 6T ; »r„�»--- .::: #, : .. } 326 STRAP, PER 4A/SD2 U.NO. ON PLANS. C zzs SD2 2., t�tt1� W , r: ; .. 6X6 1 »r»,; 6X6 1 3" n 326 N SI ry ine ,,. ,,,., :.. : : : : 2 $ i 2 . C ,. 226 F ....._.. ....... ' ' : `, f; /v SD3 E ! 4 f C r SD3 f 261 66 7 m . I S ,., . SD3 X : y, :::. E t i 66 :... m v 1 , 1 `� tt� : 6X10 TYP. 412 O 3:;; 326 # tG !JC'..16I, 66 c 2 i 2 3: 3 ,..... i:y :::::: ::::::: , y� , .. ' .: 3 S 1 s B >. »,.:.f ; :. :. , r tax 949.7S2..r321 », :, : o y 1 k, 8 326 s , 3, :,,»,>;;»f:: '.3 C SD3 i s: ; 8A : # ; 1' i }c £ :S ; ' 14 7 3 3 C Palm nn 5 s 17 s 14 7 3 ',SD3 SD3 S :i s ::...-. } '.. SD3 SD3 4A ,, C .,:'. : -)- D co `° Q »,.:..,,>„»�" ,rr»ri s ... ..: SD3 #,,: TYP. C SD2 �'�' TYP. aA :< � i x 4 I C"s SD2 m v , F».,r � 26T 6T .. t s # %cd $ 4A s 4A 1 : Z # s % , C SD2 SD2 " 3 o t -:, 03 ® _ "_ ___ _" _" O o „,,,. N 3 , , CONT: 6X6 CONT. 6X6 f° ,.. 3 ;; a a 2 a' a 226 2 0 4TH FLOOR FRAMING PLAN F; Q 24 - r s 226 m 226 , 3, ;ff»ffff------ """""_"_ 15 15 - 4X.1 A.... x y rrr» / X C X s Y ,:::rrrrrr zzs ; 6X6 � ' p 3 BUILDING 2 ifff�fyfri}iffffff//fff fff/f//ff/fffff fffy 2 _ 4 26T ' B D 1 s 3C X X v f f/f C 6 m i '3 6 0 ;i /i 26T m C :. U f :. v �. r ::::::r. - i.. - .... ....-.......___.__ ___ _ . .r:.::::: r::: r::::: r:r:r..:::»»:: --.. .... 5...::»»»:::::.:.:.:. .».:r». .:::...::.: ::,::::::::: rr»r:»» :rf::::... ____ ______rr» _.____ _______rr:»:r::::::::r:: v - r.......,:» :..:r..::.. r. rrr. r.:.,.. »:. »:.:. :.. ».r. r.»» r.»:.»:::. r. . -6X6- { 6x6• . , 6x6 ., s ::::»:.�»».: _ -, _ �.. _, _ _ -, _.ffXCr.. -- -•6x6___ _ >rfff:rfrrrffffifrinrrff--.»,.».--,..,»,,,»-,,,,»,f», :n>,» ,,,rsf > ... :::: ........-..... .. - .:rt�:::::«,r�-ffff:,fs--rrt,�::,fff.,ifi.-ff-rrff.�f,rur ,•-n fffffrffffuxfrfffffrf fffffffffrfsrr.ffrsfff.:,ffffrffrrrffr,_.: .: --. r.... ,». .. ... ......-,............ .: ..�. ..>. .... f.>.�.--.>: r:......... ..fFfff:!:<•/ffylsJlJ.Wfffl�<rJ.<rffff..,�r: :::: Yff. f , .» »»f>n».>»f,f ,ffrrnrfr»'firli>'fffi»rr»>r>. rrrrrr. , .rrf frrrffifffrf � fffff rfr � ff " , , r � , , , , .. .......... ,.. ...r 'v': ,::. f: .:' .>:> '.. •.»n. .... .......: ' : - � •' :•: i:> ' ,:•i <,>:: i :...• -..... • ..•., • • • • ,'yN B :..: CtSN .6X6 ;: CON1.6X6" 4 4 a : a a .;::: . 66 66 : 4 4 ::::< 66 66 a :.. C - C C C > . .( 15 C: C 15 C; „ C C ----.,, 3 . "" SD3 7 66 66 66 66 7 66 66 66 66 7 B D 3 `� SD3 23 SD3 23 SD3 N SD2 SD2 -1 A B • � TYP TVP � S �� SHEET No 4TH FLOOR FRAMING PLAN -0 BUILDING 2 SCALE : 3/16" = KEY PLAN @ 4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND 24 2X4 STUD 226 2-2X6 STUD 0 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 7"x16" PSL 2.0E TOP FLUSH BEAM a 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 1 3/4"X11 7/8" LSL FLUSH BM G 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 114" PSL 2.0E FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLUSH BEAM 711 7"x11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL I IN 2X6 WALL I IN 2X6 WALL I IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 4TH FLOOR FRAMING PLAN BUILDING 3 - A AREA SCALE: 3/16" = 1'-0" ® POST OR TRIMMER AS NOTED DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X'-X" SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES C CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) C7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 9O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O 11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 2 X 10 ROOF JOIST @ 16" O.C. <S> O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. O 2-2 X 10 DECK JOISTS @ 16" O.C. 2 X 12 ROOF JOIST @ 16" O.C. <8> O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI 36 BC16000-1.7 RFPI-400 TJ1360 LPI 56 BC160-2.0 RFPI-70 TJ1560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJ1560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. ---- 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED 0 EACH END OF HEADER. CLEAR SPAN, L L _< 6'-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 2-2 x 4 1 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN v APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL X X XX X O1 A/ SD-3 O 1 D/ SD-3 O 1 G/ SD-3 B 1B/SD-3 OE 1E/SD-3 -- CO 1C/SD-3 FO 1F/SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 '/<" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. KEY PLAN job no. 64755 drawn GE N Q submittal GE 0 1ST PC SUBMITTAL 02/05/2019 ° 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 0 4TH PC SUBMITTAL 09/09/2019 L to C 0 U 0 ° revision date 1 2nd P.C. Submittal 04/12/2019 a°i 3rd P.C. Submittal 06/07/2019 i °ZA 4th P.C. Submittal 09/09/2019 Q 0 L L 0 L N L 0 W (>1 Q N N -C 0 11 (n (D consultant: L U N L_ 0 (>3 owner: U L ([S W C 0 c Ci U Q C N L 0 a ^L 1.L X O N -C 0 L Q 0 N 0 N U 0 L Iz N L N J� 0 C DATE SIGNED: 9/5/19 jE. U 144f111 9 44 ?��9 CcWo UJ a � z Q a O U LIM U 0 (� V U) 0 L Q Q Q a)a 0 � U C: Cc N :tz! 3: E a-> C E >_to LLI L- o _rr M U M < ^ C)O • L CL E N 00 �ma�m LL L .3 ti- 0 o Q Q 2 ouvis U _Msudtm 15 Studebaker N Irvine CA 92618 r` ine tel 949.752.16 ( 2 fax 949. 52,5321 U A Palms Sj)ringS tel 760.32.3.5090 0 0 0 4TH FLOOR FRAMING PLAN L BUILDING 3 - A AREA C c� Q SHEET TITLE C "Fn c� o SHEET No S -1 AC 4TH P.C. SUBMITTAL 09/09/2019 SYMBOLS LEGEND STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 114" PSL 2. OE FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 1/4" PSL 2.0E FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLUSH BEAM 711 7"x11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6@16"O.0 .OR2X6@16"O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.G. OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) 4TH FLOOR FRAMING PLAN BUILDING 3 - B AREA SCALE: 3/16" = V-0" ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G 77-777 SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS O KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2D AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G D5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) D7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. CD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 1 O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. 7O 2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. <a> 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI 36 BC16000-1.7 RFPI-400 TJ1360 LPI 56 BC160-2.0 RFPI-70 TJ1560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. .. .-------- ---- .... 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED 0- EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6'-0" < L <_ 10'-0" L > 10'-0" 2 x 4 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL X O1A/SD-3 O 1D/SD-3 O 1G/SD-3 B 16/SD-3 O 1E/SD-3 -- X XX X CO 1 C/ SD-3 O 1 F/ SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.Q. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. job no. 64755 drawn GE (D Z submittal GE S 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 4TH PC SUBMITTAL 09/09/2019 b 0 (CS U 0 -, revision date co 1 2nd P.C. Submittal 04/12/2019 a 2 3rd P.C. Submittal 06/07/2019 0 0 3 4th P.C. Submittal 09/09/2019 Q 0 L 0 C (D 2- 0 co Q N co v L 0 Al Q) consultant:o�� No. S 5226 e i (0 DATE SIGNED: 9/5/19 W owner: U (0 co 0 c 0 co to E i N L o 4011 AFC c tz�� � Af yO�Plhq. N ✓(� 0 Z c) L O < cy) O N J= u 0 a- Lo N U U 0 0 rr � LU °' d- LJ Q`s' a _ W QQ p �i 43 U � > � D E Q E >.- CU Cy) 0 CO M U c0 Q O .= E N 0 00 L� 0000 l_1_ 0 i N Q 0 .,......:::. u Du"s Q N 1:5 Studebaker 11 N 1 rVine i ("A 92619 -Irvine tel 949. 7 5-.161' fax 949.752.5321 j, Palm Springs, tel 70,0.323.5090 a� a� 0 4TH FLOOR FRAMING PLAN L BUILDING 3 - B AREA Q. SHEET TITLE co . o SHEET NoS-1AD KEY PLAN 4TH P.C. SUBMITTAL 09/09/2019 a .., UN:: STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 9 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 0 2X6 TRIMMER 0 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 0 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 9 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"xl1 1/4" PSL 2. OE FLUSH BEAM 612 5 1/4"xl1 7/8" PSL 2. OE FLUSH BEAM 611 5 1/4"xl1 1/4" PSL 2.0E FLUSH BEAM G 7"x11 7/8" PSL 2. OE FLUSH BEAM 711 7"xl 1 1/4" PSL 2.OE FLUSH BEAM OVERALL ROOF FRAMING PLAN SCALE: 3/32" = V-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X'-X" SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XC BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS XO KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) `D AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G 5OLINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) O7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 1 Od's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE < 2 > 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. O2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O 2 X 10 CORRIDOR JOISTS @ 16" O.C. 2-2 X 12 ROOF JOIST @ 16" O.C. <8> O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG [CC -ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJ1360 LPI56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. -- [ 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310" HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ]CC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2-2x8 ' 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED e- EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 1 2-2 x 4 1 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL X O1A / SD-3 O 1 D/ SD-3 O 1 G/ SD-3 B 1B/SD-3 O 1E/SD-3 X XX X CO 1 C/ SD-3 O 1 F/ SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C.2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.C. SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) job no. 64755 ' drawn GE Ill E submittal GE L 0 1ST PC SUBMITTAL DL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 O C 0 (�3 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 (D 3rd P.C. Submittal 06/07/2019 L 3 4th P.C. Submittal 09/09/2019 Q N L L 0 L N 0 S= Q U O 0 a� consultant: ENO. •L .�1,2 tt- rn Q o * Exp. iV3t]!21 (TS DATE SIGNED. 9/5/19 owner: U L O 0 C 0 E 79 CI co i Q X N N L 0 L C Z c) L. 0 < (y) O 0 0 a- TU-) _F_ v , C 0 c) N 0 U U cl� 0 0 CC :3 CC O Lii °' d- Lu ��-< a ^_ (� L < W �Qa) 0 vi a-1 a) Cl) E a- > � LU o m C)CU(13 ^< LE o 00 MODm H O N Q 0 (IF L Q N U GOUVIS X i yi/♦;r�/ // r t %l � rursuitin�grnu}, assr:. �' .5.Studebaker 0 Irvine L CA 926:18 '�� rc rt1Ee te1 949.752,1612 lax 949.752.5321 co J✓ > :Palm Spnngs 1e1760.323.5090 N T (n o ROOF FRAMING PLAN L Q N L co (^^0 : _ SHEET TITLE Uj SHEET No S -1.5 co co 4TH P.C. 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FIELD. . :. •----rI/rYll:%111111, /r. �� iy 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) O ;'Ill # STUD SCHEDULE 11 TRUSS HANGER BY TRUSS SUPPLIER U 19 "`L� sns fi'> 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U N O) Q � B-3 B 22 SD3 / .. E . , I # L, f r f. ................ ..... j... ....y. y............... ......--. {. ......... ' u r: q...... :.� .: 4 0 18 SD3 • • iro................. 13 ...... � .... : ...... .......................... - . it: U T ZX O v `: :I'l#: .41�_._._-.-_ _ 4X6 r ..:.-::irrr,:. -- :li/1�/ I /B-3 :::w{rurr..�•xru .. t i B #: to >(v # f s r ,r... rrr rrN r, ........:::. »vµ , »:»� :.,» . �» ::. ,.: � n »»»r»w »r » �„ » M rrr. „ rrr s : : .;...... : i s t .i # i 18 i B $ v # 24 f i f : i ..d».,..»w.,.c rr# }? v SD2 V. 2 1 n„ ::::rr' z ; �, SD4 2 f : s 4 SD4 t sI.:11 `1.. :: 7 12 N..i » \ , �y{ `i rrr SD2 SD4 ' r i r .. »n 's . r. »- 1.6 I s D D S'i/.yeartdfi.�i.4rriR3ir%'//�f�iJ_ ; `'� 3 7 S 2 S 4 • - gg isiis rrr s E B :. 3 I B 22 ,_, , . 3f..,� .rr«rrrV r ./ a ,r,..l,,,. .�.rllr.,,n h'1. ,w,r.,�., _b .ma•.- rr..,rr. r: - . 6 :. "g : 5 �� rl._rr rn »r rrrr r r � ; ':::: v ... . - _ B : : -- - - '7i: rr i.� rr1111 i i11 I I 11 I'llrr ...... ..... ........ ,,.-.. _- .,a w ............ ..... s { -- , '-+1N1N/11--l' - l"" %1f/l/J% f 11 f 1' Vll,/ ff/1/ %:U//� • _ • r , : ;• (( //h I11 I :1 : '. T v : 1.1 26 �' 6X6 - •• 411 #: t::: 10" : f A-1 1. : I. 1. : :::::::: �- : 9 : � : 0 ; : , / ........ f 1.1 13 is - 1X17'1CL'G' 2,ci 26 E 10 Z. � f • f l '. 6X6 .. • 1: E .. i - d18 ; SD3 i(6 I. : Q'��? r r... # #i .% , ' ii :- 11 .---rs..:....................... 1 19(411 6X6 A-1 M! ®or,�+, r WPM .: lye, I �:1. /-----: --_. : .} •.. ;;[[. .4 .. } { L»»»» rr»» » '' ' 1 N 3.2 ...4X.12..1yL9. BM..•. 1111 CONT. (411 Ill .ARMNEWN ®tee r ,, ` .i '. .............{ 'i y r w___.m..-... N ...,1 0 L& :1 18 SD3 ......... ......-.. L f F 0 : .. /. " .............{ . ;f 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. WALLS IN UNIT OR OR OR OR 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED 11 IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 13 PROVIDE SOLID BLOCKING (D Jc 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD 8" O.C. STAGGERED IN 2X6 WALL. 2X4 STUD 12" O.C. @ 18 @ a) consultant: eao �QN FRAMING SCHEDULE L Q) �` 01::::::::::����� L ,NO< S 5226� x 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. � +� * 6v. (3f' Q{21 O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C.�``�� CItL��� NOTE: D.F.L. STUD GRADE (U.N.O.) O O O2 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. 11 7/8" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. X 10 DECK JOISTS @ 16" O.C. 10 11 2 X 10 ROOF JOIST @ 16" O.C. 2-2 X 10 ROOF JOIST @ 16" O.C. DATE SIGNED: 9/5I19 (D 0 owner: 02-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. L U O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. M O 2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. (O () MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 718" TJI 210 LPI 36 BC16000-1.7 RFPI-400 TJI 360 LP156 SC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS I BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 1 BCI 60-2.0 RFPI-70 TJI N/A N/A RFPI-90 0 c 0 U) C AIL D 1t 1 .Z yr is 0 Eu1'1' FRAMING NOTES o����9F `, c 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) ��?SIG 1 9 �v,`�,•z�,, FOR MORE INFORMATION. ����, �`© �•:��J 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR Q- '�.ry �J NON -BEARING WALLS AT ROOF LEVEL. 0 10114 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY 9IV ',C GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM ,�11pe BOTH SIDES. N 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD N SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. O t7t ___1_____1 --- I_ t...", L_ >_ 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE D DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 0 Z O 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. / 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE 0 co (DUSED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN N SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. ' ^ 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER � �1TJ FRAMING MEMBERS (U.N.O.) AND " LUS "HANGERS FOR CONNECTION OF SOLID JOISTS. � �JJ 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, c :� < EWS-Z7256 (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED 0 PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 0 O (1 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER O �/ WITH CURRENT APPROVED ]CC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES:0 ) (n FOR "LVL" & "PSL" BEAMS: �J Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). � 0 FOR "LSL" BEAMS/HEADERS: L_ Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). ^' >_ cu FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY W O r SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: v Fc I (PERPENDICULAR)........ = 680 psi (MIN) c T_ Fc // (PARALLEL) ..................... = 1400 psi (MIN) = Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) � LU ' ' t GLU-LAM BEAM SHALL BE 24F-V4, DF/DF ` w Fb = 2400 psi @BOTTOM, Fb = 1850 psi @TOP -0I- < M Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). nntt 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & M W INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE Q ` L_ ' ` O FOR OTHER COMMON HEADER SIZES. = VJ v r PLAN DESIGNATION HEADER SIZE ALT. HEADER SIZE' n _ cl V\J `V ^^``99 :�: 1 n H1 4x4 2-2x4 H2 4x8 2-2x8 " 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE U (%) )>U 16d NAILS 16" O.C. STAGG. BOTH SIDES. @ (ocCu LL) 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN C BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED EACH END OF HEADER. C 0 co@ � c [f M CLEAR SPAN, L (0 \ O � O LL CC (1)ran N A^ 00 L <_ 6-0"6' -0" < L <_ 10'-0" L >_ 10' 0" 2 x 4 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOEDOWN X APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALLAS SHOWN BELOW. SEE TABLE FOR TYPE & +' DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL X X X' X., X O1 A/ SD-3 O 1 D/ S D-3 O 1 G/ SD-3 BB 16/SD-3 O 1E/SD-3 - '� O 1C/SD-3 O 1F/SD-3i I 0 L Q) L/ 0 .: - Q 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS �.�'� �.•� �`..i's. AT 24" O.C., MAX. " U 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. Xf.„sui�stt group ... `;fit; ON PLANS. 0 18. CONTINUOUS 1 ''Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES N 1.5 Studebaker WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" � STRAP, PER 4A/SD2 U.NO. ON PLANS. N lrVi' CA 92618 0) c 3 irvine co tel 949.752.1 l fax 949.752.5321 co +� Palm Springs JQ tel 760.323.5090 Q) nc (D�^ co Q ROOF FRAMING PLAN BD 3 B a� BUILDING 1 1 B D BD 2co c D_ -0 SHEET TITLE co BD 3 . a)SHEET NoS-1.5A SCALE : 3/16" = 1�-0�� KEY PLAN M 4TH P.C. SUBMITTAL 09/09/2019 .. ,r--• *13 2 }` STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 14T 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 0 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 9 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS 716 7"x16" PSL 2.0E TOP FLUSH BEAM 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 1/4" PSL 2.0E FLUSH BEAM 712 7"x11 7/8" PSL 2.0E FLUSH BEAM 711 7"x11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.C.OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. WALLS IN UNIT OR OR OR OR 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) C ROOF FRAMING PLAN SD2 'Yr. BUILDING 2 SCALE : 3/16" = 1'-0" SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X'-X" SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS XO KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G O5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) OCONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2X4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE 1 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS ( OR EQUAL) @ 16" O.C. O11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. 7O 2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG [CC -ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJI 360 LPI56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE 2 - 2 x 4 H2 4 x 8 2-2x8 * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED 0. EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L <_ 10'-0" L > 10'-0" 2 x 4 1 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL X O1A / SD-3 O 1 D/ SD-3 O 1 G/ SD-3 B 1 B/ SD-3 O 1 E/ SD-3 X X CO 1 C/ SD-3 FO 1 F/ SD-3 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 '/4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. KEY PLAN job no. 64755 drawn GE U submittal GE _ 01ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 co C 0 (>1 U 0 revision date 1 2nd P.C. Submittal 04/12/2019 �_ 2 3rd P.C. Submittal 06/07/2019 L 3 4th P.C. Submittal 09/09/2019 Q L L _0 L N 0 U C (TS Q. N to N L 0 a� consultant: i a to owner: (D L U (Cf to 0 1= 0 co to E nL\ W Q N L DATE SIGNED: 9/5/19 rt 1011, 410,0 0 FgDy�. "79co � � n c04 0 N -C 0 ro Q L 0 U 0 -C 0 co C) LTO VJ L9_J W 0 -6-1 rCU V W 0 W 0 CC a) a) Cn` E n Q E CU cU � L!J L o rr(� _U O •� E \ N 0 00 LL ... 0 N Q Q co . ..... .. ... en':::' !,,� i1*1 X X ivrcuitang gw. up! ii •`''X, N I S Studebaker U Irvine i LLB 92618 C Irvine tol 9 9 751.I6t:2: tdX 4:9.751532I > Palm Springs tel 7 0.32.3.5000 D a� co o Q) ROOF FRAMING PLAN BUILDING 2 c� a SHEET TITLE c co . o SHEET NoS-1.5B 04TH P.C. SUBMITTAL 0 09/09/2019 STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND 24 2X4 STUD 26 2X6 STUD 224 2-2X4 STUD 226 2-2X6 STUD 324 3-2X4 STUD 326 3-2X6 STUD 14T 2X4 TRIMMER 16T 2X6 TRIMMER 24T 2-2X4 TRIMMER 26T 2-2X6 TRIMMER 34T 3-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 0 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 0 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS Tx16" PSL 2.0E TOP FLUSH BEAM G 214 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"x11 7/8" LSL FLUSH BEAM 11 3 1/2"x11 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"x11 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"x11 1/4" PSL 2.0E FLUSH BEAM 7" x11 7/8" PSL 2. CIE FLUSH BEAM G 711 7"x11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6 @16" O.C. OR 2X6 @16" O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. INTERIOR BEARING 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) ROOF FRAMING PLAN BUILDING 3 - A AREA SCALE: 3/16" = V-0" ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER XO BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS OX KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES C CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G C5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) C7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. 8O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. CD2X4 STUD @ 12" O.C. FRAMING SCHEDULE 1 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. 33 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS ( OR EQUAL) @ 16" O.C. O11 718" TJI 360 I -JOISTS ( OR EQUAL) @ 16" O.C. 10 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. O2-2 X 10 DECK JOISTS @ 16" O.C. 12 2 X 12 ROOF JOIST @ 16" O.C. O2 X 10 CORRIDOR JOISTS @ 16" O.C. 13 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI36 BC16000-1.7 RFPI-400 TJ1360 LPI56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. ...__. w .... _......, ........_.. , 1 _._.....__ .-._._..... , 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U31 0 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2 - 2 x 8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED (ED. EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" T 6'-0" < L _< 10'-0" L >_ 10'-0" 2 x 4 1 2-2 x 4 1 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN V APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL PER PLAN REFERENCE & APPLY DETAIL X X X O1A/SD-3 O 1D/SD-3 O 1G/SD-3 BB 1B/SD-3 O 1E/SD-3 - CO 1 C/ SD-3 O 1 F/ SD-3 - 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 ''Y4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. KEY PLAN job no. 64755 drawn GE U L_ submittal GE L 0 1ST PC SUBMITTAL 02/05/2019 co 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 3 0 4TH PC SUBMITTAL 09/09/2019 co I` 0 cLS U 0 revision date 1 2nd P.C. Submittal 04/12/2019 0_ .C. Submittal 06/07/2019 0 .C. Submittal 09/09/2019 Q tP4th N J✓ L 0 a� consultant: 70 N N L 0 L (0 C (Ci owner: U L 11 u IN 4C DATE SIGNED: 9/5/19 �0 N N L O J` c� C Z c) L_ 0 < (y) O N CL� uTT, VJ N OU U U O rr�o Cc O LU > "- Lu �Q <p rr 4) > L o m C rr(li U E ` N 0 00 m c) co LL ... X. L N Q ^L N .Cl) GOLTVIS XA:, f..; -C 15 Studebaker N Irvine L /...n..�t Srry} zz 1 V/ Irvine tel 949. r 52.1612 fax 949.752.5321 >, Palm Springs te1760.3213.5090 c o ROOF FRAMING PLAN Q) BUILDING 3 - A AREA co c� a SHEET TITLE c� co � SHEET No S-1.5C m4TH P.C. SUBMITTAL 09/09/2019 STUD AND TRIMMER SCHEDULE 24 2X4 STUD 226 2-2X6 STUD 9 2X4 TRIMMER 26T 2-2X6 TRIMMER 26 2X6 STUD 324 3-2X4 STUD 16T 2X6 TRIMMER 34T 3-2X4 TRIMMER 224 2-2X4 STUD 326 3-2X6 STUD 24T 2-2X4 TRIMMER 36T 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 44 4X4 POST 412 4X12 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER 46 4X6 POST 66 6X6 POST 46T 4X6 TRIMMER 66T 6X6 TRIMMER 48 4X8 POST 68 6X8 POST 48T 4X8 TRIMMER 68T 6X8 TRIMMER 410 4X10 POST 88 8X8 POST 41T 4X10 TRIMMER 88T 8X8 TRIMMER BEAM SCHEDULE DBL LOCATE DOUBLE I JOISTS G 7"x16" PSL 2.0E TOP FLUSH BEAM G 1 3/4"x14" LSL 1.55E FLUSH BEAM 212 1 3/4"X11 7/8" LSL FLUSH BM 411 3 1/2"x11 1/4" LSL 1.55E FLUSH BEAM 412 3 1/2"xl1 7/8" LSL FLUSH BEAM 11 3 1/2"xl1 1/4" PSL 2.0E FLUSH BEAM 612 5 1/4"xl1 7/8" PSL 2.0E FLUSH BEAM 611 5 1/4"xl1 1/4" PSL 2.0E FLUSH BEAM 712 7"xl1 7/8" PSL 2.0E FLUSH BEAM 711 7"x11 1/4" PSL 2.0E FLUSH BEAM STUD SCHEDULE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 2X4 DFL#2 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. STAGGERED STAGGERED STAGGERED STAGGERED EXTERIOR WALLS IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL OR 2X6 @16" O.C. OR 2X6 @16" O.0 OR 2X6@16"O.0 .OR2X6@16"O.0 SEE ARCH. SEE ARCH. SEE ARCH. SEE ARCH. 2-2X4 @16" O.C. 2X4 @12" O.C. 2X4 @16" O.C. 2X4 @16" O.C. INTERIOR BEARING OR OR OR OR WALLS IN UNIT 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X6 @16" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. CORRIDOR WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. 2X4 @8" O.C. DEMISING WALLS STAGGERED STAGGERED STAGGERED STAGGERED IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL IN 2X6 WALL NOTE: D.F.L. STUD GRADE (U.N.O.) SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED X DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G X DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. X REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. X DETAIL NUMBER SDX DETAIL SHEET NUMBER OBEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS XO KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES O CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) 2O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) O CONTINUOUS JOIST W/ E.N. O DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G D5 LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. O CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS (U.N.O.) D7 CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE WI (1) CS16, U.N.O. O BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. O BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. 10 SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) 11 TRUSS HANGER BY TRUSS SUPPLIER 12 (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM (U.N.O.) 13 PROVIDE SOLID BLOCKING 14 DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) 15 BLOCKED OPENING SEE DETAIL 15/SD2 16 2-2x4 STUD @ 16" O.C. 17 2X4 STUD @ 8" O.C. STAGGERED IN 2X6 WALL. 18 2X4 STUD @ 12" O.C. FRAMING SCHEDULE 1 2O 11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 19.2" O.C. O11 7/8" TJI 210 I -JOISTS (OR EQUAL) @ 16" O.C. 4O 11 7/8" TJI 230 I -JOISTS (OR EQUAL) @ 16" O.C. O 11 7/8" TJI 360 I -JOISTS (OR EQUAL) @ 16" O.C. <8> 2 X 10 ROOF JOIST @ 16" O.C. O2 X 10 DECK JOISTS @ 16" O.C. 11 2-2 X 10 ROOF JOIST @ 16" O.C. D 2-2 X 10 DECK JOISTS @ 16" O.C. <8> 2 X 12 ROOF JOIST @ 16" O.C. O 2 X 10 CORRIDOR JOISTS @ 16" O.C. <8> 2-2 X 12 ROOF JOIST @ 16" O.C. O2-2 X 10 CORRIDOR JOISTS @ 16" O.C. 14 2 X 8 ROOF JOIST @ 16" O.C. MANUFACTURER i LEVEL BY WEYERHAEUSER LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 11 7/8" TJI 210 LPI 36 BC16000-1.7 RFPI-400 TJI 360 LPI 56 BC160-2.0 RFPI-70 TJI 560 N/A BC190-2.0 RFPI-90 14" & 16" TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 N/A N/A RFPI-90 FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. ------- _-------- ________________ .. ----------------------- 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z72513 (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. WOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ]CC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc T (PARALLEL) ..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION H1 HEADER SIZE 4 x 4 ALT. HEADER SIZE' 2 - 2 x 4 H2 4 x 8 2-2x8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14, THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED a- EACH END OF HEADER. CLEAR SPAN, L L <_ 6-0" 6-0" < L <_ 10'-0" L >_ 10'-0" 2 x 4 2-2 x 4 SEE PLAN 15. FLOOR TO FLOOR HOLDOWN - APPLY DETAIL AT EACH END OF SHEAR WALL PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL PER REFERENCE & PER REFERENCE & PER REFERENCE & PLAN APPLY DETAIL PLAN APPLY DETAIL PLAN APPLY DETAIL __ ....-. X A 1A/SD-3 D 1D/SD-3 G 1G/SD-3 BB 1B/SD-3 O 1E/SD-3 -- XX'-X11 X CO 1C/SD-3 O 1F/SD-3 -- 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 %" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. job no. 64755 drawn GE 0 L submittal GE L 0 1ST PC SUBMITTAL 02/05/2019 cn 2ND PC SUBMITTAL 04/12/2019 3RD PC SUBMITTAL 06/07/2019 o 4TH PC SUBMITTAL 09/09/2019 U 0 4- ai U 0 revision date 1 2nd P.C. Submittal 04/12/2019 3rd P.C. Submittal 06/07/2019 L 0 3 4th P.C. Submittal 09/09/2019 Q 0 L L _0 nk N 0 (tS Q U U L 0 N a� consultant: i N N L 0 7 A DATE SIGNED: 9/5/19 W owner: L U co 4- 0 0 co co E nL\ W Q C: POY o�049 co 72 X N N 0 L Q L 0 N 0 L r� N U 0 L Q N N 0 W a� L co ` U N U (t1 o c� 'U M m O E N TN v VJ 0 r_ 0 W E 4- '0xxx L . D_ ^L S.L } z Q a 0 U W rr LL GOUVIS A fi)Y•CLLIf iY{ p?-L!Lt rr5..: �':E;. 45 Studebaker' N Iry ille ("A 92618. Y •� 2` 9f 1t��.�1-t�tr tel 949. / 52.1612 _0 fax 949.152.5321 0 M 0 LO M LJ 0 0 U) 0 9 U > Palr►a Spring, te1760.3213.5090 U U co o L ROOF FRAMING PLAN BUILDING 3 - B AREA co C M Q SHEET TITLE o SHEET No S-1.5D co co 4TH P.C. SUBMITTAL 09/09/2019 O_ 1. (2) 2X CONT. TOP PLATE. 19. CONCRETE PODIUM SLAB PER PLAN rr p 2. MAX. 7/8" SHIM. MIN. fc=3000 psi. U F- 3. SCREWS PER SCHEDULE. 20. MIN. (2)#5 TOP & (2)#5 BOTT. x4'-O" 2 5" 5" N @ 4. SHEAR PANEL TYPE 2 BETWEEN PAST HOLDOWN EA. WAY. U.N.O. Job no. 64755 A C TOP PLATE & HEADER. 21. A35 AT TOP & BOTT. OF K. STUD a. 2X STUDS @ 16" O.C. 1 3 > 5. GARAGE HEADER PER PLAN TYPICAL. ALTERNATE LTP4. p 6. SIMPSON STRONG WALL PER 22. 10 GA. STEEL STRAPS WITH 10d b. INTERIOR FINISH. drawn GE of coPLAN. COM. NAILS OR 16d SINKER NAILS a - U 0 7. 2X KING STUD. USE PRESSURE AT EA. END OF STRAP PROVIDED N z N p TREATED MEMBER IF IN CONTACT BY SIMPSON STRONG -TIE TYP. c. WHERE INDICATED ON PLANS) submittal GE P.T.D.F. SILL (USE 3X +� 002 W/ CONCRETE OR PROVIDE P.T. 23. 3/8" PLYWOOD/OSB SHIM UNDER W Zv ° MUD SILL BELOW STUD. STRAP WHERE 3 1/8" GLB IS USED W/ 5/8" ANCHOR BOLTS OR MASA/MASAP. 0 8. JAMB. FOR 2X4 WALLS & 5 1/8" GLB IS SEE FOUNDATION PLAN & L- 1 ST PC SUBMITTAL 02/05/2019 9. LSTA24 BEAM TO POST/TRIMMER. USED FOR 2X6 WALL NOTES UNDER "WOOD FRAME 4- A a_ 10. 10d's @ 3" O.C. VERTICAL & 24. DEL. HEX NUSTS WITH STRUCTURE FOUNDATION" ON co 2ND PC SUBMITTAL 04/12/2019 4 5 3 1/2" 4" O.C. HORIZONTAL. 2 1/4"X2 1/4"X3/8" PLATE WASHER SN-1 SHEET(S)FOR OTHER 11. POST/TRIMMER PER PLAN. 25. STEM WALUCURB HEIGHT, PER 3RD PC SUBMITTAL 06/07/2019 12. (4 16d's KING STUD TO HEADER. ARCH. DRAWINGS REQUIREMENTS TYP ANCHOR BOLT REINFORCEMENT U m 1. HOLDOWN ANCHOR BOLT PER SIMPSON 13. (4� 16d's KING STUD TO PANEL. NOTES: d. CONC. SLAB PER PLAN. 0 4TH PC SUBMITTAL 09/09/2019 @ SLAB INTERIOR CONDITION 14. STHD10 (U.N.O.). - @ STEEL STRONG WALL /HARDY FRAME. - STEM WALL THICKNEES TO BE b e O 15. 2X P.T.D.F. SILL PLATE. MIN. 6". e. EXTERIOR FINISH W/ G.I. BASE 5" 2. CONC SLAB, fc=5000 psi MIN. 16. 5/8"a) ANCHOR BOLTS 5" MIN. - IF THREADED ROD EDGE DISTANCES f SCREED. SEE ARCHITECTURAL. p 4 "C" CAN NOT BE MET, USE DETAIL +_. �.B.S PER TABLE. ; 3. #4 STIRRUPS @ 3 1/2" O.C. NUMBER OF A8/SD1 FOR HOEDOWN BOLT f. SHEAR WALL PER PLAN. � d a c :j17. HOLDOWN NUT & WASHER. ^ SEE SCHEDULE FOR TOTAL QUANTITIES 2) ASTM A307/F1554 (GRADE 36) 0 4 SIDES OF ANCHOR. INSTALLATION 18. ° REQUIRED. EQUALLY SPACED ON �/8.0 ALL THREADED RODS. � revision date ° F3 a a EDGE DISTANCE 4. ADD (2) #5xU-0" BARS CENTERED ON ANCHOR, WIDTH # OF 1/4"x6" # OF MUDSILL ALL SIDES Q 2nd P.C. Submittal 04/12/2019 C (MIN.) TOP & BOTTOM OF SLAB BOTH DIRECTIONS. SDS SCREWS ANCHOR BOLTS ' ° (I° U 3 1/2" 5. DOUBLE HEAVY HEX NUTS W/ A36 PLATE 4 16" 8 2 13" a "' II N 2 3rd P.C. Submittal 06/O7/2019 @ SLAB INTERIOR TYP WASHERS. USE A563 NUTS. 22" 10 a ° 3 4th P.C. Submittal 09/09/2019 SEE TABLE FOR PLATE WASHERS. ° SEE GENERAL NOTES Q SECTION A -A UNDER "REINFORCED N °".'..: CONCRETE" FOR ADD'L. REQUIREMENTS � ANCHOR BOLT ANCHOR BOLT PLATE WASHER 21 MASA/MASAP p STANDARD DIAMETER SIZE STIRRUPS INSTALLATION 4, C A449 3/4" 5/8"x2 3/4"x2 3/4" 8 4' [� A449 1" 5/8"x3112"x31/2" 12 23 A193-B7 1 1/8" 5/8"x3 3/4"x3 3/4" 16 5 2 3/ 6 R TY P. EXTERIOR WALL 1 g T�c_ 1 N 2 12 0 TYP. PODIUM A.B. INSTALLATION 15 10 -�' • '� \ 5" 5" 14 R 1. ADD #4 HORIZ. OZ-\ 1 4 -1 4 1 22 _ -- 1 2. MIN. 6". � 3 - -- NOTE: Q 2 - -- 3. #4 VERT. W/HOOK @ 8" O/C 0 1 i 4 •' 2 _ __ Js 3 2 - SEE DETAIL #1 FOR LEGEND MAINTAIN 3" CLEAR TYP. co 8 i O - -- & INFORMATION NOT SHOWN. N 1. STEEL PIPE,TUBE, OR WIDE I U ~ 4 -- 1 7 - IN LIEU OF ANCHOR BOLTS 4. MAX. 12". FLANGE COLUMN PER PLAN. 6 iv 6 USE SHOT PINS AS PER p 10 3 GENERAL NOTES FOR NON- 0 5 I 3 �`-WIDTH SEE PLAN- F j SHEAR WALLS. 1/4 I I 2. TOP OF CONCRETE SLAB. 2 3. (4) 5/8" 0 X 18" LONG A.B. 13 i i A O consultant: 4pt3��•�Sip�, I I WITH LEVELING NUTS. I 17 ° 14 7 i i z Le ° a° 41, 4 1 2 � �,•y'' 4. 1 1/2" DRY PACK. I g 1 ° ° 7 N C a °° II - 5. 3/4" THK. STEEL PLATE SIZED 11 ^ ° e I11 L C� �` TO MEET MIN. DIMENSIONS. 21 • • r , r ° .. c� Le ° n �`' N a 6V. aW21 .. 1 <{ 10 11 d c c b d��fi II II I- F- 1" MIN 11 5 U ° 4FCAI • 25 m CLR I I II II 1/4 1 1/2" 2" 1 jI 1 ° I- 1n1T�j 18 U ° I M DATE SIGNED: 9/9/19 C" _rAT SLAB INTERIOR AT EDGE CONDITION ° a ° II a Cfj %0 0 i 19 I II u,6 1 I 16 ° a J �J a O 0 0 5 0 0 " i �� I n z a I a I �J) rJ1 I I A i s ° °° ° ° N OWilef: 0 U 24 i �i d i as 20 5" 5" N L er I 1/4 N I a I I � Q I I i 10 SINGLE PORTAL OO Co) O END WITH - I------4 -- Tr ------- r-- NOTES: O �° CO) CONTINUOUS HDR. - 4x6 POSTS (MIN) CAN BE REPLACED WALL N W/2-2x6 AS LONG AS NAILS ARE W/RAISED CURB ,_. C � 0 MAINTAINED W/ MIN. EDGE DISTANCE 0 114 p - 11 AS REQUIRED BY THE MANF. SPEC. (o) (o) n (o) & S.W. EDGE NAILS STAGG ON 0 ° PODIUM PORTAL STRONG WALL _ 12 - BOTH N32XMEMBERISUSEDFOR TYPICAL INTERIOR WALL 2 R 4 3 1/2" HDQ8 1/4 Ox4 1/2 SDS SCREWS TS-2-1 31 1 07 TYP SHOULD BE BE USED R E - HEAVY HEX ANCHOR NUT IS REQUIRED ` R FOUNDATION DETAIL 16 ON LOAD TRANSFER PLATE FOR 1. POST PER PLAN Q "✓%' ,, GE51 -1 101 19 PLAN VIEW A -A OF STIRRUPS @ HOLDOWN HDU14 & HHDQ14 1 2. SIMPSON COLUMN BASE ,led Pop 1. S.W. END POST PER PLAN. 9. NOT USED. O 2 CB/CBSQ/CBQ/LCB PER PLAN. (� >..� 2. HOEDOWN PER PLAN, 10. ADD (2) #5 T&B OF SLAB EXTEND 3. PLATE &ANCHOR BOLTS � t1,/ FC ��.�.�- , 3. CONCRETE SLAB. 2'-6" PAST HOLDOWN BOLT EA. WAY. WHERE OCCURS. L '�Fdj(�, Ig 4. SIMPSON PAB STANDARD STEEL BEND EXCESS BAR LENGTH AROUND 0 '�f/� ?©19 r BOLTS PER SCHEDULE. AS AN SLAB EDGE WHERE OCCURS W/ MIN. - 4. CONCRETE SLAB D_ ' ALTERNATE, USE ALL THREADED 1 1/2" CONCRETE COVER. co 5 PERT BWASHER S HE (WW. DEL. HEX NUT) 11 TA2b OR F EQUALLY 1SP8ACE #4 STIRRUPS GRADE 60ODN 41� DOES OF 4 p I 4 5 5. TOP & BOTT. I ((8) TOTAL DE EA. Y N �r���C��✓�' 6. ALL THREADED ROD. A307/A36 ANCHORS. 6. SEE NOTE #2 UNDER "WOOD Q DIAMETER PER TABLE BELOW. 12, NOT USED. p p FRAME STRUCTURE FOUNDATION" N 7. SILL PLATE PER PLAN. 13. NOT USED. , ON SHEET SN-1 FOR SHOT PINS 8. NOT USED. 14. POST/STUD/HOLDOWN CENTERLINE. N COLUMN BASE } PAB CONC. PLATE -C HOLDOWN BOLTS (MIN.) Le 1 WASHER += 1 I TYPE & DIA. fc (PSI) (INT.) SIZE (IN.) a HTT4/HTT5 PAB5 4000 5" 3/8X1 1/2X1 1/2 d 6 2 (5/8'0) � Z 3/4 HDU8 PAB7 co 10 MIN HDQ8 (7/8"(V) 4000 8" 3/8X21/4X21/4 NOTES: 0 O HDU11, HDU14 PAB8 5000 91/2" 3/8X2 1/2X2 1/2 II ° -SEE DETAIL#1 FOR LEGEND N z °a ° as 10 f HHDQ11, HHDQ14 (1"(V) ° & INFORMATION NOT SHOWN. C a- LO PAB9 FOR MISSING "CB", SEE 8', HD12 (1 1/8"�) 5000 9 1/2" 5/8X3/X3 ° °a a ° Q DETAIL 16/SN-3. PAB10 O U 3K = J HD19 ( ) 5000 9 1/2" 5/8X3 1/4X31/4 NON -SHEAR, NON -BEARING "� •J CD g zo�0�z 17 ,.. w�z LAP BARS TYP. H OLDOWN I NSTALLATI O_ N 8 COLUMN BASE INTERIOR WALL 3 o • �� R R 8 -; QC SECTION C-180201 C I O -� CU 1. (2) 2X CONT. TOP PLATE. 10. CONCRETE PODIUM SLAB PER PLAN 1. 3"X 3"X 1/4" STEEL ANGLE 0 C MIN. fc=3000 psi. 4 2" CLR. 2. SIMPSON STRONG WALL PER 2. (2) 3/8" DIA. CARRIAGE BOLTS C � 0 MIN. PLAN. 11. MIN. (2)#5 TOP & (EA. AY U.N.O.x / 1 1/2" SQ. X 3/16" PLATE t� UJ 0 PAST HOEDOWN EA. WAY U. N - �D_ WALL CONDITION WASHER TO WOOD MEMBERUJ 1 3. MAX. 7/8" SHIM IF REQUIRED. 2 � 5 � > 12. (2) ASTM A307/F1554 (GRADE 36) - 3. 9" CONCRETE EMBEDMENT MIN. < n 5" 5" 4'_0, 4. SCREWS PER SCHEDULE. 7/8" 0 ALL THREADED RODS. ENLARGE n SEE SLAB INTERIOR PLAN VIEW 1 4. 2X4 P.T.D.F. MEMBER a COND. FOR ITEMS 5. 2X KING STUD. 13. CONCRETE SLAB EDGE - L < 0 2 O NOT SHOWN. b (2) #5 HAIRPIN WHERE OCCURS. ° Q ^, A U TOP & BOTT. 6. (4) 16d's KING STUD TO PANEL. a ° 5 AROUND STEEL ANGLE).O (NOTCH W U 14. TOP OF PLATE WASHER ELEV. ° , I ° ° O 3 �' a B %: 7. 2X PRESSURE TREATED SILL PLATE. 15. 2" SQ. X 3/8" PLATE WASHER \ / I� ° a as o ~ p W/ DOUBLE HEX NUTS ° U o 8. HOLDOWN NUT AND WASHER. L n (n � Q O 9. 5/8"0 ANCHOR BOLTS 5" MIN. 00 :>: EMBEDMENT, NUMBER OF A.B.S R PONY WALL PT-21 N2 (U PER TABLE. O � M U LLJ A a_ B EDGE DISTANCE NOTE: (0 Q Q # OF 1/4"x6" SDS # OF MUDSILL ` L 6 13 3" 3" 7 WIDTH ANCHOR ALL SIDES IF THREADED ROD EDGE E N M 0 SCREWS z 1 3 NIn M W co TYP TYP BOLTS C (MIN.) DISTANCES "C" CAN NOT .) O BE MET, USE DETAIL 8/SD1 1. 3" DIA. CONCRETE FILLED N r ANCHOR ROD REINFORCEMENT U co ANCHOR ROD REINFORCEMENT 18" 9 2 FOR HOLDOWN BOLT/BOLTS PIPE BUMPER GUARD. @ SLAB INTERIOR CONDITION @ SLAB EDGE CONDITION 24" 12 2 13„ INSTALLATION e N ° 32" 16 2 2. CONCRETE SLAB 2 #5 HAIRPINS 2 3/4" 48" 24 3 ^° ° ° lI I) °a 4 " 3. 36" OR PER ARCHITECT. 5•, MIN. ° w 4. (2) #4x15" EA. SIDE EA. WAY ` 30° 2" CLR a° TOP & BOTT. (8) TOTAL Q ° MIN. 0 - -- 6 5 30 4 1/4" PIPE COLUMN 4 Q U 1 a 4 PONY WALL PIPE COLUMNou"s 18 1 1/2" - 0 PT-20N N V CLR 3 R 7 a 5 rr,cuitentgrp ss :.% IS Studebaker TYP @ SLAB EDGE 5" 4 1/4" c� 6 @ SLAB INTERIOR 1. POST PER PLAN. SECTION A -A SECTION B-B 1.TYie 2. REFER TO PLANS &TABLE BELOW � �� �261 �. 2 FOR CONNECTION TYPE. 8. VERT. LAP BAR FULL HEIGHT OF WALL 3. ADD #4 X S-0" CENTERED SEE TABLE BELOW FOR QUANTITY AND 1 Irvine 1. CONT. TIE ROD PER SIMPSON SIZE REQUIREMENT. HOEDOWN W! IN SHEAR CONE. M STRONG -TIE OR EQUIVALENT. 9. CONCRETE/CMU WALL PER PLAN. WIDTH SEE PLAN L 2 OMIT #4 BAR IF TENDON OR tel 949.752.1612 2. COUPLING DEVICE PER SIMPSON 10. ALL THREADED ROD SIZES 4 CONT. REBAR EXIST RIGHT @ THIS LOCATION. tax 949.752.5321. STRONG -TIE OR EQUIVALENT. & GRADE TO MATCH CONT. TIE ROD. co 3. CONC SLAB, fc=5000 psi MIN. 11. #4 CLOSED TIES "B" @ 3" O.C. EQUALLY o 3 4. CONCRETE SLAB PER PLAN. 4. ALL THREADED ROD PER SIMPSON SPACED ON BOTH SIDES OF ANCHOR Palm Springs STRONG -TIE OR EQUIVALENT SIZE ALONG SLAB EDGE. SEE SCHEDULE FOR & GRADE TO MATCH CONT. TIE ROD. TOTAL QUANTITIES REQUIRED. NOTES: -0 tel 760.32.3.5C090 5` #4 STIRRUPS "A' 3" O.C. 12. #4 SINGLE LEG STIRRUPS "C" EVENLY 8 ° ° _0 SEE SCHEDULE FOR TOTAL QUANTITIES SPACED ALONG BOTH LEGS OF #5 � r r 2 I� ° ��' a -INSTAL STRAPS OVER SHEAR REQUIRED. EQUALLY SPACED ON HAIRPINS. SEE SCHEDULE FOR TOTAL ° 4 SIDES OF ANCHOR. QUANTITIES REQUIRED. I I o' ° PANEL 6. ADD ((2 #5xU-0" BARS CENTERED ON ANCHOR, 13. DOUBLE HEAVY HEX NUTS W/ A36 PLATE - ALL STRAPS SHOULD BE MIN. TOP &�OTTOM OF SLAB BOTH DIRECTIONS. WASHERS. USE A563 NUTS WITH HIGH 7 12 2" CLR. FROM SLAB BOTT. N 7. ADD (2) #5x8'-0" BARS CENTERED ON ANCHORS STRENGTH THREADED RODS. SEE TABLE i I i ° INTERIOR a TOP OF SLAB TOP $ BOTTOM OF SLAB. FOR PLATE WASHERS. -REFER TO MANUFACTURER (D FOUNDATION DETAILS 71 - - I ° 3 SPECS. FOR INSTALLATION ATS ROD ATS PLATE AT WALL STIRRUPS TIES MAX. 1 ^I ° a� ° ��r ° OF HOEDOWNS PER ATS ROD ROD WASHER CONDITION ALLOWABLE z PLAN STANDARD DIA. SIZE LAP BAR "A" "B" "C" UPLIFT KIPS 13 I J) J) i i 1 ° \L4 A, ° ° � (KIPS) CV I ° I�C� n Inc I ° °d � SHEET TITLE ATS-AB5 A307 5/8" 3/8"xl 1/2"xl 1/2" 1 #5 N.A. 4 4 6.34 10 ATS-AB7 A307 7/8" 3/8"x2"x2" 1 #7 8 4 4 12.82 14 I ° ° L1 = °_ 111 _ 1 SIMPSON 16d SINKER #4 BAR x 8'-0" 03 ----- .1111 - --1 EXTERIOR HOLDOWN le NAILS CENTERED @ HD * C .VV ATS-AB9 A307 1 1 /8" 1 /2"x2 3/4"x2 3/4" * 1 #9 8 6 6 21.21 ° I -__- a 15 0 ATS-ABSH A449/A193-87 5/8" 3/8"x2"x2" (2)#5 8 4 4 13.57 STHD10 10" 20 (1) TOP & (1) BOTT. .� SHEET NO ATS-AB7H A449/A193-137 7/8" 5/8"x2 3/4"x2 3/4" * 2 #7 8 8 8 27.06 C _J C STHD14 14" 24 (1) TOP & (1) BOTT. N ATS-AB9H A449IA193-B7 1 1/8" 5/8"x3 3/4"x3 3/4" * 2 #9 16 12 12 44.73 U * CONT. FOOTING REINFORCEMENT/CABLE CAN BE COUNTED AS 4TH P.C. SUBMITTAL *ALTERNATE TO (2) LAP BARS RUN ALL THREADED ROD ENTIRE WALL HEIGHT. PART OF REBAR REQUIREMENT. (0 19 RTYP. ATS HOLDOWN INSTALLATION 14 kR PODIUM STANDARD STRONG WALLS 10 R HOLDOWN STRAP TS-6-130314 5 09/09/2019 GE137-171010 GE120-140212 1. BM., SEE PLAN (MIN. DEPTH 12"). 4 1 1. SIMPSON CS16 W/ (2) ROWS 2. SIMPSON STRAP EACH SIDE 1. PLYWOOD SHEATHING. END LENGTH 1 3 2 3 1 7 OF 8d SINKER NAILS @ �_ _ _ � OF BEAM TO POST. 2. TRUSS BY MANUFACTURER. 4 1/8" O.C. CUT TO FIT OVER 14 3 10 6 1 4 3 6 2 3. 8d COMMON NAILS AT 6" O.C. job no. 64755 ll 1. TYPICAL STUDS STAGGERED ALL BAYS OF BLOCKING. _ 3. POST, SEE PLAN. B.N. U.N.O. E- 3� WHERE APPLICABLE.-- -Y 4. 2X FULL HEIGHT BEVELED � 2- CORNER STUDS OR POST PER i i � 4. ALT. TO MSTA12 STRAPS, USE BLKG. (IF BLKG. IS NOT BEVELED •drawn GE 1 PLAN. - 2. TYPICAL ROOF RAFTER OR i i 2X KING STUD EACH SIDE ° SEE DETAIL 13-SN2) IF BLKG. TOP CHORD OF TRUSS. i 4 4 OF BEAM TO POST & NAIL ° ° NOT TIGHT FIT, SEE ITEM #15. Q) 3. PLYWOOD SHEAR PANEL PER W/ 16d'S @ 16" O.C. TO POST ° ° 5. DBL. TOP PLATE OR BEAM. � submittal GE 1. FLOOR SHEATHING W/ E.N. ALONG PLAN. 3. 2X FLAT BLKG. W/ E.N. i i & MIN. (5) 16d'S TO BEAM. 6. SIMPSON A35, LS50, OR LTP4, LINE OF BLOCKING SEE PLAN FOR NO. OF BAYS ° SPACING PER SW SCHEDULE 4. POST AT END OF SHEAR PANEL 1. 2X BLOCKING. i •� i Cj NOTE: (AT NON -SHEAR WALL, SPACING 1ST PC SUBMITTAL 02/05/2019 (MIN. 4 BAYS). i i w 2. FLOOR SYMTEM, PER PLAN 2. EDGE NAILING. _ PER PLAN. 10 3 2 i 2 2 ADD SHIMS AS REQUIRED. IS 48" O.C. MAX.). FOR VENT Q ��� 4. HIP BEAM OR TOP CHORD 5 3. 2X BEVELED LEDGER ONE SIZE , - IF THERE IS DBL. TOP PLATE 15 BLOCK SEE DETAIL 1NSN-2 cn 2ND PC SUBMITTAL 04/12/2019 3. LINE OF SOLID OR MIN 1 3/4" WIDE LARGER THAN RAFTER W/ i i BTWN. BM. & POST, INCREASE 7. SHEAR PANEL TYPE 2 TYPICAL - �� 5. N/A OF HIP TRUSS. 12 (U.N.O. ON PLANS) BETWEEN 3RD PC SUBMITTAL 06/07/2019 FULL HT. BLOCKING SEE PLAN 2 4 2 --- (4) 16d's PER STUD U.N.O. (IF NOT i •i i LENGTH OF STRAP TO 11 2 12 4 FOR NUMBER OF BAYS REQUIRE 6. EDGE NAILING 5. DBL. TOP PLATE OR BEAM. `� 12 BEVELED, SEE DETAIL. 13/SN2). i i i ACCOMMODATE. i TRUSSES. 4. 16d's AT 6" O.C. (U.N.0.) i i - FILL ALL STRAP HOLES WITH 8 1 9 5 8. SEE PLAN FOR TYPE AND o 4TH PC SUBMITTAL 09/09/2019 4. SIMPSON STRAP CUT TO FIT 5. H2.5 AT 48" O.C. FROM I C'1 NAILS. LOC. OF SHEAR PANEL ON 2X 5 6 7. ALT. SHEAR PANEL PER PLAN 6. ROOF SHEATHING W/ E.N. 2 i OVER WALL OR BEAM. SEE �� 2 6 7 LEDGER TO STUDS. SLIT THE , i w STUDS AT 16" O.C. MAX. WHERE OCCURS. ALONG LINE OF DRAG. PLYWOOD TO INSTALL H2.5 . i i i TABLE AS SHOWN &UNDER 9. ALT. LOC. OF SHEAR PANEL. ALL BAYS OF BLOCKING ' -` 6. 2X R/R OR TOP CHORD OF 10. 2X FULL HEIGHT BLOCKING. 0 DBL TOP PLATE & BLOCKING 7. END LENGTH. 1 TRUSS. i i STRAP CAPACITY OVERALL LENGTH 5. DOUBLE TOP PLATE OR DROP BM. 7. PLYWOOD SHEAR PANEL i i • _ i EA. SIDE OF EACH STRAP 11. TYPICAL BOUNDARY NAILING M 1 12. SIMPSON HI @ EVERY TRUSS. U PER PLAN STRAP CAPACITY* END LENGTH TYPE 2 ENTIRE WALL FROM i 3 A MSTA12 - 12" USE LGT FOR GIRDER TRUSS. 0 LJI _ _ _ _ LOW ROOF TO HIGH ROOF reVlSlOn date -- - NOTE: 1700# 3'-6" i i 7 3 16 13 WIDTH OF LGT TO MATCH 6. COMPRESSION MEMBER U.N.O. B (1) CS16 2900# 24" NUMBER OF PLYS OF GIRDER NATC�SPACED @ 2"SHOULD - - - - - - - 7 BE STAGGERED MIN. 1/8". B" (2)CS16 3400# 3'-6" 6 4 9 8 8. FULL HEIGHT SHEAR PANEL C (2) CS16 5600# 24" TRUSS. 7. FLOOR SYMTEM OR BEAM 4 4 4 ---- --- WHERE OCCURS. WHEN SIDE VIEW END VIEW 2nd P.C. Submittal 04/12/2019 13. 2X BLKG. &UPPER SHEATHING }, 1 PER PLAN OUTSIDE, TO BE INSTALLED ABV. PLATE CAN BE REPLACED U 9 6 9 6 3 *ADD 2"X4"X48" LONG PRIOR TO ROOF FRAMING. W/ PRE -FABRICATED FULL DEPTH N 2 3rd P.C. Submittal 06/07/2019 8. DBL T.P OR POST PER PLAN)F77 MEMBER TO RECEIVE 2ND. IF SHEAR PANEL IS NOT POST & BEAM CONNECTION 5BLOCKING. / CS16 & NAIL W/16d's @ 4" O.C. 10 2 5 CALLOUT ON PLAN. INSTALL R D0038 1 00920 10 6 14. 2X RAFTER TAIL W/ MIN. 3'-0" 3 4th P.C. Submittal 09/09/2019 - - - - - - - - - - - 9. CONT. RIM PER PLAN STAGGERED TO ROOF SHEAR PANEL PER NOTE 7. LAP W/ 16d's 6" O.C. STAGG. 9. MIN. (3) 16d TOE NAILS TO 1. RJR OR TRUSS PER PLAN. OR TRUSS TOP CHORD. N 10. BEAM, PER PLAN WHERE 7 1 RAFTER/TRUSS TOP CHORD. 12 LEDGER. IF SPAN OF ROOF 2. ROOF SHEATHING. Q 6 15. MAX. GAP BETWEEN BLKG. & OCCURS - MEMBER IS MORE THAN 3. MIN. 1X CONT. BOARD W/ N TOP PLATE FOR HI & LS50 TO L ` REFER TO 17/SN2 FOR CS16 ` ' 8'-0", USE JOIST HANGER. (3))16d's TO EACH ROOF BE 1/2" & FOR A35, TO BE 1/4". 0 4 7 8 $ 7 4 - - _ _ - - - - - - 5 NAILING PATTERN. �� 1 10. ROOF SHEATHING. B.N. FLAMING ELEMENT. G'� 16. 2X BEVELED BLKG. SEE 11. 8d COMMON AT 4" O.C. 4. 2X R/R @ CA. FRAMING. I 13-SN2 IF NOT BEVELED. 4 4 6 7 NAIL LATERAL VALUES i 2 U.N.O.) PER SHEAR WALL USE 2X4 @ 24" O.C. FOR MAX. 17. ALT. LOCATION OF HI/LGT. 1 JOIST & JOIST BASED ON SPFlHF. 4 SCHEDULE. 3 2 SPAN OF 6'-0" & 2X6 24" +� --- 12. 2X STUD OR BM. PER PLAN. o ° O.C. FOR MAX. SPAN OF 10'-0". 7 17 STAGGERED PARTY WALL/WALL INTERS.18 DRAG DETAIL 14 13. PLYWOOD WHERE OCCURS o &TOENAIN&2X 8I 12 L R D01 1 1 100920 PER PLAN. APPLY PRIOR TO 5. 2X6 PURLIN & 2X4 KICKER @ 8 LOW ROOF INSTALLATION. 8'-0" O.C. MAX. TO LIMIT 0 R/R SPAN @ CALIF. FRAMING. RBC MAX. U NOTE: 6. (1) BAY WIDTH X 30" ACCESS INSTALLATION 3/4' CONDITION A W/ PLYWD INSIDE - AT CONDITION B LOCATE 4 & VENTILATION OPENING PER GAP c� L-JI - ` SIMPSON H2.5 PRIOR TO ARCHITECTURAL. PROVIDE 2X Q - 1. CS16 OVER SHEAR PANEL OVER 1 BLKG. & BOUNDARY NAILING 2X BLK'G W/8d @ 2 1/16" O.C. 7a- INSTALLATION OF 2X BLKG. OF ROOF SHEATHING AROUND N EXTEND ONTO HDR. OR WINDOW - - __ 5 co - SHEAR TRANSFER DETAIL 1SILL & ACROSS SHEAR PANEL 6 10 9 3 12 7. PREFABRICATED VALLEY q�) F_ r TYP. EACH CORNER OF OPENING. ` TRUSS PER MANUFACTURER. D0022-1 10106 + EN ENGTH END LENGTH2 1 ---- 3 `� 2 6 1 `� (ALT. INSTALL OVER 2X MIN. ,' 5 ,' `� A CONNECTION DETAIL B CALIF. FRAM'G. @ RIDGE g, TRUSS SIMPSON R MA CLIPS @ EA. p - 7> --- ------r r BLKG ABOVE & BELOW OPENING - + i --- - i , + END OF VALLEY TRUSS WITH 1. SIMPSON ST6236 (U.N.0) r + r FULL LENGTH OF SHEAR PANEL). 4 `� , + (5 1OdX1 1/2 NAILS TO VALLEY 0) 5 6 10 4---- I A JHLL LI + r 2. DOUBLE 2X TOP PLATE. i i i + TRUSS & 4 10dX1 1/2 NAILS co 2. DBL TOP PLATE OR BEAM r 3. 2X STUD PER PLAN. + V r 11 + 1 TO ROOF(FRAMING BELOW. 1 3 5 12 T-_ N Consultant: 4p'O��Qh PER PLAN. 5 4 4. SHEAR PANEL TYPE PER PLAN ` �� r 12 ' 1 DBL TOP PLATE & FLUSH BEAM ' ` ` ' + ' ` ` A __ _�°� r � ALL AROUND OPENING. PROVIDE ' ` ' ` r ' ` 3. 2X COMPRESSION BLOCKING r ` B.N. AT BLK'G & EDGES OF ` i ' `� ' ,� ,' ° �`� 3 7 '-�` �rx r� � I I, oSHEAR WALL. 4. PARTY WALL PER PLAN r + r + 5. CONT. STUD/S OR POST W/ B.N. ` ii - ----- �`� ' 7 8 + ' ►= w p m i ++ i + & W/HOLDOWN PER PLAN AT 13 ii -�'' C 6 'i o i \� C + i *` 6r3ii121 23 2 4 r r + OUTSIDE EDGES of SHEAR PANEL ALTERNATE CONNECTION r r & EDGES OF DOORWAYS. 1 i -� r 0 s NOTE: NOTE: THIS DETAIL CAN BE r + •: 6. HEADER PER PLAN. i i 2 B �ELIMINATED IF DBL 7. WINDOW SILL WHERE OCCURS. i i i� i i - ��FGA���� - USE DBL. BLKG. FOR TOP PLATES ARE :r + 8. NAILING/SCREWS/BOLT 7 ,' i i B 2 SECTION C-C + 11 - - `. CONDITION B AND C GAP AT PARTY CONTINUOUS THROUGHT i + PER PLAN. 1 1 ALT. CONVENTIONAL - ONE ROW OF NAILS PER GE105 AIR GAP o o u ° o u 9. STAGGERED FACE NAILS PER �70 ------------ i 21 c'� DATE SIGNED: 9/9/19 CALIF. FRM'G PLAN VIEW) CALIF. FRAMING 6 END LENGTH E DT STRAP +NOTE 5 OF DETAIL 2/SN3.2 ROWS OF NAG S ETWEEN DRAG DETAIL PARTY WALL 19 10. PANEL EDGE. /�\ _ \ *ICC ESR#2605 i ��� - M� ^ i + i 14 11. USE (2)CS16 W/ 2 -2x or 4x BLKG ' �� 4 �r °`; ; �`, R CALIF. F R M G SHEAR DETAIL 6 - , 6 3 R AT KEYNOTE 15A 13 i+� I e. `\ I 15 owner: D0025 100920 ' 4 _ 5 -C FLUSH BEAM & BLOCKING ' \ r +, a `x r+ i+ n 11 % 16 + + 7 ,. , i 10 NOTES: u i r � 1. TYP. TRUSSES BEARING ON + i STRAP END NAIL SIZE AND CAPACITY + r - INSTALL HOLDOWN ON RETURN 6 �� i ' 12 �� '� �' PLAN 10 6 WALL + `.�i <N i __-- --- LENGTH SPACING WALL @ CORNERS WHEN \ `� ,' VIEW 8 - ��i ALT. + - ~- _ A CS16 3'-6" 8d SINKER AT 2 1l16" 1650# + r APPLICABLE g �, � , � _ ---_-_ _- `���- �' 2 TYP. TRUSSES HANGING FROM 6 4 18 ` r 1 - USE FULL WIDTH BLKG. & �' --- - - - - - - GIRDER TRUSS OR BEAM 9�-r--� B 2 CS16 3'-6" 8d SINKER AT 2 1/16" 3300# ` r WINDOW SILL FOR STRAP ON 13 n - - - - - - _-- I i 1. BOUNDARY NAILING. O C CMSTC16 4'-4" 16d SINKER AT 3" 4700# i + i BOTH SIDES OF DBL. SIDED ALTERNATE CONNECTION _ 3. GIRDER TRUSS OR BEAM T--i --- ---' 2. NOTCH TRUSS TOP CHORD OR C DR-PW-1 5 5 i 5 SHEAR PANELS. CONDITION B W/ PLYWD OUTSIDE OFFSET FROM CORNER. / i RAFTER WHERE OCCURS TO RUN 0 - NAIL BOTH PLWD. PANELS 1 6 4 2 r 2X FLAT OUTRIGGERS @4'-0"O.C., DRAG DETAIL @ PARTY WALLS 22 7 i ON SAME MEMBER. R HIGH TO LOW ROOF 10 4 LINE OF BEVELED BLKG. W/E N r UNSUPPORTED FOR EAVES UP TO 12" & 2'-0"O C cn � -REFER TO 17/SN2 FOR CS16 3 OF ROOF SHT'G. SEE 13/SN2 IF � HEIGHT SIZE FOR EAVES UP TO 24" DO NOT '� NAILING PATTERN. D0020 100920 NOT BEVELED. APPLY 16d's AT + OVER CUT. NAIL W/ (2) 16d's @ + LESS THAN 14' 2X4 r ` 7 8" O.C. TO THE GIRDER TRUSS EACH END. 1. EDGE NAILING. (MIN. 5 BAYS). +� LESS THAN 20' 2X6 3. ROOF SHEATHING W/ LINE OF Q �:�, _,� -le 1 2 3 E.N. BLOCKING. 1. B.N. \- R- - -I I- i 2. ROOF SHEATHING. 1 10 7 5 5. ROOF SHEATHING �� 1 19 LESS THAN 24' 2X8 4. BRACING MEMBER FOR TRUSS 2. FLOOR SHT'G. it ,l� a `+ :_ �' i• ` y---- -- . DEEPER THAN 4'-0" PER TABLE 3. OVERFILL RAFTERS. 6. SIMPSON STRAP CUT TO t ,'"- I BELOW. 3. FLOOR FINISH PER ARCH. i, r ` ` • • FIT ON WALL AS SHOWN & 5. (3)16d's EA. END OF TRUSS TO BLKG. 4. SHEAR/ GIRDER TRUSS PER ACROSS ALL BAYS OF BLKG. + 18 6. �X FASCIA BOARD WHERE OCCURS. c - - �� s i• i MANUFACTURER. AS REQ'D. MIN. (4) BAYS W/ MIN. i i-+ 1 7. 2X4 FLAT STRONG BACK 0 4. FLOOR SYSTEM PER PLANS. - - - - - - i (3) NAILS TO EACH BLOCK. ACROSS MIN. 4 ROOF TRUSSES 5. 2X BLKG. W/ 16d's SINKER NAILS PER SCHEDULE, USE (2) + �� �� + _� i ,' 20 ((qq�� 8'-0" O.C. USE (2) 16d'S !i/j 019 5. 2X DECK JOIST SYSTEM PER PLAN 2 +• ° • • NAILS AT 6" O.C. SEE DETAIL SIDE ROWS OF NAILS EA. STRAP i - + i + TO CONNECT TO EACH TRUSS. O yu 13/SN2 FOR NON- BEVELED + - 8. LS50 SPACING PER O 91 7 8 2 3 9 �' 10 ,' 4 1 BLOCK. VIEW 4 6 2 7. END LENGTH & SPACING PER 9 + 17 CO + SW SCHEDULE (AT NON -SHEAR w�vf1r 11 6. 16d's S.P.N. PER SHEAR WALL , TABLE BELOW. i + I I WALL, SPACING 48" O.C. MAX). 0- 2 T 10 6 SCHEDULE & DETAIL 7-SD3 10 �' i 6. MANUFACTURED TRUSS W/ plln TRUSS OFFSET I 1 OMIT IF PLYWOOD IS NAILED TO X 1 + r ' r APPROVED HANGER. 8. PROVIDE 2X4X4'-0" MEMBER BOTTOM CHORD OF TRUSS. O 7. SHEAR PANEL PER PLAN r _ ` .' NEXT TO TRUSS AT CONDITION 9. SHEAR PANEL WHERE OCCURS. N '' �`�T '�T'T ' 'TT 8 7. LINE OF BLKG. INSTALLED 7 9 B & NAIL TO TRUSS W/ 16d'S @ ALT. ALT. 10. 2X BACKING W/ 8d COM @6"O.C. s` 2X LEDGER W/ (2) ROWS OF 1/4" +\ `� BY TRUSS MANUFACTURER 4" O.C. STAGGERED & FOR FACE NAILS TO TOP PLATES. x SIDS X 3" SCREWS @ 12" O.C. r i , AND TO TRANSFER 250 PLF CONDITION C & D USE DBL. 11. STRUCT. GABLE END SHEAR r i TO TOP CHORD. IF GIRDER 1 10 5 TRUSS W/ NAILS @ 4" O.C. TRUSS TO TRANSFER 240 PLF • 9. SIMP. A35's EQUALLY SPACED `+ 11, 6 1 )� 4 1 2 5 6 TRUSS IS NOT DESIGNED TO FROM TOP TO BOTT. CHORD (U.N.O.). -C PER SHEAR. AT NON -SHEAR + ' + r TRANSFER THIS LOAD, 9. DRAG TRUSS W/ LINE OF E.N. BRACE BRACE BRACE CONN. CONN. 12. MAX UNSUPPORTED LENGTH OF WALL @ 48" 0.C.MAX ` r i + r ,' APPLY SHEAR PANEL LENGTH SPACING SIZE A B 2X4 TO BE 6'-0". USE LATERAL \ 10. LINE OF BEVELED BLKG. W/ BRACING FOR LENGTH > 6'-0". L /r ' ^ L=5'-8" 6'-0" O.C. 2x4 (6) 16d's H2.5A jjjjCCC�� 5vvv) i 7 X 10. 2X MEMBER, CONTA 1/4" TIMBER r + E.N.. IF NOT BEVELED, SEE 13. SHIM AS REQUIRED. STRAND OR L.V.L. CONT. RIM T 1 13/SN2 (6) 16d's H2.5A 14. (1)A35 E/S OF EACH BRACE. O X i 12 + r u 7 L=10' 4" 6' 0" O.C. 2 2x4 EA. BRACE EA. BRACE r_0 JOIST SPLICE PER DETAIL 4A-SD2 + g i r () 15. 2X4 x24" LONG CENTERED S IF DISCONT. U.N.O. r + r SIDE NOTES: * BRACE W/ (5)16d's TO TRUS0) - r 3 AS ALTERNATE TO H2.5A, USE H3, A34 OR A35. 0 r ` r Y �` VIEW - IF DRAG TRUSS IS A JACK 16. 8d COM TOE NAILS 6" O.C. 0 11. E.N. r•. -- r T. r g 7 g TRUSS, PROVIDE PLYWOOD 17. FULL HT. BALLOON FRAME STUDS 4) TYPE 2 FROM TOP TO BOTT. 16" O.C. MAX. U.N.O. TO 4 3 EQ EQ 2 DECK JOIST PERPENDICULAR TO WALL 12. APPROVED HANGER. ' \�\ �` _ (� `+\ 4 TRUSS IN LINE CHORD. NOTES: BOTT. OF OUTRIGGER/GABLE Lp DIAGONAL BRACE CAN BE OMITTED @ END TRUSS/SCISSOR TRUSS. END NAIL SIZE AND - USE DBL. BLKG. FOR LOCATION OF INTERSECTING WALLS AND SIZE PER SCHEDULE U.N.O. 3 r STRAP CAPACITY'" CONDITION B, C & D WHEN FULL HT. STUDS USED TO BOTT. OF 18. SHIM AS REQUIRED. � LENGTH SPACING _ OUTRIGGER. 19. 2X FLAT BLOCKS W/ 16d's @ a F��t 44-i A CS16 3' 0" 8d BOX/SINKER 4 1/8" 1700# O ` REFER TO 17/SN2 FOR CS16 - FOR FLAT CONC. TILE ROOFING, ALLOW 4" O.C. TO PLATE BELOW. N v u i ° B 2 CS16 T-0" 8d BOX/SINKER 41/8" 3400# NAILING PATTERN. ROOF RAFTERS TO FLOAT AND NAIL TO 20. ALTERNATE COND. W/ ROOF 2 5 3 � 5 C" CMSTC16 6'-0" 16d SINKER 41/2" 4585# " APPLY ONLY AT TRUSS IN TOP PLATE AFTER ROOF IS LOADED TO RAFTER NEXT TO WALL W/16 � 6 D* CMST14 6' 0" 16d SINKER 31/2" 6490# LINE CONDITION. AVOID UNEVEN RAFTER DEFLECTION. d's @ 8" O.C. TO TOP PLATE. -0 NAIL LATERAL VALUES 21. �2) 16d SINKER TOE NAILS BRACE 0 SHEAR TRANSFER FLOOR/CORIDOR 20 OPENING @ SHEAR WALLBASED ON SPF/HF TRUSSBOTTMCHORD R GE100-120217 15 R SHEAR TRANSFER D0044 1110110111 1. POST PER PLAN. NOTES: 1. CS16 STRAP TO BE APPLIED 1. ROOF SHEATHING R DRAG DETAIL D0023-1 10906 D007 R SHEAR TRANSFER DETAIL 2 }- • 1. 2X MEMBER, 1 1/4" TIMBERSTRAND; 9. (2) FULL HT. BLKG. W/ 16d's OVER ENTIRE LENGTH OF LINE 2. EDGE NAILING 1 -1 7 +- r n 2. ROOF BEAM PER PLAN. OR L.V.L. CONT. RIM PER PLAN. 16" O.C. ALT. 3 1/2" WIDE x - REFER TO 17/SN2 FOR CS16 OF BLOCKING MIN. 3 NAILS TO EACH 3. H2.5 @ 48" O.C. TYPICAL 0 0 V • JOIST DEPTH BLKG. NAILING PATTERN. BLOCK. SEE PLAN FOR EXTENT OF 4. 2X BEVELED BLKG. W/ 16d's 1. SIMPSON STRAP PER TABLE (n 3. "PC", "BC", OR "AC" CONNECTOR. 2. BOUNDARY NAILING - STRAP TO EXTEND ON ALL LINE OF BLOCKING AND SHEAR 2 TEE O.C. IF NOT BEVELED, 1 3 3 2 7 3 (2) ROWS OF NAILS FOR EA. _ 10. 3 1/2" WIDE x JOIST DEPTH PSL BLKG. (MIN. 3-BAYS). TRANSFER DETAIL TO DOUBLE TOP EE DETAIL 13-SN2 STRAP. 1. 2X MEMBER, 1 1/4" TIMBERM W Q�O}. ' I 8 4. "EPC", "BC", OR "ACE" @ END COND 3. FLOOR SHEATHING RIM TO RECEIVE SIDS OR EQUIV. - USE DOUBLE BLOCKING OR FLAT PLATES. 1 3 i 5. TYP. TRUSSES PER TRUSS 2 3 3 STRAND- OR LI.V.L. CONT. RIM > V 1 1 1 EQ EQ "LCE" W/ PERPENDICULAR BEAM SCREWS. USE 114" � SCREWS BLOCKS FOR CONDITION B. 2. END LENGTH. MANUFACTURER _____ ___ ___ __ -_ ------- -____-_ 2. SIMILAR CONDITION (FLUSH OR BLOCKING PER PLAN. MITER CUT @ CORNER COND. 4. STUD WALL WHERE OCCURS STAGG S SILL PLATE & DBL TOP - USE SINKER AT STRAPS. 3. PLYWOOD SHEATHING. 7 6. SHEAR/ GIRDER TRUSS i BEAM/ JOIST (S). PLATE A SHOWN. SEE PLAN 4. SHEAR WALL, SEE PLAN DESIGNED BY TRUSS - - 2. BOUNDARY NAILING. ^^,, 5. ALT. TO MITER CUT PER NOTE 4, 5. SHEAR PANEL PER PLAN WHERE FOR SPACING. * NAIL LATERAL VALUES BASED ON 5. 2X BLOCKING ON EDGE W/ E.N. OR 8 ENGINEER i 3. SPACING AND END LENGTH 2 i ;< i � W PERPENDICULAR BEAM W/ OFFSET OCCURS. SPF/HF. FLAT BLOCKING. 7. TRUSS/ JACK TRUSSES �. Vie_ i SEE TABLE. 1 3. ROOF SHEATHING. _Q ♦�, O FLANGE "W" HANGER @ "EPC" 11. 3X6 PLATE WHERE OCCURS. 6. TRUSSES. 4 W/APPROVED HANGER BY I 1 ° - V 1 OR "BC", CAN BE USED. 6. FLOOR SYSTEM PER PLAN. (CAN 1 3 2 7. TRUSS BLKG OR FULL HT BLKG @ TRUSS MANUFACTURER 4. POST OR MULTI STUD, SEE II 4. STUD WALL WHERE OCCURS. ^ BE 2X CONV., I -JOIST OR OPEN 12. STAGGERED SILL PLATE NAILING SHEAR WALL LOCATION 8. LINE OF BLK'G. INSTALLED _ PLAN. ii V/ 6. SIMPSON BCO POST BASE. WEB FLOOR TRUSS) PER PLAN. ALT. TO STAGGERED BY TRUSS MANUFACTURER 7 1 ° 5. SHEAR PANEL PER PLAN. N Q) . ? (ALT. A34/LTP4 ALL SIDES) NAILING, USE A SOLID & TO TRANSFER 250 PLF TO 5. DBL. TOP PLATE.In > } 7. SIMP. A35, LS50's OR LTP5's @ 6" O.C. 3 /12" WIDE x JOIST DEPTH 5 6 TOP CHORD OF GIRDER. i �� i 6. ROOF SYSTEM PER PLAN.. ii ,i :o b... 7. BEAM NOT CONTINUOUS OVER AT SHEAR WALLS & MAX. @ 24" O.0 BLK'G/RIM & USE 1/4" OX6" SIDS. IF GIRDER TRUSS IS NOT 6. BEAM OR JOIST S), W/ LINE 2 2 (CAN BE 2X CONV., I -JOIST UCn POST WHERE OCCURS PER PLAN. AT NON SHEAR WALLS. / DESIGNED TO TRANSFER 5 OF EDGE NAILING SEE PLAN. OR OPEN WEB TRUSS). M I I ' 1" 13. LIGHTWEIGHT CONCRETE OR LOAD, APPLY PLWD. TYPE 2. (� W EQ,TYP 8. FLOOR BEAM PER PLAN. 8. 2X6 SILL PLATE W/ STAGGERED GYPCRETE PER PLAN. 9. 2X CONT. NAILER OR TOP 7. CONT. JOIST OR BLOCKING, 7. SIMPSON A35 PER PLAN _E MM PLAN VIEW B-B PLAN VIEW A -A 16d's SINKER SILL PLATE NAILING CHORD OF TRUSS W/ 16d's 6 SEE FRAMING PLAN. 5 5 4 MAX. @ 48"O.C. 0(q�) EXTERIOR 0 W 9. 1/4" 0 LAG W/ 3" EMBED. INTO POST. @ 2" O.C. PROVIDE 2X NAILER 5 7 @ 6" O.C. & 24"O.C. @ INTE7RIOR WALLS _U • - rz cc ALT. A34/LTP4 ALL SIDES POST TO RECEIVE NAILS & CONNECT TO NOTES: 10. ALT. LOCATION OF PLYWOOD 4 _ ALT. INTERIOR EXTERIOR CONDITION AND AT U.N.O. ON PLAN. AS AN ALT. E 0 O B� �B A� �A YO ROOF BEAM} RIM W/ (2) ROWS 16d's SINKER TYPE 2. MIN. 3 1/2" WIDE MEMBER TO A35, USE LS50's W/ THE NAILS @ 4" O.C. 1 �8 J 2 11. 2X FLAT BLK'G. FOR CONDITION C &D. CONDITION ONLY EDGE OF ROOF DIAPHRAGM SAME SPACING A35's ARE M N to 6 NAILING PATTERN. REFER TO 17/SN2 FOR CS16 NOT REQUIRED WHEN PLYWD. W r� EXTENDS TO SIDE OF RIM. I � MIN. 1/2" SPACING BETWEEN - � X ( 7 NOTE: ROWS LAG SCREW CONNECTIONS err �r STRAP END LENGTH NAIL SIZE AND SPACING CAPACITY ARE ONLY APPLICABLE AT h �ii ALT. CONDITION , ii 0 OPEN ROOF TRELLIS OF 1 1/2" ° I° i 4 3 9 10 A S16 3_p 8d BOX/SINKER AT 4 1/8" 1700# + 7 AW 100 SQ. FT. MAXIMUM/PER ii g 13 1 1 3 13 1 4-CONNECTIONS. u 1 B* (2) CS16 3'-0" 8d BOX/SINKER AT 4 1/8" 3400# ° Q EQ�,IQ �� * 5 q - -- ---- -- a STRAP END LENGTH NAIL SIZE & SPACING CAPACITY i " i _ ___ ___ _ ___ C MSTC16 6'-0" 10d BOX AT 4 1/2' 4585# p LAG SCREW CONNECTIONS ONLY @ ROOF TRELLIS l �, la - I : a a A CS16 3'-6" 2 ROWS 8d 4 1/8" 1700# 11 �--( 4) OR 9� D MST14 6'-3" 10d BOX AT 3 1/2" 6490# D_ B (2) CS16 3'-6" (2) ROWS 8d @ 4 1/2" 3400# 3/4" NWLAqs R POST TO DECK BEAM CONN.123 R DRAG DETAIL 16 SHEAR TRANSFER 12 R DRAG DETAIL 8 TOEEXTERIOR O DITION&ALT GE95 120830 1 7 n 1 7 D0024-120808 R D0103 100920 D0032 1009207.turtsr 3 2 1. POST PER PLAN 1 5 3 8 1. ROOF SHEATHING. SHEAR TRANSFER ROOF 3 1. SEE PLAN FOR SHEAR PANEL. 2. ROOF TRUSS. 2. SIMP. "HD" HOEDOWN PER I " I --- [.5tractel,aker` ` h ` Al�3. EDGE NAILING. GE81 N PLAN I 2 �� I �� I 2. ALT. LOCATION OF SHEAR 4. 2X BEVELED BLKG. IF O frvine / `�I PANEL. I BLKG. IS NOT BEVELED, 3. FLOOR SHEATHING - - --- r ,�I SEE 13/SN2. III /I 7 8 5 q ___ I 3. 4X6 POST MIN. AS SHOWN. F� 5. GIRDER TRUSS/SHEAR TRUSS 1. 16d SINKER NAILS AT 8" O.C. 4. FLOOR SYSTEM n 1 1 3 ii � i WHERE OCCURS. 4 1 NAIL SPLICE (5) MIN. EA. SIDE OF SPLICE 4. 2X4 STUD (U.N.0.). i 6. 16d's @ 4" O.C. STAGGERED. O U.N.O. & PER TABLE BELOW. trvi e 5. SILL PLATE @SHEAR WALL n 7. SHEAR PANEL PER PLAN. 2. TYP. STUDS AT 16" O.C. t 1 EXTERIOR CONDITION EXTERIOR CONDITION AND AT 5. 16d's 3" O.C. STAGGERED 8. CALIFORNIA FRAMING. 3. LOCATE STUD UNDER SPLICE 4 1. TIMBER STRAND, LSL OR 4X L tel 94�• 15: , 761 6. STUDS PER PLAN DBL SIDED UPPER FLOOR EDGE OF FLOOR DIAPHRAGM i FOR SMEAR PANEL TYPE 5, i i 2 9. USE SAME SHEAR TYPE AS OR PROVIDE 2X BLKG. DRAG STRUT W/ E.N. PER fax 949.752,5_�i21. USE 1/4" Ox4" SIDS @ 4" O.C. i i BELOW. ATTACHED TO ADJACENT STUDS PLANS. IF NOT CONTINUOUS 1 7 9 I� 10 7. SOLID BLOCKING, MULTI 10. 2X BLK'G. W/ A35 @ 8" O.C. 3 3 W/ (3) 16d'S EACH SIDE. ° ° ° ° ° SPLICE PER TABLE BELOW. JOIST OR BEAM UNDER POSTS 6. SHEAR WALL B.N. I� OMIT A35's IF PLYWOOD IS 4. NUMBER OF NAILS SPECIFIED BETWEE Palma Springs i - - CONTINUOUS TO UPPER BLKG. SPLICING POINTS PER TABLE BELOW. 2. PLYWOOD SHEATHING W/ E.N. Q 8. DOUBLE TOP PLATE i 11. A35, SPACING PER SHEAR WALL 5 5. SIMPSON STRAP PER TABLE BELOW. ALONG DRAG LINE. tel 760.323'5090 11 4 12 6 3 7 11 4 SCHEDULE (AT NON -SHEAR 6. SHIM AS REQUIRED. 5 6 D 11 9. CRIPPLE WALL WHERE 6 2 3 WALL, @ 48" O.C. MAX.). �` EQ. EQ. �` 7. CONT. LOWER PLATE @ WALL. 3. SEE TABLE BELOW. 4) OCCURS i u i 8. EXTERIOR WALL. PROVIDE FULL HT. ALT. CONDITION 0 5 1 6 13 i x� ' 1� 13 13 ,i = 13 9 STUD TO RECEIVE STRAP NAILS. 4. ALT. LOCATION. co 10. SOLID BLOCKING . ST22 STRAP. 11. HEADER/BEAM PER PLAN ` a 1 �< ` j - - :-a +� -- ___-- _� 1 3 5 8 2 2 5. 4X DRAG STRUT. ALT 2x Q GENERAL __ _ _ _ _ - NOTE: FLAT CS16. 12. FOR DRESSED SIZE LUMBER i ;< i i ;� , • STRAP SPLICE -FULLY NAIL STRAP W/ 16d @ DETAILS &NOTES ITS OK TO COUNTERSINK -- - , , �i SINKER OR 10d COMMON 2X FULL HT. HEAD OUT 1 1/2" FOR BOLT &WASHER. 1 lip , Inl ` r - ° / N - n 9 u 4 i - r'' \ \ �- e 9 6 & AT AILS SHALL APART. ° ° ° ° ° 6. IF REQUIRED. M DO NOT OVER CUT. USE MIN. 4"� X 1/4" WASHER (U.N.O.). 10 ii ii ri � � 3 �-'� � � + 4 � I +� _ STRAP SHOULD BE CENTERED � DO NOT CUT/NOTCH, ANY ° +i ++ 7 ° 71�-� � @ SPLICE POINT. SHEET TITLE \ i MANUFACTURED WOOD �/ 11 12 \ 4 11 ii ++ „ 5 i 6 1 i,i _� i I i F i 3 NON -LAP CHANNEL / BEAMS/HEADERS. AS AN ALT. �. 9 i CONDITION NAIL SIZE & DRAG STRUT. SEE ITEM #13 BELOW. -- ------ 1 r + + , 8 STRAP CAPACITY 10 + PLATE SPLICE AT 1 3 QUANTITIES LENGTH SD�2 13. 3 1/2"x6"x1/2" THK. STEEL N - (7 } i li+ + + Ii� , `� Ii� i SLOPING CONDITION A CS16x36" (32) 8d BOX/SINKER 1700# 8' 0" U.N.o. SHEET NO PLATE. v 6 "B' "D" , A B C D E F G B ST6236 (40) 16d SINKER 3230# 14'-0" 0 INTERIOR CO DITION 6 3 7 + 11 4 2 �`� �.\ ,'' NO. OF 16d SINKER 10 16 22 24 32 36 42 C MST48 (50) 16d SINKER 4460# CONTINUOUS _0 INTERIOR CONDI ION & ALT. PLAN VIEW i - MIN. PLATE LAP 4 FT. 4 FT. 6 FT. 6 FT. 8 FT. 8 FT. 8 FT. 13 DBL SIDED UPPER FLOOR D I MST60 (66)16dSINKER 1 5653# 1 CONTINUOUS 4TH P.C. SUBMITTAL .__-------- ALT. CONDITION ALT. CONDITION ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 MST37 MST( MST60 CMST12x72" R HOLDOWN DETAIL GE5 24 R SHEAR TRANSFER GE�i3 21 R CONNECTION DETAILS D0102 10092017 R SHEAR TRANSFER GE31 100920 13 R TYPICAL SPLICE TOP PLATE 1 9 R DRAG DETAIL D0034 100920 4 09/09/2019D0083 00920 1. RIDGE PER PLAN 1. EDGE NAILING 5. TYPICAL TRUSSES 1. DRAG STRUT W/E.N. PER 1. LS50 @ EACH CORNER SEE ITEM 9. (2) 2X TOP PLATE. 4 3 8 2. ROOF SHEATHING 6. LS50SALT. LTP5) SPACED PLANS. IF NOT CONTINUOUS #12 FOR ALT. 2. TYPICAL ROOF RAFTER PER 3. SHEAR TRUSS/BOXED TRUSS PER I ABLE BELOW. SPLICE PER TABLE BELOW. 10. APPLY ST6236 CENTERED 0/ POST 1. BEAM, SEE PLAN FOR SIZE. Job no. 64755 PLAN DESIGNED BY TRUSS INSTALL AFTER ROOFING 1 4 2 1 2. LS50 FROM POST/MULTI STUD TO HDR. IF WIDTH OF OPENING EXCEEDS 2. DBL. TOP PLATE W/ SIMPSON ENGINEER TO TRANSFER IS IN PLACE STAGGERED 2. PLYWOOD SHEATHING W/ E.N. TOP & BOTTOM. ALT. (1) EACH FACE 6'-0" & IF THERE IS NO TRIMMER. ST6236. IF DBL. TOP PLATE 1 1. STUD, POST OR TRIMMER PER 3. LAP AND SPLICE W/ (3) 16d LOADS FROM TOP CHORD TO 7. STAGGERED 16d's SINKER 8 5 IS CONT., ELIMINATE STRAP. TABLE BELOW. DBL. STUDS & drawn GE ° @ EACH SIDE BOTTOM. SEE TABLE BELOW NAILS PER TABLE BELOW 3. STRAP PER TABLE BELOW. 3. TYP. 2X FLOAT @ EDGE OF OPENING. 11. 2X SILL PLATE TYPICAL (U.N.O.). 3. MULTI -STUD OR POST, SEE PLAN. 2 STRAPS @ CONDITION "B"&"C" \ ° FOR CAPACITY. ALT. TO APPLY STRAP ON TOP OF 4. 2X STUD AT EACH SIDE W/ 16d'S 12 PROVIDE EDGE NAILING OF t 4. 2X BLK'G. SHEAR TRUSS APPLY PLYWD. SHEATHING AS AN ALTERNATE. 4. FULL HT. POST OR MULTI STUD PER 12. ALT. LOCATION OF LTP4 (1) EACH AT 12" O.C. STAGGERED. SHEAR PANEL ALONG ALL .Q submittal GE TO SIDE OF TRUSS W/ VERT. PLAN. FACE OF EACH HDR TO POST. ----- 5. FLUSH BEAM. STUDS. 5. ST22 AT 48" O.C. FRAMING MEMBERS @ 16" O.C. 4. BEAM PER PLAN. 6. (5) 16d'S EACH SIDE TO BM. 2. REFER TO PLANS &TABLE 0 4. SEE PLAN FOR TYPE. 5. 2X TRIMMER W/ 16d 0 8" O.C. TO 8 7. ALT. LOCATION OF STRAP BELOW FOR STRAP, # OF Q 1 ST PC SUBMITTAL 02/05/2019 6. USE SLOPE HANGERS WHEN - WHERE STRAP IS APPLIED POST. IF THERE IS NO ROOM FOR 10 ACROSS SIDE OF TOP PLATE. 2 NAILS & END LENGTH AT 2ND PC SUBMITTAL 04/12/2019 SPAN OF RAFTERS EXCEED ON TOP OF SHEATHING, TRIMMER, USE HUC (U.N.O.) HANGER 11 8. SIMPSON A34. 6 EA. END. (2) ROWS OF NAILS - 10'-0" OTHERWISE USE MIN. 1 2 1 2 ELIMINATE LINE OF E.N. TO CONNECT HDR. TO FULL HEIGHT 9 9. SILL PLATE. EA. STRAP. 3RD PC SUBMITTAL 06/07/2019 (5) 16d TOE NAILS @ EACH ALONG LENGTH OF STRAP POST & USE ST6236 TO CONNECT 10. 2X STUDS @ 16" O.C. U.N.O. 1 2 RAFTER TO RIDGE ONLY. HDRS TOGETHER. CENTER STRAP NOTE: 4 11. LINE OF BLKG. TO RECEIVE 3. FLOOR SHTG. SEE PLAN. p 4TH PC SUBMITTAL 09/09/2019 7. EDGE NAILING @POST. STRAP. DROP RIDGE CONDITION n i i L L PER TABLE - MIN. 3 1/2" WIDE MEMBER USE APPROVED HANGER TO CONNECT 12. ST6236 STRAP. 12 4. MIN. 11 1/4" DEEP BM. OR co FOR CONDITION C &D 6. 2X WINDOW SILL TYPICAL. HDR. TO POST IF THERE IS NO ROOM HEADER. SEE PLAN. 3 3 NOTES: 13 !_ 8. PLYWOOD SHEATHING END END FOR TRIMMER. �6d FILLER @SIDE OF BEAM O 7 5 8 �� 7 5 6 6 LENGTH LENGTH * MIN. 1 1/2" SPACING BETWEEN 7. OPENING PER ARCHITECTURAL. AS NEEDED. 5. LINE OF BLKG. UNDER SHEAR +, u i 3 ROWS OF NAILS. ADD 8 2 - FOR PARTIAL FLUSH BEAM WALL. 0 2x6xSTRAP LENGTH NEXT TO 8. HEADER PER PLAN EXTEND TO POST. EQ. EQ. SIMILAR CONDITION. USE (1) 1 6. SOLID RIM OR BLKG. SAME _0 DRAG ELEMENT TO RECEIVE 1 1 i A34 EACH SIDE. LOCATION T STRAP. 2ND. STRAP, NAIL W/ 16d's � feVlSlOn date @ 4" O.C. STAGGERED. (� L � , WHEN W/FLOOR. TRUSS, � 4 4 * ---- -- 2 PROVIDE WEB FILLERS AS Q 2nd P.C. Submittal 04/12/2019 REFER TO 17/SN2 FOR CS16 1 NEEDED TO RECEIVE NAILING } NAILING PATTERN. 0 SHEAR WALL SHEAR TRUSS SPACING SPACING OF 16d's 2 8 9 -- _ 7 o p FROM STRAP. N 2 3rd P.C. Submittal 06/07/2019 TYPES CAPACITY (PLF) SIMPSON LS50 SINKER NAILS STRAP END LENGTH NAIL SIZE AND SPACING CAPACITY 1 ` 12 7. DOUBLE TOP PLATE. Q 3 4th P.C. Submittal 09/09/2019 4 870 61, O.C. 211 A S16 3�-0" 8d BOX/SINKER AT 4 1/8" 1700# r �` 4 6 8. 2X SILL PLATE. Q 6 1 2 3 490 d�� D C 3�� B* (2) CS16 3'-0" 8d BOX/SINKER AT 4 1/8" 3400# 311 12 L J ,, V.\ ' it 1 2 9. SEE PLAN FOR SHEAR WALL. FLUSH RIDGE CONDITION 2 380 161, O.C. 41 1 C MSTC16 6'-0" 1Od BOX AT 4 1/2" 4585# �� J �\ 3 8 10. CRIPPLE WALL ABOVE HDR. D MST14 6'-3" 10d BOX AT 3 1/2" 6490# 3 �\ 7 WHERE OCCURS. GE9 11. SOLID BLKG. UNDER POST 1 260 24" O.C. 6" OR STUDS ABOVE. L R CONNECTION DETAIL 21 R S. T. @ PARTY WALLS GE69N 116 R DRAG DETAIL D0042 100920 11 ALT. LOCATION 2 12. END LENGTH. 1. 16d NAILS AT 6" O.C. STAGG. 6 OF A35 R BEAM DETAIL 4 WALL ABOVE 13. PROVIDE MIN. END DISTANCE EACH SIDE. 1. CONT. FLOOR SHTG. 1 3 11 ii 11 ii TO BELOW 1 3 2 E N D001 7 1 00920 OF 1 5/8" FOR 16d NAILS. - 2. 2X K. STUD EACH SIDE. ii ii 1. ROOF SHEATHING. D_ 10 3. 16d's S.P.N. PER SW SCHEDULE i� � i 2. CONT.2X BEVELED LEDGER 5 W/ (4) 16d's PER STUD U.N.O. 3. ST12 EACH SIDE K. POST TO 4. CONT.2- 1 3/4" LSL RIM ° (IF NOT BEVELED, SEE co SUPPORTING BM. AS AN ALT. OR BLKG; ALT. 3 1/2" LSL r �� DETAIL. 13/SN2) FOR SPLICING N USE 2X K. STUD SIMILAR TO OF LEDGER (IF NEEDED) USE NOTES: 41 41 5. FLOOR SYSTEM PER PLAN r i 1. PLYWOOD SHEATHING W/ E.N. ABOVE. g i� i (1) CS16 X 24' LONG CENTERED g 7 10 END LENGTH 4 1 4-- 6. 4O 8 SHEAR PANEL PER PLAN u 4 @ SPLICE. SEE 17/SN2 FOR ALONG LINE OF BLOCKING. 8 g 12 - ALL STRAPS ARE SIMPSON 0 4. BM PER PLAN. �� r NAIL PATTERN. STRONG TIES. 9) 7. A35 OR LTP4 SPACING PER �� r 3. EDGE NAILING. 2. TYPICAL JOIST, SEE PLAN. 5. KING POST. 9 9 SHEAR WALLSCHEDULE r �pFS$tp 2 7 4. 16d's @ 6" O.C. (U.N.O.). -TOTAL LENGTH OF STRAP AT NON -SHEAR WALL, i� 1 a� consultant: 4, @ ' 10 5. H2.5 48" O.C. FROM r 3. LINE OF SOLID OR MIN 1 3/4" TO BE DETERMINED @ THE L 48" O.C. MAX i LEDGER TO STUDS. • ' • ' r WIDE FULL HT. BLOCKING. SITE BASED ON END LENGTH 70 3 6. PLYWOOD TYPE 2 ENTIRE i r SEE PLAN FOR NUMBER OF REQUIRED & CLEAR SPAN. 7 8. 3 1/2" LSL OR 5 1/4" PSL i v 2 3 Q BEAM PER PLAN U.N.O. 9 12 i LENGTH OF WALL U.N.O. i 7. 2X BLOCKING. r�` BAYS. (MIN. 4 BAYS). '� i - ALL NAILS ARE SINKER � Q A tp 5 3 9. ST6236 FROM BEAM TO ADJ. 6 i ALT. CONDITION 8. FLOOR SHEATHING. & FLOOR irr �� 4. SIMPSON STRAP CUT TO FIT 5 OR BOX NAILS. * Ev.W30/21 11 RIM JOISTS TYP. BOTH SIDES U.N.O. 1 SYSTEM. 4 OVER WALL OR BEAM. PER a--. 3 i 11 9. FOR ALT. CONNECTIONS TABLE BELOW & @ ALL BAYS ------- - - SLIT CUT FLOOR SHEATHINGj 4 10 2 4 1 10. STUD WALL AT 16" O.C. i SEE DETAIL 10/SD2 4 1 OF BLOCKING MIN. (3) NAILS - -- - TO RUN STRAP THROUGH @ 11. LIGHTWEIGHT CONCRETE OR i CONDITION B. 4 2 6 5 1 3 2 PER BLOCKING. (2) ROWS OF INTERIOR CONDITION NO 13 i 10. 2X BEVELED BLOCKING AS L NAILS EA. STRAP. OVERCUT. GYPCRETE PER PLAN. i SHOWN. SEE 13-SN2 FOR 6 Q Q i NON -BEVELED BLOCK. 5. DOUBLE TOP PLATE OR BM. w w -LOCATE STRAP OVER PLWD. DATE SIGNED: 9/9/19 11, 8 X 11. PLYWOOD SHEAR WALL PER PLAN U U) SHEAR PANEL & PROVIDE n 4 8 ii WHERE OCCURS APPLY PRIOR 6. USE MIN. 2X FULL HT. BLOCKING SHIM AS NECESSARY TO -c n i r TO LOW ROOF INSTALLATION. W/ LS50/LTP4 IF THE INSTALLATION AVOID BENDING OF THE STRAP 0 9 i 12. ROOF SYSTEM CAN BE PARALLEL OF A35 IS IN CONFLICT WITH THE N owner: h OR PERPENDICULAR TO WALL. 5 STEEL STRAP ON TOP PLATES. n 13. SHEAR TRUSS OR TRUSS PANEL BLOCKS TO TRANSFER 380 PLF. L 7 " 15 CAN BE USED AS ALTERNATE 1 5 NOTES: I TO PLYWOOD TYPE 2. 11 - USE DOUBLE BLOCKING FOR 4 14. FLOOR BEAM PER PLAN. CONDITION B AND C. 4 �7 5 - 14 15. TRUSS BOTT. CHORD W/ END - REFER TO DET. 17/SN2 FOR co / - / WEB WHERE OCCURS. 5 4 CS16 NAILING PATTERN. 10 16. TRUSS HANGER PER TRUSS END LENGTH -TJI BLKG (S) CAN BE USED WHEN 0 6 MANUFACTURER. STRAP IS APPLIED ON THE TOP. VN274 16 ALT. CONDITION 7 10 12 11 2 0 CONNECTION AT KING POST 22 SHEAR TRANSFER STAIR WALL 17 FLOOR TO ROOF S.T. 1 WALL ELEVATION OPENING STRAP END NAILSIZEAND CAPACITY* LENGTH SPACING *NAIL LATERAL VALUES R GE86 R D0046-121017 R (� GE50 10 A CS16 3'-0" 8d BOX/SINKER AT 4 1/8" 1700# BASED ON SPF/HF E B 2 CS16 3'-0" 8d BOX/SINKER AT 4 1/8" 3400# 0 2 1. 2X STUD WALL. C CMSTC16 6'-0" 16d SINKER AT 4 1/2" 4585# DL 6 5 4 12 � 1 7 2. SHEAR PANEL PER PLAN. r ,;•, T T 12 1 � 9 5 3. FLOOR SYSTEM PER PLAN 2 D RAG DETAIL 5 2 11 WHEN NOTCHED USE FILLERS. B- 1_ I z B R D0084-12021 7 4 4. BEAM OR BLKG. MIN. 1 3/4" z r� r� -� & WIDE PER PLAN. USE o 8 APPROVED HANGER @ FLUSH 6 N ��/l'©9 ~r✓ 1. ROOF SHEATHING EXTENDED 7 BEAM CONDITION. �o� �a� 4 1 & EDGE NAILED TO BLOCKING. N0/Pj� 2 3 5. 2 X R/R OR JACK TRUSS NEWEL POST 1. 2X BLKG. W/ LINE OF EDGE ((�� 2 2. FULL HEIGHT BLOCKING. 6 PER PLAN. AT STRINGER Tip 3 END LENGTH MANIMUMILING (4�BAYNG DSRU.N.OAG INE STRAP POST / EA. END LENGTH CAPACITY END N rf?�C,��✓� 3. A35, @ 48" O.C. AT NON -SHEAR 6. LS50 @ 32" O.C. N 6 WALL LOCATIONS, SPACING AT 10 2. SIMPSON CS16 W/ 8d SINKER A (1)CS16 2X4 (11)16d 1700# 13" • 3 1. BM PER PLAN. TOP OF SHEAR WALL PER SHEAR 7. EDGE NAILING. C 4 2 1 NAILS AT 2 1/16" O.C. B (2)CS16 ** (2}2X4 11 16d P/STRAP 3400# 13" +, WALL SCHEDULE. - • 2. KING POST PER PLAN. 7 8. 2X BEVELED BLK'G. W/ E.N., z 1!4' 8 7 PLAN VIEW B-B i 3 3. STUD OR POST PER PLAN. C 2 CS14 ** (2)2X4 15 16d P/STRAP 4980# 18" 0 4. SHEAR PANEL PER PLAN. IF NOT BEVELED, SEE 13/SN2. c� MIN. C 3 CS14 4X6 15 16d P/STRAP 7470# 18"_ 3. INVERTED CCQ/ECCQ. -- 1. 4X4 MIN. NEWEL POST AT 8'-0" O.C. MAX. 4. BEAM, DRAG TRUSS OR D CMST14 4X4 • 3 4 1 2 DBL. TOP PLATE. (40)16d 6490# 38" 5 ROOF RAFTERS PER PLAN. 9. 2X BEVELED LEDGER W/ (3) 2. PLYWOOD TREADS. }, \ • 16d's TO EACH STUD, IF NOT 3. STRINGER PER DET 101SD3. i E CMST12 4X6 (52)16d 9200# 48" L T 8 5 6. 2x T&G STARTER BOARD BEVELED, SEE 13/SN2 Zo - � 4. 1/4"QX5" LAG SCREWS FROM - - - - - NOTES: F (2)CMST14 4X8 40 16d P/STRAP 12980# 38" PER ARCH. WHERE OCCURS. ATTACH LEDGER TO STUDS 5 STRINGER TO NEWEL POST O 7 g W/ H2.5A AT 48" O.C. _ (4) TOTAL W/ PLATE WASHER G (2)CMST12 6X8 52 16d P/STRAP 18400# 48" CONDITION TB" W/ MIN. 1//2R H (4)CS14 4X8 15 16d P/STRAP 9960# 18" 7. DOUBLE TOP PLATE OR 11 N z 1 1/4" SQ. X 3/16" THK.L M 4 BEAM PER PLAN. 10. BLK'G/RIM JOIST PER PLAN 5. (2) 2X4 FLAT BLOCKING TOP & i SPACE BETWEEN ROWS OF 0 < 0 W/ A35's AT 16" O.C. U.N.O. w BOTTOM OF STRINGER (4) TOTAL. NAILS. * CMST14 & CMST12 ARE ONLY APPLICABLE ** AS AN ALT. TO B & C, USE D FOR N 8. SIMPSON H1 RAFTER TO TOP USE LS50/LTP4 IF THE INSTALLATION d >_ 6. 1/4" OX5" LAG SCREWS FROM AT POST TO POST CONNECTION. POST TO POST CONDITION ONLY. PLATES @ 32" O.C. MAX. OF A35 IS IN CONFLICT W/ STEEL 4 w ~ STRINGERS' TOP & BOTTOM TO - LOCATE STRAP OVER PLWD. 0 LO 1 10 STRAP ON TOP PLATES. SECTION C-C 2X4 FLAT BLOCKINGS (8) TOTAL WITH SHEAR PANEL. SEE PLAN C ' NOTES: PLATE WASHER 1 1/4" SQ.X3/16" THK. FOR TYPE &LOCATION. HO LDOWN DETAIL 1 y 11. PLYWOOD SHEATHING. 7. INFILL BLKG BETWEEN NEWEL POSTS. - ALTERNATE TO 1/4"fdX5" LAG SCREWS REFER TO 17/SN2 FOR R G( 8. (3) 10d NAILS EQUALLY SPACED EA. D0050-1 2021 7 SIMPSON 1/4"LL B SIDS SCREWS CAN BE USED. CS16 NAILING PATTERN. O 12. 2X BLKG. W/ E.N. & W/ (3) TREAD TO STRINGER 6 TOTAL. 16d's TO BEVELED BLOCK. A 3/4" THK FULL BEARING PLYWOOD SHIM IS () N 12 3 2 REQUIRED BETWEEN PLATE WASHER & STRINGER 9. BALUSTER PER ARCHITECT'S DETAIL. CONNECTIONS BY OTHERS (PER MANUF). STRAP CAPACITY END LENGTH 1. MULTI STUD OR POST. FOR SIDS SCREWS TO NEWEL POST. 10. (2) H2.5AT&B NEWEL POST TO PERIMETER BM. 4 4 r , CONNECTION DETAIL 23 SHEAR TRANSFER118 SHEAR TRANSFER DETAIL 13 - VERIFY OCONSHEADROCONSTRUCTION. REQUIREMENT WITH A (1)CS16 1700# 3-0 0 v (n ARCHITECTURAL PLANS &FRAMING LAYOUT 11. A35 BOTH FACES OF NEWEL POST g (2)CS16 3400# 3'-0" 2. STRAP TYPE, SEE TABLE. Q O R TO PERIMETER BEAM. PRIOR TO CONSTRUCTION. v � GE 10-1 3021 1 R GE55-131 107 12. PERIMETER BEAMIRIM JOIST PER PLAN. 2 3. DBL. TOP PLATE OR L _ _ 13. CS18 WRAP AROUND TOP & BOTTOM DROP BM. PER PLAN. 0 >_ CU 15 5 3 6 i 4 14 16 13 1. DECK W/SLOPE TO DRAIN OR OF PERIMETER BEAM & 4X4 ADD -ON Q ^^,, 1. TYPICAL ROOF RAFTER PER r;�� - - - FLOOR JOIST PER PLAN W/ I 12 AND W/ (2) ROWS OF 10d COMMON DRAG BEAM TO WALL DETAIL 6 3 9 4. FLUSH BM/HDR PER PLAN. W Q 7 5 4 5 3 6 7 PLAN. ;; - - APPROVED JOIST HANGER. NAILS @ 21/16" O.C. ENTIRE LENGTH. R GE2 100920 USE DETAIL 5/SD2 FOR 2. 2X LEDGER W/ (2) ROWS OF MIN. 16" END LENGTH. CONNECTION OF BM/HDR TO rr w 2. 3X4 FASCIA BOARD. A Sri - - - - 1/4" SIDS x 3" SCREWS (0� 8" O.C. 1 24 14. 4X4 ADD -ON W/ (9) 16d COM. NAILS POST (U.N.O.). - (D i i - 3. BM. OR RIM JOIST PERISLAN @ TOP & BOTT. OF FLOOR JOIST. LIJ (D O 3. 2X FLAT BLOCKS W/ 16d's @ N w (�/ ( AND PER DETAIL 7/SD3. 19 INSTALL FACE NAILS FROM FLOOR 15 15 5. END LENGTH = 18". FOR SAWN O > V W 4" O.C. TO PLATE BELOW. �� 4. E.N. TYP. JOIST TO 4X4 ADD -ON. LUMBER W/ SPACING 2 1/16" �� ( 5. PLYWOOD SHEATHING. 7f�--�l 23 15. 7/16" DIA. X 4" LONG LAG SCREW 2 3 u - 1. 2X MEMBER, 1 1/4" TIMBER STRAND- 8 & 3'-6" FOR MFG'R. PR DUCT a 4. ROOF SHEATHING. y 6. WALL OR BM. WHERE OCCURS. �r ` 14 WITH WASHER @ 48" O.C. MAX. 3 iil %< I OR L.V.L. CONT. RIM PER PLAN. W/ SPACING @ 4 1/8" O.C. 1<MAX. 12' 0" 7. FLOOR SYSTEM PER PLANS. PLAN VIEW A -A 16 THROUGH DRY WALL OR PER --- \\ I, a a 1 - L_ 5 5. EDGE NAILING. _ 8. 2X NAIL SPACED DECKING 16 HANDRAIL MANUFACTURER SPEC. II __ __ ___ 2. BOUNDARY NAILING. 7 6. 2X STUD W/16 d's @ 6" O.C. Q- O 7 66 2 1 WITH (2) 16d's PER CONN. PER 16. DOUBLE 2X STUDS/4X4 POST 2 _ < a) 2 6. 2X FLAT OUTRIGGER �✓ 1- ARCH. OR OTHER DETAILS. 1 @ 4'-0" O.C. MAX. x 3. FLOOR SHEATHING. g 7. FOR 2 MTS12 USE (2) ST12, O 2 8 1 @ 24" O.C.-7�✓-T- 9. CANT. JOIST PER PLAN W/ SLOPE 23 17 4X4 BLOCKING (D 4'-0" O.C. MAX. 1 ii 4 FOR �2� HTS20 USE (2} ST2122 U � Cc V! 10 15 12 I�--� 2 14 16 13 20 1 TO DRAIN. NAIL TO SIDE OF FLOOR O W/ (6)16d SINKET2 TOE NAILS @ EA. END. 4. STUD WALL WHERE OCCURS. AND FOR (4) HTS20 USE N 1 7. (2) 16d's PER CONNECTION. ') SYSTEM W/ (4) ROWS OF 16d's @ 4" O.C. w 18 (3) TOP & (3) BOTTOM. (2) ST6224. ot 3: > (NOTE: BACK SPAN TO BE I I 25 18. 2)16d SINKER NAILS EACH SIDE OF 8 13 1 5. SHEAR PANEL PER PLAN. APLICATION OF MTS & HTS O n (n E 18" MAX. 24" MIN. 8. SEE PLAN FOR SHEAR PANEL - - - 2x LENGTH OF CANT. DECK U.N.O.) DOUBLE STUDS (4) TOTAL. a 8. MIN. 4X8 SOLID BLOCKING. L_ 1 TYPE AND LOCATION. - - - - 10. 2X BLOCKING PER DETAIL 7/SD3 I I 15 19. FLR. JOIST W/ B.N. ALONG JOIST LENGTH. 6. FLOOR SYSTEM PER PLAN. 5 0 > cc ' I I o I �� I 11. 2X4 BLOCKING W/ 16d's @ 4" O.C. I I 20. (2) H2.5A PERIMETER MBR. T&B TO (CAN BE 2X CONV., I -JOIST 4" 9. LOCATION OF THE STRAP CAN BE � � � W � ° 0 1 1. HIP PER PLAN. 9. ALTERNATE COND. W/ ROOF 12. SUPPORT RIM JOIST FROM _ 17 1" HE IMMEDIATE (DBL) ADJACENT FLOOR 2 2 OR OPEN WEB FLOOR TRUSS). ON THE BACK END 7 5 11 5 10 6 7 RAFTER NEXT TO WALL W/16 I A � CANT. FLOOR JOIST W/ FULL HT. N I 9 MIN. 21 1 JOISTS (4) TOTAL @ EA. DBL. STUD NOTES: 0 m rr M ° e 2. RIDGE PER PLAN. d's @ 8" O.C. TO TOP PLATE. INVERTED "HU" HANGER. I I LOCATION. 7. STAGG. SILL PLATE NAILING. WHERE - USE 10d SINKER FOR MTS12 USE 10d COMMON 0 ° 13. FLUSH/DROP BEAM OR WALL i 1. (2) ST18 BOTH EDGES OF STUDSAX4 SPAC'G IS < 6" O.C., PROVIDE NAILS FOR HTS20 USE 8d SINKER NAILS FOR CS16's. cz ° 3. SIMPSON HRC. 10. NOTCH RAFTER @ OUTRIGGER MAX. 12'-0" PER PLAN. I I 13 w 26 (4) TOTAL. NAIL ALL HOLES W/ 16d 4 2X NAILER TO RECEIVE NAILS & -CUT CS STRAP TO MEET MIN. END LENGTH &USE MIN. E Q L DO NOT OVERCUT. 6 14. SEE ALT. DECKING BELOW. A A COMMON NAILS &SLIT CUT SHEATHING 5 5 CONNECT TO RIM W/ 16d SINKER 4 (16) 8d's @EACH END OF EACH STRAP. ry'1 N ° 4. POST PER PLAN WITH ST22 _ _ 1 15. FLOOR FINISH PER ARCH. _ i FOR STRAP INSTALLATION. NAILS W/ SAME SPACING AS -PROVIDE 1 1/2" SPACING BTWN ROWS OF 0 W MM TO RIDGE (PROVIDE SHIM AS 11. SHIM AS REQUIRED. 15 10 �T 5 11 14 16. DECK FINISH PER ARCH. �� �� 22 22. 4X NOMINAL (MIN.) FULL DEPTH SILL PLATE NAILING OF S.W. ABOVE. NAILS @ MULTIPLE CS STRAPS. N W REQUIRED). 9 1 �16 ° - PERIMETER MEMBER. ALT., PROVIDE TO AVOID THIS, SPAC'G OF SILL - REFER TO 17/SN2 FOR CS16 NAILING PATTERN. 10 ° ° ALT. CONDITION DOUBLE RIM JOISTS W/ PLYWOOD PLATE NAILING CAN BE INCREASED a >< Q z NO FOR FLAT CONCRETE TILE - - / 16" SHIM IN BETWEEN. TO MAX. 6" O.C. WHEN USING A CONT. 1 STRAP TYPE ALT. CAPACITY 5 ROOFING, ALLOW ROOF - - 14 23. 2)16d TOE NAILS EA. SIDE OF DBL. ALT. INTERIOR EXTERIOR CONDITION AND AT SILL PLATE SHEAR WALL ABOVE 5 a g ° ° - - - - 7 Y A (1) CS16 ON 2X4 (2} MTS12 1705# 0 I NAILRAFTERS TO FLOAT ANDTO TOP PLATE AFTER ° ° ° I I 8 / 24. DBL.D2X PLATES W/ BOTTOM. WITH OF WITH SAME NUMBER OF NAILS REQ. APPLICATION g (2) CS16 ON 2-2X4 (2) HTS20 2666#' ROOF IS LOADED TO ° ° \ 11 / 19 10d NAILS @ 12" O.C. STAGG. 8. SIMPSON A35 (Alt. LS50 OR LTP4) OF CS16's C 3 CS16 ON 4X6 (4) HTS20 5115# AVOID UNEVEN RAFTER - - - - - - - - 26" MIN. 25. HANDRAIL BRACKET PER MANUF. EQUALLY SPACED PER SHEAR Q DEFLECTION. TYPICAL ALT. DECKING 12 26. 2X ADD -ON W/ (2) ROWS OF 10d FACE ii i 4 WALL SCHEDULE (AT NON -SHEAR 0 ��\� MAX. 4'-0" NOTE: USE PLYWOOD FILLER � I -JOIST � ° ° NAILS @ 8" O.C. TO FLOOR JOIST 13�4" ' 15 WALL, @ 48" O.C. MAX.). H O L D O WN DETAIL 2 �, •• CANT. DECK I -- 1 TO RECEIVE HANGER O OTHER °21/2" MIN. TYP. - 1 1/4" TYP. IMMEDIATELY ADJACENT TO i WHEN PLYWOOD EXTENDS TO THE co _L�rL_ MEMBERS. (DBL) 2X4 STUDS. 7 SIDE OF RIM. A35 IS NOT REQ'D. R D0051 -1 10801 CONNECTION DETAIL 24 ouvis SHE TRANSFER 19 CONN. FLOOR CHANGE/DECK 14 R HANDRAIL/GUARD RAIL -ONE &TWO FAMILY 9 �- a-<-- 9. STAGG. SILLPL HE ULE. NAILING PER R _ a SHEAR WALL SCHEDULE. GE13 GE40-110516 D0027-160815 /� i; i 10. TJI-230OR EQUIVALENT W/ 3 1. HIP BEAM 1. EDGE NAILING. STRINGERS @ 16" O.C. - 2 5/16" WIDE FLANGE. USE 1. CENTERED SIMPSON ST6236 6 2 2X16 INTERIOR 1. SEE TABLE. 12 i ~ ° HANGERS FOR CONNECTION OF 1 N 1s'-o" \ s �� � 15 Studebaker'' 4 1 1. CONT. FLOOR SHT'G, USE FIRE 2. POST, SEE PLAN 2. FLOOR SHEATHING. MAX 2X16 EDGE SPANS ARE HORIZONTAL a FLOOR SYSTEM SPANNING 2. PROVIDE SHIM UNDER AND @ +� 10 9 J RETARDED PLYWOOD MIN. 4'-0" PROJECTION LENGTH. \ GREATER THAN 10'-0". THE SIDE OF THE SMALLER 0 fr`vine AWAY FROM AIR GAP EACH WAY. 3. SIMPSON TS22 EACH SIDE 3. FLOOR SYSTEM. SPAN 12'-0" 2X16 ALL (ALT. LSL STRINGERS OF THE - ii BEAM AS REQUIRED. OF BEAM TO POST 10'-0" 2X14 ALL SAME SIZES W/ Fb=1700psi (MIN), - 11. 10d COMMON NAILS, SPACING C`�' 92618 2 E.N. 7 5 4. 2X MEMBER, 1 1/4" TIMBER 8'-0" 2X12 ALL Fv=400psi (MIN), & E=1.3X106psi i '� i SAME AS EDGE NAILS OF 3. POST W/ SIMPSON CCQ OR 4. DBL. TOP PLATE IF ANY STRAND OR I -JOIST BLOCKING (MIN) CAN BE USED. / SHEAR WALL BELOW. CC ,SEE PLAN. 3. 16d's S.P.N. PER SW SCHEDULE PER PLAN. SEE DET. 7/SD3 FOR 2. PLYWOOD TREADS & RISERS - /I [tvrt� i SHEAR TRANSFER. USE MIN. 2X 2 (MIN. 3/4"). 12. SOLID BLOCKING. + 4. POST W/ SIMPSON ECCQ OR tel 94.iS?.16t 7 4. CONT. TIMBERSTRAND OR BLOCKING OR 1 1/4" TIMBER 3. 2X4 P.T. PLATE (SEE SN-1) I I ° + ° ECC, SEE PLAN. ` i r LVL RIM PER PLANS. STRAND FULL DEPTH BLOCKING ANCHORED WITH SIMP. PHNW-72 / 6 13. WHEN USING 1 1/4" WIDE RIM, °� fax 949.752.5321'. 2 1 W/ LS50/LTP4 IF THE INSTALLATION SHOT PINS 0.1450 W/ 3/4" MIN. (` - - ` INCREASE QUANTITIES OF B.N. NOTES: N r 5. FLOOR SYSTEM PER PLAN. g 1 OF A35 OR NAILS W/ WOIST BLKG. EMBED INTO CONC @ 24" O.C. 20% FOR 8d NAILS & 30% FOR -C ` IS IN CONFLICT W/ STEEL STRAP MAX. SECURE STRINGER TO I INTERIOR COND. &ALT. \ 10d NAILS. (ALT. USE 1 3!4"MIN. - ALIGN BEAMS TO RECEIVE Palm rii 760.323.5090 6. SHEAR PANEL PER PLAN. ON TOP PLATES. 2X4 PLATE W/ (3) 16d TOE NAILS. I N RIM BOARD). 2 STRAP. tc 1 1 ° 4. PER ARCHITECTURAL. 6 7. USE A35 PER SW SCHEDULE. ) 5. SHEAR PANEL PER PLAN. ° 5. PLYWOOD SUBFLOOR. I \ 14. 16d STD. S.P. NAILS @ 16" O.C. MIN. - ALT. LOCATION OF STRAP 5 g 1.7 6. APPROVED METAL HANGERS \ 3 1 ON TOP OF BEAMS. 12 8. CLIPS PER ARCH. 6. 2X SILL PLATE W/ NAILS 7 6 5 1 7 =� OR {1}A35 EACH SIDE. , 9 \ 15. LIGHTWEIGHT CONCRETE OR 1 i PER PLAN. 11 - 7. DOUBLE JOIST OR HEADER. _ GYPCRETE PER PLAN. N -!3 9. GYPCRETE. 4 ( 11 4 � 8 ° � 9 --= � 8. SIMPSON THA213, ALT. (1) A35 EA. \ / \ � � 0 4 y 10. B.N. ( ° 7. 2X STUD WALL. 8 i r SIDE UP TO MAX. 12'-0" SPAN*. \ Q STRUCTURAL �° USE THA218/THA218-2 FOR _ _ r----•s 10 9 2 8. STAGGERED A35 RIM JOIST r i 2X16/(2)2X16. �/ i - fr N DETAILS 11. (2) LAYERS Vx24" PROPRIETARY TO EVERY OTHER JOIST. 12 r 9. CONT. 2X PLATE W/ 16d'S @8"O.C. TYPE "X" GYPSUM PANELS. 11 PROVIDE WEB FILLER W/A35 O g 5 _�_��_L_ 1 10. DBL. JOIST OR BLOCKING ( n \ i SEE ARCH. PLAN FOR MORE NAILING. 11. 5 1/4" MIN. FOR 2xl2, 7 1/4" MIN. FOR 3/4° 10 INFORMATION. 2 n ------ �- 2x14 & 9 1/4" FOR 2X16 @ NOTCH. I u ) 9. 2x CONT. MEMBER, 1 1/4" NO OVERCUT. 11 a °� ° ° ° ti 12. WOOD WALL STUD PER PLAN. __ i TIMBERSTRAND OR LVL. 12. 2X6 LEDGER W/ 4) 16d'S PER SHEET TITLE i 7 i i STUD @ WALL CONDITION. - / 10. INVERTED [US HANGER 13. PRESSURE TREATED PLYWOOD \ %� 8 M @ EVERY JOIST. 10 2 4 SHIM W/ MIN. (2)SIMP. PHNW-72 \ SHOT I I O i _� / i 10 i 11. E.N. @ 3" O.C. MAX. EMBED NTONS ICONCRETE. \ 0 SHEET No 3 22GA SHEET METAL OR SD�3 WATER PROOF MEMBRANT CAN ( % 13 ALT. " I -JOIST" ALT. LOCATION 5 BE USED AS AN ALTERNATE. 1s FOR LTP4 ONLY 4TH P.C. SUBMITTAL 12 -O ALT. CONNECTION CO N S. T. 2-HOUR FIRE WALLS125 R CONNECTION DETAIL 20 R SHEAR TRANSFER 15 R STAIR DETAILS/ NON-COMMONN AREA nnnn?�-11nRn1 10 SHEAR TRANSFER 62�0e 1.SD2 7 R CONNECTION DETAIL D0043 100920 3 M 09/09/2019 GE73-HP GE15 (�F56-1311n7 1. BM. OR DBL. TOP PLATE 1. MAIN DIAPHRAGM 8. 1/4" 0 SIMPSON SIDS SCREWS 1. EDGE NAILING 7. STAGGERED 16d's SINKER PER PLAN. PER PLAN 24" O.C., MAX. E/W FOR NAILS @ 6" O.C. 2. 2X FLAT BLK'G. PAPERED MEMBER DEPTH OF 2. ROOF SHEATHING 3. 2X4 @ 16" O.C. W/ (2) 16d's 2. SECONDARY DIAPHRAGM MAX. 3 1/4" 8. 2XBLG'G @ 48" O.C. job no. 64755 3 TO EA. STUD & (3) 16d's T.N. 3. A35 @ 48" O.C. 3. SHEAR TRUSS/BOXED TRUSS TO 2X4 CONT. SPREADER. 9. SIMPSON H10 @ 32" O.C., MAX. E/W DESIGNED BY TRUSS ENGINEER 9. 2X COMPRESSION BLOCKING 4. 2X4 CONT. SPREADER W/ (3) 4. ROOF SYSTEM FOR TAPERED MEMBER DEPTH TO TRANSFER 300 PLF MIN. LOADS drawn GE 16d'S ON EA. FRAMING MEMBER GREATER THAN 3 1/2" FROM TOP CHORD TO BOTTOM. 10. CS16 STRAP x 48" LENGTH MIN. d PERPENDICULAR TO WALL. 5. NAIL WITH SAME PATTERN ALT. TO SHEAR TRUSS APPLY 48" O.C. N N 6 w AS MAIN DIAPHRAGM @ 14 FOR PARALLEL FRAMING NOTE: PLYWD. TO SIDE OF TRUSS W/ VERT. � submittal GE CONDITION, SPREADER TO 6. TAPERED ROOF MEMBER - REFER TO GENERAL NOTES FRAMING MEMBERS @ 16" O.C. 11. R LAYERS 1" TYPE "X" GYPSUM 7 o FALL ON CONT. MEMBER & @ 24" O.C. MAX. FOR LATERAL BRACING NIELS. O NAILED W/ 16d's 6" O.C. (MAX. DEPTH = 6") REQUIREMENTS 4. SEE PLAN FOR TYPE. REFER TO ARCH. DETAIL FOR Q1 ST PC SUBMITTAL 02/05/2019 5. 2X STUDS @ 16" Z.C. MORE INFORMATION. 6. 2 ROWS OF 16d's 4" O.C. 7. LS50/LTP4 OR 6"x3"x1/2" 5. TYPICAL TRUSSES/FRAMING MEMBERS „ cn 2ND PC SUBMITTAL 04/12/2019 IVI IV� @ THICK PLYWOOD GUSSET W/ 16 O.C. - 15 7. SIMP. H3 16' O.C. STAGG. @ 12. CLIPS PER ARCH. �A� IN 8. BALLOON FRAME STUDS. (3) 10d'S TO EA. MEMBER 35) 3RD PC SUBMITTAL 06/07/2019 - - - LL - _ _ 9. ROOF FRAMING MEMBER OR AT 24" O.C. STAGG. 6. INST E 16 O.C. (ALT. LTP4, IN 2x LEDGER W/ (4) 16d's TO WHEN TAPERED MEMBER INSTALL AFTER ROOFING IS IN PLACE. 13. WOOD WALL STUD PER PLAN. O 4TH PC SUBMITTAL 09/09/2019 13 2 4 1 EACH STUD DEPTH EXCEEDS 3/4" DEEP. 10 1 9 1 2 2 1 9 1 10 U) 10. E.N. FOR LESS THAN 3/4" DEPTH AF-11. 2X6 @ 16" O.C. NOTCH TO FIT USE 16d'S FACE NAIL 4" O.C. FLUSH W/ CONT. RIM & NAIL FROM TAPERED MEMBER TO TO SIDE OF MEMBER W/(8) MAIN MEMBER M 8 11 16d's STAGG. PROVIDE 5 2 1 r I O SHIM AS NEEDED. �--i 0__ 12. 16d's @ 4" O.C. CONT. RIM. 8 11 i 1 8 11 revision date co (0 13. ROOF FRAMING PER PLAN. ``' 2 10 14. (2) 16d SINKER T.N. STUD TO 3 i i 5 2n1 P.C. Submittal 04/12/2019 12 SOLE (1) ON EA. SIDE OF SOLE 6 6 3 PLATE ' 7 2 3rd P.C. Submittal 06/07/2019 15. 16d SINKER @ 8" O.C. TO RIM MEMBER 1A1 ' : ' NOTE: 7 1 1 Q 3 4th P.C. Submittal 09/09/2019 Inl I PARAPET CAN BE DESIGNED 1 4 4 - - - AS PART OF ROOF TRUSSES 4 12 q 12 9 BY THE TRUSS ENGINEER +� 4 L ALT. PARALLEL ALT. PERPENDICULAR 2 5 6 1 13 13 CONDITION CONDITION 8 c� _ L 26 21 16 R PARAPET CONNECTION DETAIL 9 S. T. @ 2-HOUR FIRE WALLS 1 GE38N GE69N-HP O 1 1. STEEL COLUMN PER PLAN. 1. 2X MEMBER, DOUBLE 2X, 211211211 2 3 3 1 1/4" TIMBERSTRAND; OR L.V.L. 6 2. (4) 3/8" X 8" LONG LAG 6 9 CONT. RIM; OR BLOCKING SCREWS W/ MIN. 3/4" EDGE 5 z N � Q N-� DISTANCE. PER PLAN. -- -- - - N 4 q 2 n I ;< 2. BOUNDARY NAILING.co clr 3. FLOOR/DECK SHEATHING + 1' OO OO GE65N / i 3. ROOF SHEATHING. +� 4. DECK JOIST. I +� +� i u 1/4" TAPERED STRIPPING 6 I ii 4. STUD WALL WHERE OCCURS. O BASE PLATE 5. BEAM PER PLAN R i �f++ 7 1 i1+1i I ° 11 5. SHEAR PANEL PER PLAN. 6. 5 1/4" X 12" X 1/4" THICK STEEL PLATE. a) consultant: Q +% ii + p I ; a) 6. ROOF SYSTEM PER PLAN..©� 7. STEEL COLUMN TO STEEL PLATE. 2 2 (CAN BE 2X CONV., I -JOIST -a , 2 6 OR OPEN WEB TRUSS). N 8. SIMPSON ECCQ PER PLAN. 1. FLOOR/ROOF JOISTS PER PLAN 5 5 4 7. SIMPSON A35 PER PLAN L No. S 522� r 9. APPROVED HANGER.cc = WHERE OCCURS. MAX. @ 48"O.C. @ EXTERIOR Exp. W3CV21 7O ALT. INTERIOR EXTERIOR CONDITION AND AT & 24"O.C. INTERIOR WALLS +� 2. SHEATHING PER PLAN. U.N.O. ON LAN. AS AN ALT. :3d' R' 1 1/4' N - - - - - - - - CONDITION ONLY EDGE OF ROOF DIAPHRAGM TO A35, USE LS50's W/ THE (0 A4Jw 3. APPROVED HANGER. SAME SPACING A35's ARE C �CipL1�0 5 -AlNOT REQUIRED WHEN PLYWD. 4 3 2 4. BEAM PER PLAN.I �\ EXTENDS TO SIDE OF RIM. C / --______-- + M DATE SIGNED: 9/9/19 2 1 N 5. 1/2" THRU BOLTS W/ NUT & + II ' 6 WASHER @ 16" O.C. ++ �� C / 3 6 STAGGERED AS SHOWN. + 7 owner: 6. WALL OR POST PER PLAN. 5 1/4" 7. A35's @ 16" O.C. AT BOTTOM. _ t� 8 � 16" TYP. 1 6 9 114" INTERIOR CO DITION & ALT. 0 C 27 22 17 1 @)° R SHEAR TRANSFER @ ROOF 2 GE81N E 5 8 N ti 1 O 0 3 1. CONT. FLOOR SHT'G. N 6 2. E.N. N nA, 3. 16d's S.P.N. PER PLAN Q10 9 2 4 1 4. CONT. TIMBERSTRAND OR✓1�;r. 2 - LVL PER PLANS. GE20 5. FLOOR SYSTEM PER PLAN. 6. SHEAR PANEL PER PLAN. 0 CONNECTION DETAIL 10 CONNECTION DETAIL 7 x: x IJSEA35PER PLAQ eau F�1�;��:, M 8. BLK'G. OR CONT. MEMBER PER u / u ARCH. SCABBED W/ 16d @8" O.C. U �F'�/ l 119 y>�r STAGGERED. IF BLK'G. IS @ EDGE USE LTP5 PER PLAN. L 1. FLOOR SHEATHING I+� / t 9. 1 1/2" LIGHT WEIGHT CONC. D_ / I OR GYPCRETE. N 2. FLOOR SYSTEM PER PLAN. X x 10. B.N. ft 11. APPROVED HANGER. N 12e 3. TJI FILLER. 12. SOLID FULL DEPTH BM. MIN. L 4x10 W/LTP OR LS50 @ 1 4. 6X BLK'G W/ (4) A35's. 6 2 7 5 PERPENDICULAR CONDITION PER PLAN. 0 13. BALLOON FRAME WALL s @ PARALLEL CONDITION. 71 -- -- --- Zo X co0 < 8 I ° 0 12 13 ii 0 LO + / 0_J / ALT. C - 2 3 4 --- ------- Q \` '� 0 H 28 23 18 R CONNECTION DETAIL GE56N 11 R S EAR TRAN FER S DETAIL GE73-120124 3 � � 1. BEAM PER PLAN, WHERE N 1. (2) 2X CONT. TOP PLATE. 19. WASHER PLATE W/ DOUBLE NUTS PER OCCURS W/ SIMPSON CCOQ. -0 nn11 2. MAX. 7/8" SHIM AS REQUIRED. SIMPSON MANUFACTURER. W C)3. SCREWS PER SCHEDULE. FOR 7/8"<SHIM BLOCK 20. FOUNDATION PER PLAN. DEEPEN . STEEL TUBE/PIPE OR WIDE BLOCK THK.<l 3/4", USE 4 1/2" LONG SCREWS. FOOTING AS REQUIRED TO ACHIEVE 20 4. SHEAR PANEL TYPE 2 BETWEEN TOP PLATE & HEADER. de & 3" MIN. CONC COVER. I • I FLANGE COLUMN PER PLAN, C 7- 5. GARAGE HEADER PER PLAN. MULTIPLY HEADER 21. TYP. A35 TOP & BOTT. OF K. STUD. ALT. LTP4. _ _I C^,: � HEADER IS ONLY PERMITTED FOR SEISMIC 22. SHEAR REINF. PER SCHEDULE FOR EXT. 3. WELD ECCOQ TO FACE OF (0 UJ W I I DESIGN CATEGORY A, B, & C. FOOTING AND FOOTING STEM ONLY. STEEL TUBE COLUMN, IF PIPE 1 1 1 6. SIMPSON STEEL STRONG WALL. 23. SIDS 1/4"x3 1/2" SCREWS FOR I COL. IS SPECIFIED, WELD VJ 7. 2X KING STUD. USE PRESSURE MULTIPLE HEADER ONLY. 1/4 I 1 1/2" THICK PLATES BY ECCOQ •- TREATED MEMBER IF IN CONTACT 4 SCREWS TOTAL FOR SSW12 1 4 DEPTH &WIDTH TO BOTH W/ CONCRETE OR PROVIDE P.T. 6 SCREWS TOT. FOR SSW15 TO SSW24. M Q W MUD SILL BELOW STUD. 24. 16d COMMON NAILS @ 16" O.C. ALONG COL. AND ECCOQ. CL L O I 8. JAMB WHERE OCCURS. EDGES FOR MULTIPLE HEADER ONLY. 4. SIMILAR CONDITION WHERE VJ 9. ST22 E/S. OR ST6224 ONE SIDE 25, EXT. FTG OR FTG STEM WHERE OCCURS. BEAM TO POST/TRIMMER. 26. 1 1/2" MIN. CLEAR OR EPDXY COATED I 1 OCCURS. (A n` 10. (2)#5 TOP & (2)#5 BOTT. x4'-O" W/ #3 STIRRUP @ 12" O.C. 27. CONT.18" WIDE x24" DEEP GRADE BEAM UNDER SSW 0 ' W PAST HOLDOWN EA. WAY TYP., U.N.O. ON PLAN. AND EXTENDS 4'-6" PASS HOLDOWN @ BOTH WALL ENDS ( 5. SIMPSON HW HANGER. USE 0 > EXTEND EXCESS INTO SIDE FOOTING. U.N.O. ON PLAN. • 1 TOP FLANGE OFFSET @ END '^a- 11. POST/TRIMMER PER PLAN. 28. (5) #4 CLOSED TIES @ SSW12 (TOTAL TIES & GRADE 60) 2 CORNER CONDITION. v, 12. (4) 16d's KING STUD TO HEADER. (7) #4 CLOSED TIES @ SSW15 (TOTAL TIES & GRADE 60) • ° • 1 U 13. PRE -DRILLED HOLES. (4) #4 CLOSED TIES @ SSW18, 21 & 24 (PER EACH 14. STHD14 (U.N.O.). ANCHOR BOLT & GRADE 60) W 15. 2X P.T.D.F. SILL PLATE. NOTES: I IE >_ V, 16. CURB/STEMWALL, 6" MIN. @ 12" & 15" PANELS MINIMUM DISTANCES FROM ANCHOR BOLT PLATE WASHER TO TOP & & 8" MIN. FOR 18", 21" & 24" PANELS. 0 W 17. HOLDOWN NUT. BOTTOM OF CLOSED TIE REINFORCEMENT ARE 13" & 5" RESPECTIVELY 18. HIGH STRENGTH BOLT PER "SSWAB-HS" SCHED. - FOR ADA REQUIREMENTS, SEE ARCH/CIVIL 00- WITH ADJUSTING NUT & WASHER. COORDINATE CLARIFICATIONS PRIOR L CONSTRUCTION. ELEVATION 1 O L Lh(MIN.) FOR ANY- ADJUST CURB HEIGHT @ GARAGE FRONT AS NEEDED FOR SLOPE 1 0 M N FIELD TIE ND CHANGE UP TO 12" W/ INCREASE IN A.B.'s HT., FOR ANYTHING HIGHER, -All1/q 1/4 0 W V00 co SECURE URING CONTACT GOUVIS ENG'G. PRIOR TO CONSTRUCTION. CONC PLA EMENT SCHEDULE y`. _ f NO. OF BOLT SHEAR REINF. Lt FOR TIE MODEL 1/4"x3 l/2" LG. de GR 60 REBAR 2 HAIRPIN ZSISWAB SDS SCREWS (0) MIN. Lh FOR HAIRPIN 0 Lt(MIN.) d'1 SSW12 4 3/4" 16" 1 -#3TIE 9" SSW15 6 1" 16" 2 -#3 TIE 12" 1/4 I 1 Q MIN. SSW18 9 1" 16" 1 -#3 HAIRPIN 14" 2 1/4 3 1/4 TIE SSW21 12 1" 16" 2 -#3 HAIRPIN 15" SSWAB SSW24 14 1" 16" 2 -#3 HAIRPIN 17" 5 2 2 GE57 PLAN CORNER CONNECTION Q 29 24 19 12 00 CONNECTION 24 23 R DETAIL 4 a. U 21 3 cvrculfen.grru sss l{.i 4 + +� ` + + N 8 1:5 Studebaker' 1" ' MIN+ \� + 1. ROOF SHEATHING. TYP 6 1 2. ROOF JOIST PER PLAN. N 1aV n0 0 0 0 6 3. 2X RIM. (;1i251f� 4. 2X BEVELED BLOCKING. 12 0 0 0 0 o O O 5. WALL STUD. 2„ 5 13 6. (4) 16d's AS SHOWN. C YP 0 7. FLOOR SYSTEM PER PLAN. Irvine 5 8. PLYWOOD SHEAR WALL PER tel 949..751.161 7 9 8 3 PLAN WHERE OCCURS. D fax 949,752.5321. PORTAL CONDITION W/ CONTINUOUS �--- WIDTH SEE PLAN .: HEADER OVER STEEL PANEL +� O O I'dJTii Springs • 14 = d N 16 22 25 8-3 2 4 te1760.3?3.5090 • ch >- � o 0 0 0 0 18 C 2266 -- co 1�,• '� - " 10 7 STRUCTURAL 11 >� _ 28 10 1 o z ' 5 DETAILS 11 0;4 3" MIN. a ' N 27 iii iIi C CLR, TYP. MIN. EQ.1ib EQ EQ EQ t� SINGLE PORTAL END W/CONT. HDR. -a�--- .� 20 I I I EXTERIOR FOOTING a) 5" i I i 1 5" -o SHEET TITLE TOP CROSSTIE CAP STD. 90' I C HOOK ^ a M I I I i STD.135° z I I I HOOK II J 28 I I I co C U STIRRUP ° N SHEET No SD�4 10" b16" M� 20 U 19 co CLOSED TIE INTERIOR FOOTING 10" MAX. 10" MAX. co 4TH P.C. SUBMITTAL 30 25 20 113 kR SIMPSON STEEL WALL GE102-161223 8 R CONNECTION DETAIL D0046-131107 5 0 09/09/2019