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1491-1493 Oak Grove Avenue - B17-0154
F' 1491-1493 OAK GROVE AVENU BURLINGAME, CA GENERAL NOTES GENERAL CONDITIONS: AIA DOCUMENT A201, GENERAL CONDITIONS FOR THE PERFORMANCE OF THE CONTRACT IS HEREBY INCORPORATED INTO THESE DRAWINGS AND SHALL BE CONSIDERED AS PART OF THE REQUIREMENTS FOR THE COMPLETION OF THE WORK. EXISTING CONDITIONS: CONDITIONS SHOWN OF THE DRAWINGS ARE AS SHOWN ON THE ORIGINAL DRAWINGS AND AS OBSERVED ON THE SITE, BUT THEIR ACCURACY IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. NOTE: DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF THE DRAWINGS. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY ALL CITY AND/OR COUNTY FEES RELATING TO PROJECT, EXCEPTING THE GENERAL PERMIT, WHICH IS THE RESPONSIBILITY OF THE OWNERS' AND IS REIMBURSABLE TO THE G.C. CODES: ALL WORK SHALL BE DONE IN COMPUANCE WITH ALL APPLICABLE CODES, INCLUDING BUT NOT UNITED TO: UNIFORM BUILDING CODES, NATIONAL ELECTRICAL, MECHANICAL, AND PLUMBING CODES, HEALTH DEPARTMENT REGULATIONS, FIRE AND SAI-LIY CODES, CITY AND/OR COUNTY ORDINANCES AND REGULATIONS AND OTHER CODES GOVERNING CONSTRUCTION. SITE RESPONSIBILITY: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING HEALTH AND SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. CONTRACTOR TO UNIT TRAFFIC AND ACCESS TO THOSE AREAS WHERE WORK IS PERFORMED. CLEAN UP AND REPAIRS: THE CONSTRUCTION SITE SHALL BE MAINTAINED IN AN ORDERLY MANNER AT ALL TIMES WITH ALL DEBRIS REMOVED AT THE END OF THE EACH DAY. AT THE COMPLETION OF THE CONSTRUCTION REMOVE ALL EXCESS MATERIALS AND REFUSE FROM SITE. LEAVE ALL SURFACES WITHIN CONSTRUCTION SITE FREE FROM DUST, DIRT AND STAINS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY SURFACES OR ITEMS DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE ARCHITECT AND OWNER. PATCHING: PROPERLY PREPARE SURFACES FOR RECEIVING THE SPECIFIED FINISHES INCLUDING PATCHING OF SURFACES ALTERED BY CONSTRUCTION. ON PATCHED AREAS OR AREAS WHERE A FINISH IS NOT SPECIFIED, THE FINISH SHALL MATCH ADJACENT MATERIAL IN CONSTRUCTION, COLOR AND TEXTURE. ALL WORK NOTED "N.I.C." OR NOT IN CONTRACT IS TO BE PROVIDED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES ON THE SAME PLANE. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, U.O.N. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE AND ARE REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, U.O.N. SCHEDULE: UPON SUBMITTAL OF THE FINAL CONSTRUCTION COSTS, THE CONTRACTOR SHALL ALSO SUBMIT A CONSTRUCTION SCHEDULE INDICATING THE REQUIRED CONSTRUCTION TIME FOR ALL SUBCONTRACTOR'S AND CONTRACTOR'S WORK AND A COST —BY —TRADE BREAKDOWN FOR USE IN SCHEDULING AND EVALUATING PAY REQUESTS. SUBSTITUTIONS: SUBSTITUTIONS, REVISIONS, OR CHANGES MUST HAVE APPROVAL BY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DAMAGE: CONTRACTOR TO REPAIR OR REPLACE ANY SURFACES OR ITEMS DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE ARCHITECT OR OWNER. GUARANTEES: THE CONTRACTOR SHALL GUARANTEE THAT THE PROJECT WILL BE FREE OF DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY DEFICIENT IN ANY REQUIREMENT OF THE DRAWINGS OR NOTES WILL BE ACCEPTABLE IN CONSEQUENCE OF THE OWNER'S OR ARCHITECT'S FAILURE TO POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTS OF WORKMANSHIP OR MATERIALS REVEALED WITHIN A PERIOD OF ONE YEAR FROM THE ACCEPTANCE SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT AT NO COST TO THE OWNER. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK. COLUMN CENTERLINES (ALSO REFERRED TO AS GRIDLINES) SHOWN FOR DIMENSIONAL PURPOSES. (REFER TO BASE BUILDING DRAWINGS FOR EXACT LOCATIONS. CONSTRUCTION HOURS: VERIFY WITH CITY OF BURLINGAME FOR CONSTRUCTION HOURS ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION. THE BUILDING OWNER, PROJECT DESIGNER, AND/OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILLUSTRATED ON THE JOB COPY OF THE PLANS PRIOR TO PERFORMING THE WORK. AN OSHA PERMIT TO BE OBTAINED FOR THE SHORING* AT THE EXCAVATION IN THE BASEMENT PER CAL/OSHA REQUIREMENTS. SEE CAL/OSHA HANDBOOK. *CONSTRUCTION SAI-LIY ORDERS: CHAPTER 4, SUBCHAPTER 4, ARTICLE 6, SECTION 1541.1. GRADING PERMIT, IF REQUIRED, TO BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. WHEN PLANS ARE SUBMITTED FOR BUILDING CODE PLAN CHECK, THEY WILL INCLUDE A COMPLETE UNDERGROUND PLUMBING PLAN INCLUDING COMPLETE DETAILS FOR THE LOCATION OF ALL REQUIRED GREASE TRAPS AND CITY —REQUIRED BACKWATER PREVENTION DEVICES. ALL EARTHWORK AND SITE DRAINAGE, INCLUDING SITE CLEARING, EXCAVATION FOR THE LOWER LEVEL AND FOUNDATIONS, PREPARATION OF SUBGRADE BENEATH SLABS AND OTHER EXTERIOR HARDSCAPES, PLACEMENT AND COMPACTION OF ENGINEERED FILL BENEATH THE SLABS —ON —GRADE AND EXTERIOR HARDSCAPES, RETAINING WALL DRAINAGE AND BACKFILL, BACKFILL IN UTILITY TRENCHES, AND SURFACE DRAINAGE INSTALLATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MURRAY ENGINEERS, INC., DATED JULY 1, 2015. MURRAY ENGINEERS, INC. SHOULD BE PROVIDED AT LEAST 48 HOURS ADVANCE NOTIFICATION (650-559-9980) OF ANY EARTHWORK OPERATIONS AND SHOULD BE PRESENT TO OBSERVE AND TEST, AS NECESSARY, THE EARTHWORK AND FOUNDATION INSTALLATION PHASES OF THE PROJECT. BUILDING AND STRUCTURES, AND PARTS THEREOF, SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES OR SAFEGUARDS WHICH ARE REQUIRED SHALL BE MAINTAINED IN CONFORMANCE WITH THE CODE EDITION UNDER WHICH INSTALLED. THE OWNER OR THE OWNER'S DESIGNATED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. TO DETERMINE COMPUANCE, THE BUILDING OFFICIAL SHALL HAVE THE AUTHORITY TO REQUIRE A BUILDING OR STRUCTURE TO BE RE —INSPECTED. THE REQUIREMENTS SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION OF FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES. ANY WORK IN THE CITY RIGH—OF—WAY , SUCH AS PLACEMENT OF DEBRIS BIN IN STREET, WORK IN SIDEWALK AREA, PUBLIC EASEMENTS AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK. CONSTRUCTION HOURS IN THE CITY PUBUC RIGHT—OF—WAY ARE UNITED TO WEEKDAYS AND NON —CITY HOUDAYS BETWEEN 8:00AM AND 5:00PM. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR ARE UNE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT—OF—WAY. — vv HOMEOWNERS ASSOCIATION INFORMATION AND FIRE PROTECTION MAINTENANCE CONTRACTS SHALL BE PROVIDED TO FIRE DEPARTMENT PRIOR TO INSTALLATION UNIT MATRIX Unit Type Unit Numbers Number of Units in Bldg. # of Bedrooms Kitchen Type Adaptable Bath Type* Secondary Bath Type** Sq. Ft. Total Sq. Ft. Al 202 & 402 2 2 1 1 2 1030 2060 A2 302 1 2 1 2 1030 1030 B 201, 301 & 401 203, 303 & 403 501 3 3 1 2 1 3 2 3 4 3 5 7 4 N/A 6 1125 620 1845 3375 1860 1845 Total * Must meet CBC 1134A.2, Option 2 items #1-12 ** Must meet CBC 1134A.2, Option 2 items #8-12 CONTACT LIST i►�' 1REVIEWED FOR CODE COMPLIANCE taltaoMPuArresrrees 17 CAIMPOMIK OUSIIIN. CI1mE8 CALINIMIA sacsocacoots 0Aavot1N WHIP CAUFORNI4PLIWIROo0oe$ MINIMA MOM CIMN s cAUIPOI IA 11111141111110 001111141111CratAL ONLY §).16 XSC. A owe SWIM RAIi O=COM SIN CAIII*NIIA 1.11101111111 SO CA11OINIA 111111111111411AL COOS Plea review at illaristai its art mambo asappeemimillea Is prom&la *kern ra of rag dale, wit » Ise l Mier. B _ A11E I (Y°l I�- BU tEAU Wm. ..a NO"TH AME rA, INC. DEFERRED SUBMITTALS OWNER CHS DEVELOPMENTS GROUP 600 EL CAMINO REAL BELMONT, CA 94002 650-222-5467 CONTACT: CHI—HWA SHAO ARCHITECT LEVY DESIGN PARTNERS 90 SOUTH PARK SAN FRANCISCO, CA 94107 TEL: 415/777-0561 FAX: 415/777-5117 CONTACT: TOBY LEVY LANDSCAPE ARCHITECT LAND PLANNING CONCEPTS 923 ARGUELLO ST, #200 REDWOOD CITY, CA 94063 650/346-7645 650/367-8139 FAX CONTACT: BRUCE CHAN CIVIL ENGINEER MACLEOD & ASSOCIATES 965 CENTER STREET SAN CARLOS, CA 94070 TEL• 650/593-8580 FAX: 510/593-8675 CONTACT: DAN MACLEOD VERGEL GALURA STRUCTURAL ENGINEER PROVEST STRUCTURAL ENGINEERING 410 12TH STREET, SUITE 200 OAKLAND, CA 94607 TEL: 510/763-0475 FAX: 510/763-0476 CONTACT: ANH TRONG NGUYEN MECH./PLUMBING/ELECTRICAL MHC ENGINEERS, INC. 150 8TH STREET SAN FRANCISCO, CA 94103 TEL: 415/512-7141 FAX: 415/512-7120 CONTACT: ROBERT LABARE GEOTECHNICAL ENGINEER GEOFORENSICS INC. 561 PILGRIM DR, SUITE D FOSTER CITY, CA 94404 TEL: 650/349-3369 FAX: 650/571-1878 CONTACT: DANIEL DYCKMAN PROJECT SITE PROJECT NORTH 1491-1493 OAK GROVE IS A PROPOSED NEW CONSTRUCTION OF A PRIVATELY FUNDED 5—STORY BUILDING OVER BASEMENT: 4 STORIES OF CONDOMINUM, 10 UNITS, OVER FIRST FLOOR PARKING, OVER BASEMENT PARKING BUILDING DATA ADDRESS: A.P.N: REVIEWED FOR CODE COMPLIA OCT 3 0 2017 BUREAU VERITAS NORM AMERICA, IN. THIS PLAN CAN ONLY BE MODIFIED WITH PRIOR WRITTEN APPROVAL FROM THE RECYCLING SPECIALIST. 1491-1493 OAK GROVE AVE, BURUNGAME, CA 94010 029 100 040, 029 100 050 LOT SIZE: 8,770 SQ. FT. ZONING DISTRICT: R-3 CODES: 2016 CAUFORNIA BUILDING CODE (CBC) 2016 BURUNGAME DOWNTOWN PLAN AND HOUSING ELEMENT SCOPE OF WORK: FIRE RATINGS: REVIEWED FILE COPY Fl NALED BURLINGAME 9LDG DEPARTMENT This plan Check shall not be Construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL. FIELD IN INSPECTION REVIEWED BYLJ_ DATE 1491-1493 OAK GROVE IS A PROPOSED NEW CONSTRUCTION OF A PRIVATELY FUNDED 5—STORY BUILDING OVER BASEMENT: 4 STORIES OF CONDOMINUM, 10 UNITS, OVER FIRST FLOOR PARKING, OVER BASEMENT PARKING TYPE 1A PRIMARY STRUCTURAL FRAME: BEARING EXTERIOR WALLS: BEARING INTERIOR WALLS: NON —BEARING EXTERIOR WALLS: NON —BEARING INTERIOR WALLS: FLOOR CONSTRUCTION: ROOF CONSTRUCTION: EXIT ENCLOSURES: LOCATION PROPOSED OCCUPANCY CONSTRUCTION* SRINKLERED AREA ALLOWABLE AREA (2016 CBC TABLE 506.2) ALLOWABLE AREA MODIFICATION PER STORY (2016 CBC 506.2.3) ALLOWABLE AREA PER STORY : Aa=[At+(NSxlf)]xSa 3 HOUR (CBC TABLE 601) 3 HOUR (CBC TABLE 601) 3 HOUR (CBC TABLE 601) NO RATING (CBC TABLE 601) NO RATING (CBC TABLE 601) 2 HOUR (CBC TABLE 601) 1.5 HOUR (CBC TABLE 601) 2 HOURS (CRC 1022.1) BASEMENT S-2 (PARKING) TYPE 1A YES UNLIMITED (S1) TOTAL ALLOWABLE AREA (2016 CBC 506.2.3) PROPOSED AREA TOTAL PROPOSED AREA TRUE NORTH 10170 SUBMITTAL OF THE FOLLOWING WORK IS DEFERRED TO A LATER DATE: 1. FIRE SPRINKLER SYSTEM 2. METAL STAIR AND RAILINGS 3. STAIR AND BUILDING SIGNAGE PACKAGE SHALL COMPLY WITH 2016 CBC — LOCATION OF PROPERTY — APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 4. PLANS FOR STANDPIPE SYSTEM AND FIRE ALARM SYSTEM, INCLUDING SMOKE AND CARBON MONOXIDE DETECTION, FOR APPROVAL THROUGH THE CCFD PRIOR TO INSTALLATION. 5. SHOP DRAWINGS FOR FIRE PROTECTION UNDERGROUND SHALL BE SUBMITTED UNDER SEPARATE PERMIT THROUGH THE CITY OF BURLINGAME BUILDING DEPARTMENT. SYSTEM SHALL BE """e 4, P •: • a , I ""•; • .• a I. ti..T 5.1. BUI DING SHAL B EQUIPPED WI H AN APP'OV I CLAS 1 NF•A 4 T• DPI"E YS M. SYSTEM SHALL BE SUBMITTED AND APPROVED BY CENTRAL COUNTY FIRE DEPARTMENT PRIOR TO INSTALLATION. THE SYSTEM SHALL BE INSTALLED AND OPERABLE PRIOR TO CONSTRUCTION OF THE 4TH STORY OF THE STRUCTURE. 5.2. DO NOT INSTALL A POWER SHUNT ON THE ELEVATOR. A SIDEWALL SPRINKLER HEAD SHALL BE INSTALLED AT THE BOTTOM OF ELEVATOR SHAFT IN ACCORDANCE WITH NFPA 13. ELEVATOR MACHINE ROOM MAY BE EQUIPPED WITH SYSTEM SMOKE DETECTION IN LIEU OF A SPRINKLER HEAD AND MUST BE SEPARATED FROM THE REST OF THE BUILDING BY THE SAME OCCUPANCY RATING AS THE ELEVATOR SHAFT. 6. 7. 8. 9. EMERGENCY RESPONDER RADIO COVERAGE IN ACCORDANCE WITH SECTION 510, TITLE 24 CFC TEMPORARY SHORING FOR BASEMENT WALLS POST —TENSIONING SYSTEMS PREFABRICATION WOOD TRUSSES 10. ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS A THESE DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION; FOLLOWING THE COMPLETION OF PROJECT ARCHITECT/ENGINEER REVIEW AND COORDINATION, A SUBMITTAL TO THE CITY SHALL BE MADE (FOR CITY REVIEW AND APPROVAL), WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE (E.G. WITH REGARD TO GEOMETRY, LOAD CONDITIONS, ETC.), WITH NO EXCEPTIONS. APPLICABLE CODES, REGULATIONS AND STANDARDS 2016 CBC CHAPTER 35: PROVIDE ALL THE APPLICABLE/ADOPTED STANDARDS. WHERE A PARTICULAR STANDARD IS REFERENCED IN THE CODE BUT DOES NOT APPEAR AS AN ADOPTED STANDARD IT STILL MAY BE USED. APPLY ONLY THE POTION OF THE STANDARD THAT IS APPLICABLE TO THE CODE SECTION WHERE STANDARD IS REFERENCED, NOT THE ENTIRE SECTION. APPLICABLE CODES • 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24, CCR • 2016 CALIFORNIA BUILDING CODE, PART 2, TITLE 24, CCR • 2016 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24, CCR • 2016 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24, CCR • 2016 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24, CCR • 2016 CALIFORNIA ENERGY CODE, PART 6, TITLE 24, CCR • 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME A17.1-2010) • 2016 CALIFORNIA HISTORICAL BUILDING CODE, PART 8, TITLE 24, CCR • 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24, CCR • 2016 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITTLES 24 CCR • 2016 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 CCR • 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 CCR • TITLE 8 CCR CH. 4 SUB —CH. 6 — ELEVATOR SAFETY ORDERS • TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS • THIS DESIGN IS IN COMPLIANCE WITH THE FAIR HOUSING ACT DESIGN REFERENCE MANUAL • 2017 CALIFORNIA CODE OF REGULATIONS TITLE 8 ELEVATOR SAFETY ORDERS • UNIFORM FEDERAL ACCESSIBILITY STANDARDS • INCLUDING ANY AMENDMENTS AS ADOPTED IN ORDINANCE 1856-2010 AS WELL AS ANY OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS APPLICABLE STANDARDS • NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION • NFPA 13 AUTOMATIC SPRINKLER SYSTEMS, 2016 EDITION • NFPA 14 STANDPIPE SYSTEMS, 2016 EDITION • NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS, 2017 EDITION • NFPA 17a WET CHEMICAL SYSTEMS, 2017 EDITION • NFPA 20 STATIONARY PUMPS, 2016 EDITION • NFPA 24 PRIVATE FIRE MAINS, 2016 EDITION • NFPA 72 NATIONAL FIRE ALARM CODE, 2016 EDITION • NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS, 2015 EDITION • NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2015 EDITION • ASME 17.1 ELEVATOR STANDARD, 2013 EDITION • ASME/ANSI A18.1 SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIR LIFTS • ADA STANDARDS FOR ACCESSIBLE DESIGN; ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG), (28 CFR PART 36, APPENDIX A) A 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. SUMMARY AREA MAP a HEIGHT & STORIES ALLOWABLE HEIGHT (2016 CBC TABLE 504.3) PROPOSED HEIGHT ALLOWABLE STORIES (2016 CBC TABLE 504.4) PROPOSED STORIES OCCUPANT LOAD N/A UNLIMITED TYPE V—A PRIMARY STRUCTURAL FRAME: BEARING EXTERIOR WALLS: BEARING INTERIOR WALLS: NON —BEARING EXTERIOR WALLS: NON —BEARING INTERIOR WALLS: FLOOR CONSTRUCTION: ROOF CONSTRUCTION: EXIT ENCLOSURES: 1ST FLOOR 4,477 SF 4,477 SF UNLIMITED N/A (BASEMENT) UNLIMITED 1 4,477/200 = 23 TOTAL OCCUPANTS: 118 *3 HR SEPARATION BETWEEN R-2 & S-2 OCCUPANCIES ** FULLY SPRINKLERED WITH NFPA 13 SYSTEM PER 2016 CBC 903.3.1.1 SPECIAL . ARE REQUIRED AS PER BUILDING CODE S-2 (PARKING), B (LOBBY) TYPE 1A YES RECEIVED SFP26 21' CITY OF BURLINGAM, 1 HOUR (CBC TABLE 601) 1 HOUR (CBC TABLE 601) 1 HOUR (CBC TABLE 601) NO RATING (CBC TABLE 601) NO RATING (CBC TABLE 601) 1 HOUR (CBC TABLE 601) 1 HOUR (CBC TABLE 601) 2 HOURS (CBC 1022.1) 2ND-5TH FLOORS UNUMITED (S1) N/A UNLIMITED 2,467 SF 2,467 SF UNUMITED N/A (BASEMENT) UNLIMITED 1 PARKING: 2,420/200 = 13 COMMUNITY ROOM: 260/15 = 18 TOTAL: 31 R2 (RESIDENTIAL)* TYPE V—A YES 36,000 SF (SM W/ HEIGHT INCREASE") Aa=[At+(NSxlf)]xSa Aa= [36,000+(12000x0)]x 1 Aa=36.000 SF (ALLOWABLE AREA PER FLOOR) 72,000 SF (2xAa) 2ND FL: 4,200 SF 3RD FL: 4,220 SF 4TH FL 4,210 SF 5TH FL: 2,660 SF 15,290 SF 60'-0" (S WITH AREA INCREASE") 55'-0" TO T.O. ROOF 4 (S WITH AREA INCREASE**) RESIDENTIAL 2ND FL: 3,356/200 = 17 3RD FL: 3,356/200 = 17 4TH FL: 3,356/200 = 17 5TH FL: 2,505/200 = 13 TOTAL: 64 FILE COPY 1MLEQ NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED COVER SHEET A0.0 1!0 M **0: er_:J Lisa 0 0 (D m LWY6 y] v t c o:spuejl ue5 Wd 41nos o6 0 a 1� mma� ma)a N1JI§3(3 AA31 �L mscm:p Y .��C: Lll .6 a N _ a) ■ aa) O c Z I- Lv -i c m d v g � 0 W C'%.1 G O ®C v cJ a � C _) Mc CD x � m VO `3we!DNi��jna end DAO� E) ado C6V � - � 6t, � 's U) ui � a © W Z O O Q 4' . o Q O W p O U p > O O W N t- � r � r L1J J W Z (-- o pp< w ¢���WW Of W m ~ o 0 �< O Y Np Np Z Z z Z z 0 a- LL Z Z> z Q J co O CL a. o m 0 m 0 m �— O LL? W W// O �- Q¢m O IX _ � r` U ti ff Q �y•� W a o CV 0 pNp o N Q ti f` Z LLI W '^r' M fy W p N o M 0 N o L0 LCi O Q CU/) W ,�� yW(( 0 Q Cn Q W C� LLJ 0 © a wwwww ag Qm ¢ 030 gN _1 J ����� rZ rr C9CD0 Q0C.D .9C9 \xm (nmJ cncna (=�)=(�) (�)(_�=U zww ww o00 0\\•\\\ zwm m O JJri! 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N r LLC)�a4- O O U O O W ACV O o 2 N N Z 0 o Z U Z Z n W 7 aam0 0_ W Cn U) H W W 0 BUILDING PERMIT N- 0 N N v 0 a_ O W CC H W d CD z 0 J N- 0 N O M 0 a N 0 W LL' H W d c.7 z 0 J 5 C- 0 N N CO 0 EJ..� J m 0 I- U H z 0 U Ci L.L 0 W F- 0 Z Q LU J Q U C!) rn J V/ Q Z �' O 1- a� a a- z < 0u UO O Q 1493 OAK GROVE 1493 OAK GROVE 1493 OAK GROVE 1493 OAK GROVE CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL 00 O rE U y O N bA a)b" C a u" 1° C a) U _a o -c o a c a) E U ° U o c (a c 0_ o E a) E+= E- C o E aa)i �_ cn Q. 1p U ° Q E C oc caLa oN LU -6Q 0 U ni 4) 2 cB N -a O)cc O O +-+ C U a C pap+ (9 C C O O U a 4 O U a E c 0 U 0 L 0- a � 0 0 U � > U U O c C O - L- C ' L ..a-, O 'Q (6 0. p U (� a) Q U E U) a. (.= L E a)a) -" a C C T o a- u.' 0 o a X • •C C U .0 = a. O U "' (C) L C a - 3 (n O ":�, o O a C a) CE c(n O o o E U Q N a) O 0 0 C 0 '' E-a U U O U a EL a N't C a C > a 0 ...E ... Q a. 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P0.1 DETAIL 1 II AO.OB c•) <C 1E0.3 LIGHT FIXTURE 3.1/A8.3 Not required 1 in climate zone 3 Green Building Measure SITE DEVELOPMENT (2016 CGC §4.106) Projects that disturb less than less than one acre shall develop and implement a plan to manage storm water drainage DURING CONSTRUCTION. A BMP page is sufficient. 2016 CGC §4.106.2 Plans shall indicate how Grading and Paving will prevent surface water flows from entering I buildings. Exception: Projects that do not alter the drainage path. 2016 CGC §4.106.3 Electric Vehicle (EV) Charging, parking spaces: comply with all relevant sections. CGC §4.106.4 ENERGY EFFICIENCY (2016 CGC and the 2016 California Building Energy Efficiency Standards) 2016 Energy Code performance (T-24) compliance documentation must be provided in 8-1/2" X 11" format (two sets, file size) and must be replicated on the plans. Walls with 2 X 6 and larger framing require R-19 insulation. 2016 CEC §150.0 (c) 2 Hot water piping insulation required: piping 3/4 inch or larger. 2016 CEC §150.0 (j) 2 A ii Lighting: all luminaires shall be high efficacy. Comply with all parts. 2016 CEC §150.0 (k) Duct insulation: minimum (R-6) required. 2016 CEC §150.0 (m) 1 Duct leakage testing: 6% with air handler, 4% w/o air handler. 2016 CEC §150.0 (m) 11 Return duct design/fan power, airflow testing, and grill sizing requirements §150.0(m)13 Water heating: 120 volt receptacle < 3 ft., Cat III or IV vent, and gas supply line capacity of at least 200,000 Btu / hour. 2016 CEC §150.0 (n) Third -party HERS verification for ventilation and indoor air quality. 2016 CEC §150.0 (o) I Maximum U-factor (0.58) for fenestration and skylights. 2016 CEC §150.0 (q) Classification of High & Low efficacy light sources. 2016 CEC Table 150.0-A Radiant barrier required in Climate Zone 3. (prescriptive) 2016 CEC §150.1 (c) 2 Refrigerant charge verification not required, Climate Zone 3. 2016 CEC Table 150.0-A Maximum SHGC not specified in Climate Zone 3. 2016 CEC Table 150.0-A !, Whole house fan is not required, Climate Zone 3. 2016 CEC Table 150.0-A Plan Sheet/ Details m O < m O < MO.0 FAN SCHEDULE IMECH PLANS. co O < 00 O < Contractor's Declaration Statement I I hereby certify, as the builder or installer, under permit listed herein, that this project will be constructed to meet the requirements of the 2016 Green Building Code. Name: Address: City/State/Zip Code Signature: a) CO CO C3 Green Building Measure INTERIOR MOISTURE CONTROL (2016 CGC §4.505) A capillary break will be installed if a slab on grade foundation system is used. 2016 CGC §4.505.2 Building materials with visible signs of water damage will not be installed. Wall and floor framing will not be enclosed when the framing members exceed 19% moisture content. Moisture content will be verified prior to finish material being applied. Replace wet insulation products, or allow to dry before enclosure. 2016 CGC §4.505.3 INDOOR AIR QUALITY AND EXHAUST (2016 CGC §4.506) _ !1 Exhaust fans that are ENERGY STAR compliant, ducted and that terminate outside the building will be provided in every bathroom (bathtub, shower, or shower/tub combo).2016 CGC §4.506.1 Unless functioning as a component of a whole -house ventilation system, fans must be controlled by a humidity control. 2016 CGC §4.506.1 ENVIRONMENTAL COMFORT (CGC §4.507) The heating and air-conditioning system will be sized, designed and have their equipment selected using the following methods: Heat Loss/Heat Gain values in accordance with ANSI/ACCA 2 Manual J-2011 or equal; Duct systems are sized according to ANSI/ACCA 1, Manual D-2014 or equivalent; Select heating and cooling equipment in accordance with ANSI/ACCA 3, Manual S-2014 or equivalent. 2016 CGC §4.507 INSTALLER SPECIAL INSPECTOR QUALIFICATION (2016 CGC §702) I HVAC system installers will be trained and certified in the proper installation of HVAC systems and equipment by a recognized training/certification program. 2016 CGC §702.1 VERIFICATION (2016 CGC §703) Upon request, verification of compliance with this code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the Building Division that will show substantial conformance with the 2016 Code requirements. 2016 CGC §703.1 Responsible Designer's Declaration Statement I hereby certify that this project has been designed to meet the requirements of the 2016 Green Building Code. Name: TOBY LEVY, FAIA Address: 90 SOUTH PARK City/State/Zip Code SF, CA. 94107 Signature: A .1111, r a, 0 v Q a.. v 41 CV = O G+ v cJ ® I— W C__) C, O Plan Sheet/ Details P0.0 - PLUMBING FIXTURE SCHEDULE. •- -J UCD RI m QQ m 0 m O ¢ m O a co 0 Q CO CD Q<<CV AO.OB CO 0 m 0 < CO CD Green Building Measure INDOOR WATER USE (2016 CGC §4.3) The effective flush volume of water closets will not exceed 1.28 gal / flush. 2016 CGC §4.303.1.1 The effective flush volume of urinals will not exceed 0.125 gal / flush. 2016 CGC §4.303.1.2 Maximum flow rate for showers shall be 2.0 GPM, at 80 psi. 2016 CGC §4.303.1.3 Maximum flow rate for lavatory faucets shall be 1.2 GPM, at 60 psi. 2016 CGC §4.303.1.4.1 OUTDOOR WATER USE (2016 CGC §4.4) I New residential developments with an aggregate landscape area of more than 499 square feet shall submit a Residential Outdoor Water Use Efficiency Checklist. 2016 CGC §4.304.1 ENHANCED DURABILITY AND REDUCED MAINTENANCE (2016 CGC §4.406) Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls will be rodent -proofed by closing such openings with cement mortar, concrete masonry, or similar method acceptable to the enforcing agency. 2016 CGC §4.406.1 CONSTRUCTION WASTE MANAGEMENT (2016 CGC §4.408) I Recycle and/or salvage a minimum 65%of the non -hazardous construction and demolition waste. This is not applicable to soil and land clearing debris. 2016 CGC §4.408 BUILDING MAINTENANCE AND OPERATION (2016 CGC §4.410) An operation and maintenance manual will be provided at final inspection. 2016 CGC §4.410.1 For buildings with more than 4 multi -family units provide for recycling. 2016 CGC §4.410.2 FIREPLACES (2016 CGC §4.503) Any installed gas fireplaces will be direct -vent, sealed -combustible type. 2016 CGC §4.503.1 Any installed woodstove or pellet stove shall comply with U.S. EPA NSPS emission limits. POLLUTANT CONTROL (CGC §4.504) At the time of rough installation, during storage on the construction site, and until final startup of the HVAC equipment, all duct and other related air distribution components openings will be covered with tape, plastic, sheet metals, or other methods acceptable to the enforcing agency to reduce the amount of water, dust, or debris that may enter the system. 2016 CGC §4.504.1 Adhesives, sealants, and caulks used on the project shall follow local and regional air pollution or air quality management district standards. 2016 CGC §4.504.2.1 Paints and coatings will comply with VOC limits. 2016 CGC §4.504.2.2 Aerosol paints and coatings will meet the Product -weighted MIR limits for ROC, and comply with percent VOC by weight of product limits, Regulation 8, Rule 49. 2016 CGC §4.504.2.3 Documentation shall verify compliance for VOC finish materials. 2016 CGC §4.504.2.4 Carpet systems will meet CALGREEN testing and product requirements. 2016 CGC §4.504.3 Where resilient flooring is installed, at least 80% of the floor area receiving resilient flooring will comply with the California Green Building Code requirements. 2016 CGC §4.504.4 Hardwood plywood, particleboard, and medium density fiberboard composite wood products shall comply with the low formaldehyde emission standards. 2016 CGC §4.504.5 BUREAU VERITAS NORTH AMERICA, INC. m N VO `31nideNnHna '3ne BAOHD )IVO £6W1-614 1491 OAK GROVE AVE. N LO CD CDV O N O W O O N CD OD 0 Z ooZU Z Z W Ct LL w CO H w CO w cc BUILDING PERMIT r` (V N v AS NOTED w J U cn EGRESS PLANS M CD 1ST FLOOR: N LiJ (n LU 0_ OCCUPANCY U) U) N LJ c O 0 N rr) Lu Z L Ln J O H- O O O m O N 0 N N 0 z COMMON PATH OF TRAVEL 80'-0" (MAX. ALLOWED = 100'-0" PER CBC TABLE 1021.2) � 0 W J O Q f z z0 0LLI 0 0 0- CS)00 UNIVERSAL 13 zo O 0 0 O� U 0 --4— I I I I I I I I I Y 0 (n F- X LLJ 0 Z_ a_ BASEMENT: N OCCUPANCY TYPE/USE LL (n W OCCUPANT LOAD FACTOR 1200 N N N N d- OCCUPANT LOAD* EXITS REQUIRED*** EXITS PROVIDED EGRESS WIDTH** STAIR WIDTH** EGRESS WIDTH PROVIDED 136" STAIR WIDTH PROVIDED SINGLE EXIT 6) N N N 0 O O 0 O CT) W >- MAX OCCUPANCY ACTUAL OCCUPANCY MAX TRAVEL DISTANCE ACTUAL TRAVEL DISTANCE COMPLIES WITH CODE zep PROJECT NORTH TRUE NORTH TRAVEL LESS N O II LJ o J Lil m Q 0 0 Q CO U I— X CC a- 0- 0= - O 0 O U 0) 0 W O < 0 O LiJ O O a- 0 0 ffi -/I 7vsaanu+n 7VSURAINIS ivsa3Man a } C!) C!) W OC CD W PLAN: 1ST FLOOR N BUREAU VERITAS NORTH AME. 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OW kRY SEWER AND WATER 4CH SECTION VT OF PUBLIC WORKS ' ' <00112 .' �,h' r, o z0 < Z F Co V)W CF.-H • • • / •'z♦' ,>-. ♦ii ,- v�/ ..vc 'r.g.f . a z N 7M ��� Z I C W !!Z < a < Nw a� Q .,,.,., mom NIW.ZL Z15cc 3 3 S31aVn (r r�o NX P hW N �w ooWci W iW Oy U M 6a 6� -O -<1 S_ b a In InrF Km ow Paz U§ 8� z LL m c8Li 8a �o D6 8 Q (..) a. C of M 4 tG n co C W F• i.t_ Vi cc 0 U w IX Lt co Ir I- >Q 0 Uz cOwN Z 20z < U ast 8 E r C, z 6 d'Z�i APPROVED BY o co 6 i I CO 1 U -J CC V w z 0 z W J U 0 -J C CC U Lil z 0 z w J U (!) w z 0 z Li 0 U CITY OF BURLINGAME WATER SYSTEM SPECS UTILITY CONSTRUCTION PLAN NOTES : N 0 N 0 re) r N 0 0 REQUIREMENTS FOR RIGHT -OF WAY CONSTRUCTION OF BUILDING SEWERS: 1 ALL NEW RESIDENTIAL, APARTMENT, INDUSTRIAL AND COMMERCIAL BUILDINGS SHALL REQUIRE A NEW SEWER LATERAL. A MINIMUM 4" INCH (4") LATERAL SHALL BE INSTALLED FOR 2 OR LESS APARTMENT UNITS AND A 6" INCH (6") LATERAL FOR MORE THAN 2 APARTMENT UNITS. ACTUAL SIZE DEPENDS ON NUMBER OF CONNECTED "FIXTURE UNITS" IN BUILDINGS. INDUSTRIAL AND COMMERCIAL BUILDINGS SHALL REQUIRE A MINIMUM OF 6" INCH (6") LATERAL. 2. THE LATERAL, INCLUDING CONNECTION TO MAIN, RISER AND WYE, SHALL BE PLASTIC SDR 26, C-900, IN CONFORMANCE WITH UNIFORM PLUMBING CODE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 3. A MINIMUM SLOPE OF LATERAL SHALL BE 1/4 INCH (1/4") PER FOOT. OVER 3/8" IS NOT RECOMMENDED BECAUSE LIQUIDS TEND TO DRAIN AWAY. LEAVING SOLIDS TO CLOG THE PIPE. 4. A WYE CONNECTION MAY BE USED AT ANY DEPTH AND TO ANY SIZE OF MAIN. A SADDLE CONNECTION MAY BE USED ONLY AT A DEPTH OF 6 FEET (6') OR MORE AND TO A MAIN WHICH IS LARGER IN SIZE THAN THE LATERAL ITSELF. 5. A MANUFACTURER'S COUPLING WITH STAINLESS STEEL SHEAR BAND AND FOUR STRIPS SHALL BE USED FOR ALL JOINT CONNECTIONS. NO CONCRETE SHALL BE USED FOR JOINT CONNECTION. 6. REGARDLESS OF THE PIPE MATERIAL USED, THE BUILDING SEWER PIPE SHALL BE LAID ON A CONTINUOUS, FIRM BED THROUGHOUT IT'S ENTIRE LENGTH. 7. THE DEPARTMENT OF PUBLIC WORKS SHALL INSPECT ALL SEWER CONNECTIONS BEFORE BACKFILLING. ALL BACKFILL MATERIALS SHALL BE APPROVED BY THE ENGINEER AND SHALL BE COMPACTED TO MINIMUM OF 90% IN THE PLANTING STRIP AREA AND 95% IN THE STREETS. TWENTY FOUR (24) HOURS NOTICE SHALL BE GIVEN FOR AN INSPECTION. 8. THE CLEANOUTS SHALL BE LOCATED ADJACENT TO AND APPROXIMATELY 2 FEET TO 4 FEET (2'-4') BACK OF FACE OF CURB OR SHOULDER ALONG STREETS WITHIN EASEMENT LINES ALONG EASEMENTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE CLEANOUT IN PLANTING AREA SHALL BE SET 1 INCH TO 2 INCHES (1"-2") ABOVE THE ADJACENT GRADE OR CURB GRADE. THE PAD AND SIDEWALK SHALL BE RAMPED FROM 6 INCHES (6") TO THE CLEANOUT LEVEL IN SIDEWALK AREA OR FROM 12 INCH (12") OR MORE TO THE CLEANOUT LEVEL IN PLANTING AREA. PONDING OVER THE CLEANOUT IS PROHIBITED. CLEANOUT IN EASEMENT AREA SHALL BE 18 INCHES TO 24 INCHES (18"-24") FROM FENCE. SEE STANDARD DRAWING SS-1 (4 TO 5) FOR CLEANOUT PLACEMENT GUIDELINES. 9. ALL TRENCHES OVER 5 FEET (5') IN DEPTH SHALL BE SHORED OR SLOPED IN ACCORDANCE WITH O.S.H.A. REQUIREMENT. O.S.H.A PERMIT IS REQUIRED FOR ALL EXCAVATIONS OVER 5 FEET (5') IN DEPTH. 10. ON WORK IN STREETS, PAVEMENT SHALL BE SAW CUT AND REPLACED TO THE REQUIREMENTS OF THE ENGINEER BUT IN NO CASE SHALL BE LESS THAN 3 INCHES (3") A.C. ON 8 INCHES (8") CLASS 2 A.B. EXCAVATION SHALL BE ACCOMPLISHED SO THAT TRENCH EDGES ARE STRAIGHT AND PARALLEL LINES AND NOR JAGGED BEFORE PAVEMENT RESTORATION. PAVEMENT SECTION SHALL BE REPLACED TO AT LEAST 6 INCHES (6") OUTSIDE OF ANY EXCAVATION AREA. 11. LATERAL LINES SHALL HAVE A MINIMUM COVER OF 18" AND MAIN LINES SHALL HAVE MINIMUM COVER OF 24" IN PRIVATE PROPERTY. SEWER LATERALS IN STREET RIGHT-OF-WAY SHALL HAVE 30" MINIMUM COVER. 12. ALL ABANDONED SEWER LATERALS SHALL HAVE THE WYES OR SADDLES REMOVED AT THE MAIN. 13. ABANDONED BUILDING SEWER PIPE(S) (BUILDING TO STREET CLEANOUT) SHALL BE REMOVED, OR PROPERLY DISCONNECTED FROM THE BUILDING DRAIN AND THE CITY SEWER LATERAL AND PLUGGED AT BOTH ENDS WITH CONCRETE OR OTHER APPROVED MATERIALS/DEVICES. THE PLUG AT THE DOWNSTREAM (STREET) END OF BUILDING SEWER PIPE SHALL BE WITHIN 5 FEET OF THE PROPERLY LINE. CONTACT THE BUILDING OFFICIAL FOR LOCATION OF THE UPSTREAM END OF THE CITY SEWER LATERAL (FROM THE SEWER MAIN) OR TO ENTIRELY REMOVE THIS LATERAL; CONTACT THE SEWER DEPARTMENT AT (650) 558-7674 FOR DETAILS, REMOVAL OR PLUGGING REQUIRED PERMITS, AND MUST BE INSPECTED AND APPROVED IN WRITING ON THE PERMITS BY THE CITY BUILDING AND PUBLIC WORKS INSPECTOR PRIOR TO BACKFILL. GENERAL NOTES: 1. RAIN WATER LEADERS SHALL BE DISPERSED ONTO PLANTER AREA WITH PRECAST CONCRETE SPLASH BLOCK. 2. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 3. WHEN APPLICABLE, ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE ORDINANCES, SPECIFICATIONS AND STANDARDS OF THE CITY OF BURLINGAME, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) PRIOR TO START OF CONSTRUCTION. PHONE (800) 227-2600. 5. UNLESS OTHERWISE SPECIFIED, ALL SEWER LATERAL PIPES SHALL BE P.V.C. SDR 26 WITH BELL AND SPIGOT RUBBER GASKET JOINTS. SEWER LATERAL INSTALLATION SHALL BEGIN FROM THE DOWNSTREAM POINT OF CONNECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING MATERIAL FOR DEFICIENCIES TO BRING DRIVEWAY AND BUILDING PADS TO REQUIRED GRADE. 7. UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMATION ONLY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH WITH THE APPROPRIATE AGENCIES. NEITHER THE OWNER NOR THE CITY OR THE ENGINEER ASSUMES RESPONSIBILITY THAT THE UTILITIES AND UNDERGROUND FACILITIES INDICATED WILL BE THE UTILITIES AND UNDERGROUND FACILITIES ENCOUNTERED. 8. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, GRADING, ETC., AND TO AVOID ABRUPT OR APPARENT CHANGES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR ALL WORK SHOWN ON THIS PLAN. 10. THE CONTRACTOR SHALL APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 11. THESE PLANS SPECIFICALLY EXCLUDE ANY DESIGN LYING WITHIN THE BUILDING FOOTPRINT AND/OR ON TOP OF, OR PROTRUDING THROUGH THE CONCRETE SLAB. 12. ALL ON -SITE STORM DRAIN PIPES SHALL BE PVC SDR 35 WITH BELL AND SPIGOT RUBBER GASKET JOINTS PER ASTM D3034. 13. VVV V V V v v v v v ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS PLACEMENT OF DEBRIS BIN IN STREET, WORK IN SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00 AM AND 5:00 PM. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. A REMOVE/REPLACE UTILITIES ENCROACHMENT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATIONS, (4) ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. 17. IF GROUNDWATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE BASEMENT IT MUST BE FILTERED (BY AN APPROVED METHOD) BEFORE BEING DISCHARGED TO THE CITY'S STORM DRAIN SYSTEM. IF CONSTRUCTION OCCURS DURING THE RAINY SEASON, DEFINED AS FROM OCTOBER 15 TO APRIL 15, THE EXCAVATION AREA OF THE BASEMENT SHALL BE TARPED TO PREVENT RAINWATER FROM ENTERING THE SITE. 1. FITTINGS SHALL BE OF THE LONG PATTERN OR SHORT BODY TYPE AS SPECIFIED BY THE WATER DEPARTMENT AND CONFORM TO A.W.W.A. SPECIFICATION C-110 AND ASA SPECIFICATION A21.10. ALL MECHANICAL JOINT APPLICATIONS SHALL MEET A.W.W.A. SPECIFICATION C-111. 2. All fittings and valves shall be manufactured domestically. Their use with Polyvinyl Chloride Pressure Pipe shall be only with a mechanical joint or flange joint application as specified by the Water Department. 3. All buried iron or steel except stainless steel shall be epoxy coated (12 mil) by the fluidized bed process. 4. All stainless steel shall have a minimum grade of type 304. 5. All valves, tapping tees and mechanical joint fittings shall have complete stainless steel trim. Stainless steel trim consists of all bolts, nuts, and test plugs as required. The trim shall be installed as required during the fusion coating process. Fusion coating shall be accomplished by using a 12 mil coating of dry powder epoxy resin applied by use of the fluidized bed process. All spray -type applications of fusion coating are not acceptable. Supplier to provide certification that coating was done by fluidized bed process. Prior to fusion coating all fittings and valves, the rubber ring grooves shall be masked to prevent excessive fusion coating mil thickness buildup. After fitting dries, hand coat grooves to City Specification. 6. Gate valves shall be used up to eight inch in size. 7. Gate valves shall be Mueller, or approved equal, conforming to the requirements of A.W.W.A. Specification C-509-82 with iron body, bronze mounted, modified wedge disc and seat, non -rising stem, designed for 200 PSI cold water working pressure. Stem shall be fitted with a square wrench operating nut unless specified otherwise. Valves shall open counter -clockwise. Bronze operating nuts may be required. 8. Polyvinyl Chloride (PVC) Pressure Pipe shall conform to the requirements of A.W.W.A. Specification C900-81, class 150-200. Pipe shall be bell -end type only. Elastomeric gaskets shall conform to the requirements of A.S.T.M. F477. Installation of pipe shall conform to manufacturer installation guide unless otherwise stated by Water Department. 9. Polyvinyl Chloride Pressure Pipe (A.W.W.A. C900-81) shall meet A.S.T.M. D2241-80 (for maximum and minimum out -of -roundness) before installation. 10. Valve boxes shall be of the two part adjustable type with the letters "WATER" cast into the iron cover. The make and model shall be Christy No. G5, Brooks No. 3-RT or equal. Eight inch diameter extension to be one piece or as specifically approved. All steel lids shall be epoxy sand coated in pedestrian and driveway areas. 11. All meter, detection check, and double check -detector check pits and vaults shall be designed to carry expected traffic at site. Covers must have appropriate meter reading lids. All required steel lids shall be epoxy sand coated in pedestrian and driveway areas. 12. All fire service pipe and all domestic water service pipe over two inches in size within the right-of-way and buried between right-of-way and building shall meet all specifications 1-11. The water Department shall inspect and approve all underground installations. The type of pipe entering the building from underground shall meet all Building Department, Fire Department, and Water Department specifications and codes as required. 13. Any backflow prevention devices on fire system or domestic system will be installed as per City of Burlingame Engineering and/or Water Department requirements. Device control valves shall be manufactured in the U.S.A. Any backflow requirements must also meet San Mateo County and State Health Department Standards. All devices shall be tested and approved by a Certified Tester before City approval of water system. 14. Fire Systems: Except for Commercial and Retail areas, all new installations are responsibility of and shall be installed by private contractor and/or owner after plans have been approved by Water Department. After one year work warranty period, City is responsible for maintenance up to incoming nuts and bolts on detector check. The maintenance of the rest of the underground system, with the exception of the bypass meter and trim, is the responsibility of the private property owner. 15. A detector check valve shall be used in fire sprinkler systems serving buildings two stories or less in height. A double-check detector check valve, reduced pressure principle device, or other backflow protection as specified by the City shall be used in fire sprinkler systems serving buildings three stories or more in height. Detector check will be positive sealing with no backflow allowed. Detector check main valve seat must be bronze or stainless steel. Detector clapper or flapper will be of bronze or stainless steel construction with neoprene rubber face. No metal -to -metal seating allowed. Contact Water Department for City -approved units. A. Except for Commercial and Retail areas, detector check must be epoxy coated and placed in pit large enough for a man to work in. Pit must have reading lid centered over by-pass meter so that meter can be easily read by meter reader. Nuts and bolts that connect detector check to pipe run shall be stainless steel. Detector check body nuts and bolts do not have to be stainless steel. For detector check requirements for Burlingame Avenue and Broadway Commercial and Retail areas. 16. Construction of a fire service shall be installed by owner or owner's contractor upon obtaining a street encroachment permit and building permit. Water Department does not install fire services. 17. Any maintenance or repair work done on existing fire services shall meet Building and Water Department Specifications. 18. A detector check valve which shall be installed in a vault is required for each fire service not metered. 19. Additional backflow preventive equipment may be required at any time that the Director of Public Works or the Building Official determines it is necessary. 20. Compound or turbine meters as required will be supplied by City Water Department at owner's expense. 21. Testing of all fire service systems shall be at 225 psi minimum for two hours. 22. All rodding shall be stainless steel. 23. Fittings and valves installed adjacent to each other shall be flanged connections or shall be rodded together, all as approved by the Water Department. 24. All fittings and valves that are close together may require rodding as determined by the Water Department. 25. The Water Department reserves the right to make changes to these requirements as each individual job requires under the current adopted U.P.C. 26. All materials and workmanship, including trench backfill and paving, shall be maintained by the contractor a period of one year upon acceptance by the City. 1. CONTACT BUILDING DEPARTMENT FOR DETERMINATION OF PERMIT FEES AND APPLICATION FOR COMMERCIAL UTILITY SERVICES. (650) 558-7260 2. OBTAIN ENCROACHMENT PERMIT FOR STREET WORK AT ENGINEERING DEPARTMENT. (650) 558-7230 3. INSPECTIONS REQUIRED: MATERIAL INSPECTION BEFORE EXCAVATION, HOT TAP, THRUST BLOCKS, HYDRO TEST, AND FINAL BY WATER DIVISION. CONTACT THE WATER DIVISION FOR SCHEDULING. (650) 558-7683 4. 2" SERVICE AND UNDER, TO BE INSTALLED BY CITY WATER DIVISION AFTER APPROPRIATE FEES ARE PAID. CONTACT CITY WATER DIVISION TO DISCONNECT ALL UNUSED EXISTING WATER METERS AND WATER SERVICES. 5. PROVIDE DETAILED UTILITY SHEET SHOWING EXISTING UTILITY LOCATIONS, SIZE AND MATERIAL OF PROPOSED NEW UTILITY CONNECTIONS. 6. CITY WATER DIVISION TO APPROVE EXACT LOCATION OF STREET CROSSING OF WATER SERVICE LINE. UNDERGROUND SYSTEM TO BE TESTED AT 200 PSI FOR 2 HOURS. NEW DOMESTIC WATER PIPE INSTALLED REQUIRES DISINFECTION AND TESTING TO AWWA STANDARDS, WITNESSED BY BURLINGAME WATER DIVISION, AND SYSTEM FLUSH (5 MINUTE MINIMUM). OWNER/CONTRACTOR MUST COMPLY WITH THE MUNICIPAL REGIONAL STORMWATER PERMIT (MRP) FOR DISCHARGE WATER. 7. CITY OF BURLINGAME WATER SYSTEM STANDARD SPECIFICATIONS AVAILABLE AT www. Burlingame. org (DEPARTMENTS>ENGINEERING>CITYSTANDARD DETAILS> WATER DIVISION SPECIFICATIONS AND STANDARD DRAWINGS) 8. SHOW DETAIL FOR ANY IRRIGATION SYSTEM AND LOCATION OF PROPER USC APPROVED BACKFLOW DEVICE. SPECIFY SIZE, MANUFACTURER AND MODEL ON DRAWING 9. BACKFLOW PREVENTION SYSTEM MUST BE TESTED AND TAGGED BY SAN MATEO COUNTY "CERTIFIED BACKFLOW TESTER" BEFORE FINAL APPROVAL BY WATER DIVISION. FOR A LIST OF CERTIFIED TESTERS VISIT http: //smchealth.org OR CALL (650) 36 3- 4710. UNDERGROUND FIRE SYSTEM PLAN NOTES: 1. SHOW DETAIL FOR A USC APPROVED DOUBLE CHECK DETECTOR ASSEMBLY. SPECIFY SIZE, MANUFACTURER AND MODEL. MUST BE INSTALLED ABOVE GROUND AT PROPERTY LINE. 2. DOUBLE CHECK DETECTOR ASSEMBLY, MUST BE INSTALLED ABOVE GROUND IN BACK OF SIDEWALK BEFORE POST INDICATOR VALVE AND F.D.C. (POST INDICATOR VALVE NOT REQUIRED WHEN DCDA IS INSTALLED WITH INDICATING VALVES AND ELECTRONIC MONITORING) 3. FIRE DEPARTMENT CONNECTION RISER MUST BE FUSION EPDXY COATED DUCTILE IRON SPOOL. NO GALVANIZED PIPE WILL BE ALLOWED. 4. INSTALL CONCRETE THRUST BLOCKS BEHIND TAPPING TEE AND AT ELBOWS OR ANY CHANGES OF DIRECTION IN UNDERGROUND PIPING INCLUDING FIRE DEPARTMENT CONNECTION RISER. 5. $ 350.00 BYPASS METER FEE TO BE PAID TO CITY WATER OFFICE FOR BYPASS METER INSTALLATION BEFORE ANY EXCAVATIONS BEGINS. 6. ALL UNDERGROUND DUCTILE IRON PIPE (PIPE, FITTING, ECT.) SHALL BE FUSION EPDXY COATED (12 MIL. MINIMUM), AND ALL BOLT UP HARDWARE TO BE 316 STAINLESS STEEL 7. PIPE TYPE FOR FIRE LINE MUST BE C-900 CLASS 200 PER CITY SPECIFICATIONS. PROVIDE LOCATION (TRACER) WIRE OVER PVC PIPING; SEE TYPICAL TRENCH SECTION DETAIL. PIPING UNDER FOUNDATION/FOOTINGS TO BE DUCTILE IRON FLANGE TO FLANGE. 8. TYPICAL HOT TAP MATERIAL INCLUDE: MUELLER TAPPING VALVE AND JCM 316 STAINLESS STEEL TAPPING TEE WITH CHRISTY G5 VALVE BOX AND LID MARKED "WATER". TAPPING CONTRACTOR TO BE APPROVED BY THE CITY WATER DIVISION. 9. STAINLESS STEEL TAPPING TEE TO HAVE STAINLESS STEEL TEST PLUG ON TOP AND MUELLER VALVE TO HAVE STAINLESS STEEL HEX NUT HOLDING BRONZE OPERATING NUT. REQUIREMENTS FOR CONSTRUCTION OF BUILDING SEWERS IN PUBLIC RIGHT-OF-WAY 1. ALL NEW RESIDENTIAL, APARTMENT, INDUSTRIAL AND COMMERCIAL BUILDINGS SHALL REQUIRE A NEW SEWER LATERAL. A MINIMUM 4 INCH (4") LATERAL SHALL BE INSTALLED FOR 2 OR LESS APARTMENT UNITS AND A 6 INCH (6") LATERAL FOR MORE THAN 2 APARTMENT UNITS. ACTUAL SIZE DEPENDS ON NUMBER OF CONNECTED "FIXTURE UNITS" IN BUILDINGS. INDUSTRIAL AND COMMERCIAL BUILDINGS SHALL REQUIRE A MINIMUM 6 INCH (6") LATERAL. 2. THE LATERAL, INCLUDING CONNECTION TO THE MAIN, RISER AND WYE, SHALL BE CAST IRON, PLASTIC SDR 26, HIGH DENSITY POLYETHYLENE (HDPE), C-900, OR VITRIFIED CLAY PIPE IN CONFORMANCE WITH UNIFORM PLUMBING CODE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 3. MINIMUM SLOPE OF LATERAL SHALL BE 1/4 INCH (1/4") PER FOOT. OVER 3/8" IS NOT RECOMMENDED BECAUSE LIQUIDS TEND TO DRAIN AWAY, LEAVING SOLIDS TO CLOG THE PIPE. 4. A WYE CONNECTION MAY BE USED AT ANY DEPTH AND TO ANY SIZE OF MAIN. A SADDLE CONNECTION MAY BE USED ONLY AT A DEPTH OF 6 FEET (6') OR MORE AND TO A MAIN WHICH IS LARGER IN SIZE THAN THE LATERAL ITSELF. 5. A MANUFACTURER'S COUPLING WITH STAINLESS STEEL SHEAR BAND AND FOUR STRIPS SHALL BE USED FOR ALL JOINT CONNECTIONS. NO CONCRETE SHALL BE USED FOR JOINT CONNECTION. 6. REGARDLESS OF THE PIPE MATERIAL USED, THE BUILDING SEWER PIPE SHALL BE LAID ON A CONTINUOUS, FIRM BED THROUGHOUT ITS ENTIRE LENGTH. 7. THE DEPARTMENT OF PUBLIC WORKS SHALL INSPECT ALL SEWER CONNECTIONS BEFORE BACKFILLING. ALL BACKFILL MATERIALS SHALL BE APPROVED BY THE ENGINEER AND SHALL BE COMPACTED TO A MINIMUM OF 90% IN THE PLANTING STRIP AREAS AND 95% IN THE STREETS. TWENTY FOUR (24) HOURS NOTICE SHALL BE GIVEN FOR AN INSPECTION. 8. THE CLEANOUT SHALL BE LOCATED ADJACENT TO AND APPROXIMATELY 2 FEET TO 4 FEET (2' - 4') BACK FROM THE FACE OF THE CURB OR SHOULDER ALONG STREETS WITHIN EASEMENT LINES ALONG EASEMENTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE CLEANOUT IN PLANTING AREA SHALL BE SET 1 INCH TO 2 INCHES (1" - 2") ABOVE THE ADJACENT GRADE OR CURB GRADE. THE PAD AND SIDEWALK SHALL BE RAMPED FROM 6 INCHES (6") TO THE CLEANOUT LEVEL IN SIDEWALK AREA OR FROM 12 INCHES (12") OR MORE TO THE CLEANOUT LEVEL IN PLANTING AREA. PONDING OVER THE CLEANOUT IS PROHIBITED. CLEANOUT IN EASEMENT AREA SHALL BE 18 INCHES TO 24 INCHES (18" - 24") FROM FENCE. SEE STANDARD DRAWING SS-1 (5 OF 6) FOR CLEANOUT PLACEMENT GUIDELINES. 9. ON WORK IN STREETS, PAVEMENT SHALL BE SAW CUT AND REPLACED TO THE REQUIREMENTS OF THE ENGINEER BUT IN NO CASE SHALL BE LESS THAN 3 INCHES (3") A.C. ON 8 INCHES (8") CLASS 2 A.B.. EXCAVATION SHALL BE ACCOMPLISHED SO THAT TRENCH EDGES ARE STRAIGHT AND PARALLEL LINES AND NOR JAGGED BEFORE PAVEMENT RESTORATION. PAVEMENT SECTION SHALL BE REPLACED TO AT LEAST 6 INCHES (6") OUTSIDE OF ANY EXCAVATION AREA. 10. ALL TRENCHES OVER 5 FEET (5') IN DEPTH SHALL BE SHORED OR SLOPED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. O.S.H.A. PERMIT IS REQUIRED FOR ALL EXCAVATIONS OVER 5 FEET (5') IN DEPTH. 11. LATERAL LINES SHALL HAVE A MINIMUM COVER OF 18 INCHES (18") AND THE MAIN LINES SHALL HAVE A MINIMUM COVER OF 24 INCHES (24") IN PRIVATE PROPERTY. SEWER LATERALS IN STREET RIGHT-OF-WAY SHALL HAVE A 30 INCH (30") MINIMUM COVER. 12. ALL ABANDONED SEWER LATERALS SHALL HAVE THE WYES OR SADDLES REMOVED OFF THE MAIN. 13. ABANDONED BUILDING SEWER PIPE(S) (BUILDING TO STREET CLEANOUT) SHALL BE REMOVED, OR PROPERLY DISCONNECTED FROM THE BUILDING DRAIN AND THE CITY SEWER LATERAL AND PLUGGED AT BOTH ENDS WITH CONCRETE OR OTHER APPROVED MATERIALS/DEVICES. THE PLUG AT THE DOWNSTREAM (STREET) END OF THE BUILDING SEWER PIPE SHALL BE WITHIN 5 FEET OF THE PROPERLY LINE. CONTACT THE BUILDING OFFICIAL FOR LOCATION OF THE UPSTREAM END OF THE BUILDING SEWER. YOU MAY ALSO BE REQUIRED TO CAP THE UPSTREAM END OF THE CITY SEWER LATERAL (FROM THE SEWER MAIN) OR TO ENTIRELY REMOVE THIS LATERAL; CONTACT THE SEWER DEPARTMENT AT (650) 558-7674 FOR DETAILS. REMOVAL OR PLUGGING REQUIRED PERMITS, AND MUST BE INSPECTED AND APPROVED IN WRITING ON THE PERMITS BY THE CITY BUILDING AND PUBLIC WORKS INSPECTOR PRIOR TO BACKFILL. REQUIREMENTS FOR CONSTRUCTION OF BUILDING SEWERS IN PUBLIC RIGHT-OF-WAY DEPARTMENT OF PUBLIC WORKS 0 0 0 0 0 BUILDING PERMIT REV. 02 BUILDING PERMIT REV. 01 r DESCRIPTION w Ir SS OCEILir ES CIVIL ENGINEERING • LAND SURVEYING ROVIMEO FOR CODE COMPLIAN' OCT 30 2017 'I BUREAU VLR ITAS NORTH AMERICA, its REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of tho provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED 8Y DATE APPROVED BY DRAWING NO. DATE 08/19/2013 SS-1 (6 of 6) C-7 1491 & 1493 OAK GROVE AVENUE V CALIFORNIA SAN MATEO COUNTY BURLINGAME DRAWN BY: AAP DESIGNED BY: VPG CHECKED BY: DGM SCALE: NONE DATE: 03/31/17 DRAWING NO. 4107-DETAIL SHEET 7 OF 8 Alikkia---1 Construction Best Management Practices (BMPs) SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. Cl Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, steam cleaning equipment, etc. Spill Prevention and Control ❑ Keep spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times. ❑ inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthwork & Contaminated Soils Erosion Control ❑ Schedule grading and excavation work for dry weather only. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. Sediment Control Cl Protect storm drain inlets, gutters, ditches, and drainage courses with appropriate BMPs, such as gravel bags, fiber rolls, berms, etc. ❑ Prevent sediment from migrating offsite by installing and maintaining sediment controls, such as fiber rolls, silt fences, or sediment basins. ❑ Keep excavated soil on the site where it will not collect into the street. ❑ Transfer excavated materials to dump trucks on the site, not in the street. ❑ Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: • Unusual soil conditions, discoloration, or odor. • Abandoned underground tanks. • Abandoned wells ■ Buried barrels, debris, or trash. Paving/Asphalt Work Concrete, Grout & Mortar Application ❑ Avoid paving and seal coating in wet weather, or when rain is forecast before fresh pavement will have time to cure. O Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. U Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. Cl Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Completely cover or barricade storm. drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. ❑ Store concrete, grout and mortar under cover, on pallets and away from drainage areas. These materials must never reach a storm drain. ❑ Wash out concrete equipment/trucks onsite or in a contained area, so there is no discharge into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal offsite. Dewatering ❑ Effectively manage all run-on, all runoff within the site, and all runoff that discharges from the site. Divert run-on water from offsite away from all disturbed areas or otherwise ensure compliance. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine whether testing is required and how to interpret results. Contaminated groundwater must be treated or hauled off site for proper disposal. Storm drain polluters may be liable for fines of up to $10,000 per day! Painting & Paint Removal Painting cleanup Cl Never clean brushes or rinse paint containers into a street, gutter, storm drain, or surface waters. ❑ For water -based paints, paint out brushes to the extent possible. Rinse to the sanitary sewer once you have gained permission from the local wastewater treatment authority. Never pour paint down a drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of residue and unusable thinner/solvents as hazardous waste. Paint removal ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead or tributyltin must be disposed of as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. Landscape Materials ❑ Contain stockpiled landscaping materials by storing them under tarps when they are not actively being used. ❑ Stack erodible landscape material on pallets. Cover or store these materials when they are not actively being used or applied. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlinaame Builrlinn (nilnc REVIEWED FOR CODE Cfl WIL OCT 30 2011 BUREAU VERITAS NORTH AMERICA, IN APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE C-8 0 0 BUILDING PERMIT DESCRIPTION w ct CIVIL ENGINEERING • LAND SURVEYING Z W W QZ Z a. coco W CO H 0< UCC o- CC I — CO Z 0 U 1491 & 1493 OAK GROVE AVENUE CALIFORNIA SAN MATEO COUNTY BURLINGAME DRAWN BY: AAP DESIGNED BY: VPG CHECKED BY: DGM SCALE: NONE DATE: 03/31/17 DRAWING NO. 4107-CBMPP SHEET 8 OF 8 • Lu Z W •=t O 0 CONCRETE PAVERS (E) TREE TO REMAIN STIPA — ROS OFF GOT COG JAS POLY TUBULAR STEEL FENCE — w/ SELF -CLOSING GATE 6' HIGH, FLAT BLACK FINISH OLANDSCAPE PLAN SCALE: 1/8"=1'-0" CONCRETE PAVER WALKWAY 0' 4' 8' 16' BARK CHIPS, 3" LAYER PRU LUS BAM OLD PATIO, ci'xI2' CONCRETE SQUARES HEM SPP Plant List No. Botanical Name Common Name Qty' Size Remarks COT COG Cotinus coggyria Smoke Tree 3 24" box Evgn Tree PRU LUS Prunus lusitanica 'Standard' Portugal Laurel 6 24" box Evgn Tree BAM OLD Bambus Oldhamii Timber Bamboo 20 5 Gal Evgn Shrub CAM JAP Camellia japonica 'Pink' Japanese Camellia 3 5 Gal Evgn Shrub ERIG KAR Erigeron karvinskianis Santa Barbara Daisy 24 1 Gal Low Shrub HEM SPP Hemerocallis species Daylily, orange/ red blend 40 1 Gal Low Shrub LAV ASS Lavatera assurgentifolia N C N 3 5 Gal Evgn Shrub PEN SET Pennisetum x advena Red Fountain Grass 10 5 Gal Grassy Plant 'Rubrum' ROS OFF Rosmarinus officinalis Rosemary 30 1 Gal Groundcover 'Prostrata' STIPA Stipa tenuissima Mexican Feather 38 5 Gal Perennial Grass Grass SYZ PAN Syzygium paniculatum Australian Bush Cherry 5 5 Gal Evgn Shrub JAS POLY Jasminum polyanthem Pink Flowering Jasmine 24 15 Gal Espalier Vine PLANTING NOTES PNC 302 1. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ADMINISTRATION PRIOR TO EXCAVATION AND GRADING. 2. ALL PLANTING AREAS SHALL BE CLEARED OF WEEDS AND OTHER DEBRIS. THE CONTRACTOR SHALL VERIFY WITH THE OWNER WHICH EXISTING PLANTS ARE TO REMAIN. EXISTING PLANTS TO BE REMOVED SHALL BE VERIFIED WITH OWNER PRIOR TO REMOVAL. ALL IVY IN PROJECT AREA SHALL BE REMOVED; IVY SHALL BE SPRAYED WITH HERBICIDE TWO WEEKS PRIOR TO REMOVAL. REMOVAL OF EXISTING TREES SHALL BE CONFIRMED WITH THE LANDSCAPE ARCHITECT AND OWNER IN THE FIELD PRIOR TO REMOVAL. EACH TREE TO BE REMOVED SHALL HAVE A RED OR ORANGE TAPE SECURED TO A BRANCH. AND THE TRUNK SHALL BE CLEARLY MARKED WITH PAINT OF THE SAME COLOR. THE CONTRACTOR SHALL SUPPLY THE MATERIALS FOR MARKING THE TREES . THE TREE STUMPS AND ROOTS SHALL ALSO BE REMOVED, AND SURROUNDING SURFACE RE -GRADED AND RESTORED. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS SHOWN IN THE ARBORIST REPORT 4. SOIL TESTING SHALL BE UNDERTAKEN BY THE CONTRACTOR, AND PERFORMED BY A CERTIFIED LABORATORY. A COPY OF THE REPORT SHALL BE PROVIDED TO THE OWNER AND LANDSCAPE ARCHITECT. RECOMMENDATIONS FOR AMENDMENTS AND FERTILIZATION SHALL REFLECT THE NUTRIENT REQUIREMENTS OF SPECIFIED PLANT SPECIES 5. SOIL AMENDMENTS/ COMPOST SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS/ COMPOST SHALL BE APPLIED AT A RATE OF NO LESS THAN 4 CUBIC YARDS PER 1,000 SF TO A DEPTH OF 6 INCHES IN PLANTING AREAS. SOIL AMENDMENTS/ COMPOST SHALL HAVE THE FOLLOWING CONTENT: REDWOOD NITRIFIED COMPOST 40%. COARSE SAND 30%, BLACK TOPSOIL 30%. 6. PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (generally). THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH THE FOLLOWING MIXTURE: 80% TO 20% IMPORTED SOIL TO EXISTING SOIL. SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS 1 GALLON SIZE AND LARGER. BASINS SHALL BE MULCHED WITH A 3" LAYER OF BARK CHIPS, MINIMUM 1" IN SIZE. 7. ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 8. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIAMETER POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE -EIGHT BETWEEN TRUNK AND STAKE. ROOT BARRIERS FOR ALL TREES WITHIN EIGHT FEET OF PAVEMENT SHALL BE INSTALLED. BARRIERS SHALL BE PLASTIC AND EXTEND COMPLETELY AROUND THE ROOT BALL. WITH A SOIL SPACE OF NO LESS THAN 6". THE DIAMETER OF THE BARRIER SHALL BE 42" MINIMUM, AND EXTEND TO A DEPTH OF 24". 9. ESPALIER PLANTS SHALL BE FURNISHED WITH A PRESSURE TREATED WOOD TRELLIS. REFER TO DETAIL. 10. PLANTING AREAS SHALL BE COVERED WITH A THREE INCH LAYER OF BARK CHIPS. 11. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED. THE CONTROLLER SHALL INCLUDE A BATTERY BACK-UP, RAIN SENSOR, AND ET (EVAPOTRANSPIRATION) SENSOR. AREAS LESS THAN 10 FEET IN WIDTH SHALL BE WATERED WITH SUBSURFACE IRRIGATION DISCHARGE COMPONENTS. FOR NON-RESIDENTIAL INSTALLATONS. A SEPARATE SUBMETER SHALL BE INSTALLED FOR PLANTED AREAS OF 1,000 SF OR MORE. REVIEWED BURLINGAM BLDG DEPARTMENT This plan check shall net r,F construed to be a permit For, or and approval of any violation of the provisions or Burlingame Building Code, APPROVAL PENDING FINAL FIELD INSPECPON REVIEWED BY_ DATE Land Planning Concepts Landscape Architect Reg. 2324 923 Arguello Street Suite 200 Redwood City, California 94063 T 650-346-7645 F 650-367-8139 bacla@sbcglobal.net 1493 Oak Grove Avenue I 0) CO L 0 4— 0 REVIEWED FOR CC OCT 30 2 BUREAU VENITAS NOP SHEET TITLE Planting Plan REVISIONS No. Date Notes PROJECT #: DATE: 07-5-17 SHEET #: 7 ?LIANCE ICA, INE L 1.1 BACKFLOW DEVICE WATER METER CONCRETE PAVERS 3A0a0 MVO Z m STIPA ROS OFF ER1 KA COT COG ROS OFF 1" SCH 40 MAIN SUPPLY LINE JAS POLY LAV ASS DRIVEWAY IRRIGATION PLAN JAS POLY RAISED WOOD VEGETABLE BOXES 1/8' = 1'0" 1 CAM JAP. IRRIGATION /,. CONTROLLER ACCESS //////// SCH 40, 1" DIA MAIN SUPPLY LINE 6 10 12 14 lb 4 •i — BARK CH IRRIGATION SYSTEM - GENERAL NOTES 1. CONTRACTOR SHALL LOCATE UNDERGROUND SERVICES PRIOR TO EXCAVATING. 2. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE CLOCK WATERING CYCLE AND DURATION TO PREVENT RUN-OFF. HEADS SHALL BE ADJUSTED SO THAT SPRAY DOES NOT HIT EXISTING TREE TRUNKS. 3. PLAN IS DIAGRAMATIC. CONTRACTOR SHALL MAKE ADJUSTMENTS AS NECESSARY TO FACILITATE INSTALLATION. 4. CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING THAT ACCURATELY SHOWS FINAL SYSTEM AND PIPING LAYOUT. IRRIGATION SYSTEM PERFORMANCE CRITERIA 1. AN AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE INSTALLED ACCORDING TO LOCAL ORDINANCES AND BUILDING CODES. THE SYSTEM SHALL HAVE A DUAL PROGRAM CONTROLLER WITH RAIN SWITCH AND WATER BUDGETING FEATURE. 2. AN APPROVED BACKFLOW PREVENTER SHALL BE INSTALLED PER LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS. THE BACKFLOW DEVICE SHALL BE LOCATED IN THE VICINITY OF THE WATER METER. IF POSSIBLE. 3. MAIN SUPPLY LINES SHALL BE PVC SCHEDULE 40, SIZE AS NOTED, BURIED 24" DEEP. LATERAL SUPPLY LINES SHALL BE BURIED 18" DEEP. 4. SPRINKLER COMPONENTS SHALL INCLUDE THE FOLLOWING: —►�- BACKFLOW DEVICE, REDUCED PRESSURE n IRRIGATION CONTROLLER, LOCKABLE WALL DOUBLE CHECK TYPE MOUNTED EXTERIOR UNIT $- REMOTE CONTROL VALVES -=-i DRIP DISTRIBUTION TUBING HOSE BIBS, 3/4" MOUNTED ON 4 x 4 PRESSURE TREATED POST 5. REMOTE CONTROL VALVES SHALL BE ONE INCH DIAMETER, AND SUPPLY A TOTAL NUMBER OF HEADS NOT TO EXCEED 14 GALLONS PER MINUTE DISCHARGE FOR THE CIRCUIT. VALVES CONTROLLING DRIP CIRCUITS SHALL BE FURNISHED WITH AN IN -LINE FILTER, AND PRESSURE REGULATOR. 6. CONTRACTOR SHALL FLUSH ALL PIPES PRIOR TO INSTALLING SPRINKLER HEADS AND PRESSURE TEST THE MAIN SUPPLY LINE. A THOROUGH CHECK FOR ANY LEAKS SHALL BE PERFORMED. THE ENTIRE SYSTEM SHALL BE CHECKED FOR LEAKS PRIOR TO BACKFILLING OF TRENCHES. 7. CONTRACTOR SHALL FLUSH ALL PIPES PRIOR TO INSTALLING SPRINKLER HEADS AND PRESSURE TEST THE MAIN SUPPLY LINE. A THOROUGH CHECK FOR ANY LEAKS SHALL BE PERFORMED. THE ENTIRE SYSTEM SHALL BE CHECKED FOR LEAKS PRIOR TO BACKFILLING OF TRENCHES. PRU LUS 8. FOR DRIP IRRIGATION CIRCUITS, A PRESSURE REDUCING DEVICE AND IN -LINE FILTER SHALL BE BAM OLD HEM SPP INSTALLED. THE END OF THE SUPPLY LINE SHALL BE FURNISHED WITH A BALL VALVE. • MINIMUM CLEARANCE - FOR DOOR OPENING .:- WEATHER-PROOF ENCLOSURE • w/ LOCKABLE DOOR CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE & TYPE PER LOCAL CODES. ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE. NOTE: 6 STATION MODEL CONTROLLER. MOUNT CONTROLLER WITH LCD SCREEN 60" ABOVE FINISH GRADE. CONTROLLER TO BE HARD -WIRED TO GROUNDED 110 VAC SOURCE. AUTOMATIC CONTROLLER PIPING, VALVES. NIPPLES. ETC. SHALL BE THREADED BRASS OR L-TYPE COPPER FOR SIZES 2- OR LESS, AND BE FLANGED DUCTILE IRON, L-TYPE COPPER, OR THREADED BRASS FOR SIZE 2-1/2" OR GREATER. INSTALL TWO ADJUSTABLE PIPE SUPPORTS-GRINNEL OR APPROVED EQUAL FOR 2-1/2" OR LARGER TO WATER METER NOTES: Not to Scale APPROVED REDUCED PRESSURE BACKFLOW PREVENTOR 3" THICK PCC PAD MIN. 2' W DE FOR 2-1/2" OR LARGER STANDARD PCC THRUST BLOCKS. 2 CU. FT. FOR 2-1/2" OR LARGER REDUCED PRESSURE TYPE BACKFLOW PREVENTION DEVICES SHALL BE REQUIRED FOR ANY USE WHERE TOXIC MATERIALS ARE USED OR WHERE POSITIVE PROTECTION FOR THE PUBLIC WATER SUPPLY iS REQUIRED. TYPICAL APPLICATIONS INCLUDE: HOSPITALS, MED,CAL AND DENTAL LABORATORIES, MORTUARIES, INDUSTRIAL PLANTS, DRY CLEANERS, LANDSCAPE IRRIGATION, OR AS DETERMINED BY THE CITY. 2. APPROVED REDUCED PRESSURE TYPE BACKFLOW PREVENTION DEVICES SHALL BE LISTED IN THE LATEST EDITION OF THE CITY STANDARD PROVISIONS. 3. BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED ADJACENT TO AND ON PROPERTY SIDE OF SIDEWALK WHERE APPLICABLE. THE ASSEMBLY SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE WATER METER. 4. AU. DEVICES 3/4" TO 2" %LL HAVE FULL PORT DOMESTIC BALL VALVES, PATH THREADED ENDS. 3" AND LARGER DEVICES WILL HAVE RESIUENT SEATED GATE VALVES, WITH FLANGED ENDS. 5. PRESSURE DIFFERENTIAL VALVE IS TO BE AT LEAST 12' ABOVE GRADE TO A MAXIMUM OF 20'. 6. NO CONNECTION BETWEEN THE BACKFLOW PREVENTOR AND WATER METER WILL BE PERMITTED. BACKFLOW PREVENTORS SMALLER THAN 2.5" SHALL BE PLACED DIRECTLY BEHIND THE WATER METERS, UNLESS THERE IS A CONFLICT WITH OTHER UTILITIES, DRIVEWAYS OR SIDEWALKS. BACKFLOW PREVENTORS 2.5" OR LARGER SHALL BE PLACED AS CLOSE TO THE METER AS POSSIBLE. UNLESS AN EXEMPTION IS GRANTED BY THE PUBLIC SERVICES DEPARTMENT. IF AN EXEMPTION IS GRANTED, THE BACK FLOW PREVENTOR SHALL BE SCREENED WITH LANDSCAPING AND THE TRENCHES SHALL BE LEFT OPEN SO THAT THE CITY CAN VERIFY THAT THERE ARE NO CONNECTIONS BETWEEN THE BACKFLOW PREVENTOR AND THE METER. THE CITY RESERVES THE RIGHT TO TEST THE SYSTEM TO ENSURE THAT THESE REQUIREMENTS ARE MET. 7. WHERE A BACKFLOW PREVENTOR IS INSTALLED MORE THAN 8' BEHIND THE WATER OR IRRIGATION METER. THE PIPING BETWEEN THE BACKFLOW PREVENTOR AND THE METER SHALL BE ENCASED IN CONTROLLED DENSITY FILL (CDF). BACKFLOW PREVENTER REVIEWED BURLINGAME BLDG DEPARTML This plan check shall not be construed to be a permit For, or and approval UT any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE Not to Scale Land Planning Concepts Landscape Architect Reg. 2324 923 Arguello Street Suite 200 Redwood City, California 94063 T 650-346-7645 F 650-367-8139 bacla@sbcglobal.net - 1493 Oak Grove Avenue .co 0 0 W E 0) m REVIEWED FOR CODE OCT30�. BUREAU VERITAS NORTH SHEET TITLE Irrigation Plan REVISIONS No. Date Notes 07-7-17 DETAIL CALL - OUTS PROJECT #: DATE: 7-5-17 SHEET #: L 2.1 IPLIANCE ?ICA, INC. • 6'0" - 6 x 6 P.T. WOOD POSTS, 8'0" o.c. MAX. - 2 x 6 REDWOOD CAP - 1" TRIM CARRIAGE BOLTS PER CONNECTOR MANUFACUTURER'S SPECIFICATIONS WOOD FENCING 2'8" SQUARE, TYP. - POURED CONCRETE SQUARES, w/ FAUX STONE TEXTURING - GRAVEL FINES - r WELDED WIRE - MESH 6x6x10ga 6" - TOOLED EDGE - • . . . . B . v I B. . • q.0000o•• i u •' •rn•0000.. • o •Op OOo •e , ,���Ce.e , e0• a �• 0 00% 0 pe e0• e's ", `o' 00'. 0, eoa •, o' 0•'• O o . e 0 • C. • O O 0 •. •O. �- ��" •,,,‘• C ' 0 O 0 ••• „ O•'• • 9,,O •• O 0 •• " o. •• _ ♦ ••e0p. e• o 0 +1►1=11(i� 11(=11(I`-111=11(+=�I11-=11(1=j111=1111-III=11(i�lll=li(1= �I►1=11(+ (II I =IIIi=III i (I'll ii j 110 111I:7=IIII-UI I�IIIi Ili 1Ili =(II I=1111=(II 5" COMPACTED - BASEROCK - COMPACTED SUB -BASE PATIO PAVERS 42° 84" Note: Wall Planter at west side of building to be 9'4"L x 2'0"W - 4 x 4 REDWOOD POSTS • Z.Z. is •Ia• 4.. • - 2 x 12 REWOOD KICKBOARD - 6 x 6 POST ANCHOR - FINISH GRADE Ill��t� ga 15 DIA Not to Scale CONC. FOOTING w/ #4 STEEL VERT REINFORCEMENT & #3 CROSSBARS - GRAVEL FINES NOTE: PAVING STONES TO BE STAINED. SAMPLE PROVIDED TO OWNER FOR APPROVAL SIDE & END BOARDS FLUSH w/ POSTS - _ LANDSCAPE FABRIC 1-1/2 OZ. NON -BIODEGRADABLE TOP VIEW #10 x 3-1/2" PHILLIPS HEAD WOOD SCREWS, POLYMER COATED — - 2 x 6 REDWOOD BOARDS RAISED WOOD PLANTER BOXES Not to Scale ro 1- MF this space intentionally left blank REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline® START CONNECTION MALE ADAPTER AND TEE PVC OR POLY SUPPLY HEADER SEE SPECIFICATIONS FOR ROW SPACING PERIMETER LATERALS 2" TO 4" FROM EDGE Techline® CV DRIPLINE AREA PERIMETER PVC OR POLY EXHAUST HEADER MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY DIAGRAMMATIC TUBING LAYOUT NOTE: ALL COMPONENTS NETAFIM TECHLINE O EMITTER BUG ()UNIVERSAL Y4• TUBING STAKE Y4" DISTRIBUTION TUBING: O4 TOP OF MULCH O SINGLE -OUTLET BARB INLET X BARB OUTLET EMITTER 0)6" POLYETHYLENE TUBING O FINISH GRADE EMITTER INSTALLATION NOTES: 1. INSTALL EMITTERS AT EACH PLANT AS FOLLOWS: 2 EMITTERS DISCHARGING 0.50 GPH AT EACH ONE GALLON SIZE PLANT, 3 EMITTERS @ 1 GPH AT EACH FIVE GALLON SIZE PLANT, 3 EMITTERS @ 1.5 GPH AT EACH 15 GALLON SIZE PLANT, AND 4 EMITTERS DISCHARGING 2 GPH AT EACH NEW TREE. 2. INSTALL EMITTERS AT EQUIDISTANT POSITIONS AROUND OUTER ROOT BALL PERIMETER. 5 IRRIGATION TUBING & EMITTER INSTALLATION Not to Scale 1/2" TOOLED EDGE - PLANTER - IIi1=1Mi 71= IIII=11I16 llitIlli=— POURED CONC. BORDER 10" II a 111 #3 STEEL - o O nva�� . LJ 4:4' QaOGGO. —:11I1=1111 -�cs� =IIl1.==11f "v e� ill {1I1=111_ CONCRETE BORDER INSTALLATION PAVING STONE MATERIAL Description PAVETECH RIGID EDGING - 12" SPIKES @ - 12" o.c. Manufacturer CONCRETE PAVERS SET ON SAND LEVELING COURSE w/ 6" COMPACTED BASEROCK — /72///72F77P//// //•i7////// �G G o 0 G o 0 i G o 0 f✓ 0 0 O Q'O 7. p .� 111--=II(1=J111=11f1_I(1=1111=J1(I-=1I(I �IIIIT ,liI .11i1=J11 IT=�.IrIII =1III= 7(I Ilti. liIi=(If1=IIIt it1 /lII=IIII�(111=111 fl=(IIfT1► 6" COMPACTED BASEROCK COMPACTED SUBGRADE — PAVETECH EDGING INSTALLATION Style Pattern Color Size COMMUNITIY PATIO BELGARD Lafitt Grid Square Toscana Square, 15 x 15 WALKWAYS BELGARD Catalina Catalina "E" Bella UNIT PAVER WALK SCORELINES @ 6' o.c. MAX. — Not to Scale Mixed, rectangle & square, 6 x 6, 6 x 9, 12 x 12 NOTE: UNIT PAVER SAMPLES SHALL BE PROVIDED TO OWNER FOR APPROVAL 4" CONCRETE w/ #4 STEEL — @18" o.c. GRID — EXPANSION JOINTS AS NECESSARY •' 0o n •0 0 O O e c • e I o • • `o O G• e , e0/ o ' '• O O , •O aC Gaa :. • 0 0• � O O'•' • o o*4-0 •. C• 0 et", v 0 O. 0O CQa•e00 0 0 •- _111IIIf�1F!(0-�IIit I11�111 111(=(111� COMPACTED — SUB -BASE o •De 0 O cc" O o.° •O c •C G e CD ef OQ • u• O Oo O c • `+p O �0 • C ie•0 O 6" COMPACTED BASEROCK CONCRETE WALK Not to Scale DEPTH OF ROOT BALL +4"(1 &5GAL.) + 6" (15 GAL.) + 12" (24" & 36") NOTE: INSTALL ROOT BARRIER PANELS DIRECTLY ADJACENT TO PAVEMENT CURB. WALL OR FOOTINGS IN CASES WHERE TREE IS WITHIN 5', AND PER MANUFACTURER'S INSTRUCTIONS (i) TREE PLANTING TOP OF STAKE 6" BELOW HEAD ROOT BARRIER STAKES LOCATED AT OUTSIDE EDGE OF ROOT BALL PLANT HOLE DIAMETERS 42" FOR 15 GAL.. 60" FOR 24" BOX. BARK MULCH - 2" DEPTH CLEAR 1" FROM TRUNK 4" DEPTH OF ROOT BALL + 4- (1 & 5 GAL.) + 6" (15 GAL.) +12"(24"&36" BOX SIZES) I �,I I I I L I1 111 I IA OS V104"a C •• G�=00) to •o 41 `41i Not to Scale PLANT 1" HIGHER THAN SURROUNDING GRADE EARTH BERM. 4" - FINISH GRADE III —I III=111- SCARIFY WALLS OF PLANT HOLE FERTILIZER TABLETS BACKFILL MIX - COMPACTED NATIVE SOIL PLANT HOLE DIAMETERS 1 GAL: 18- 5 GAL: 24" 15 GAL: 36" SHRUB PLANTING Not to Scale 18" - 24" COILED WIRE WATERPROOF CONNECTORS Ari mai k 1lLik Rat. • •-s YIAI.I=ICI-;IAI.IyI=ICI=I=�-�•��I'� PRESSURE REGULATOR REMOTE CONTROL VALVE w/ WYE FILTER FINISH GRADE PLASTIC LOCKABLE VALVE BOX SCH 80 NIPPLE SCH 80 FITTINGS CONC. BLOCK SUPPORTS 3" PEA GRAVEL IRRIGATION VALVE & FILTER INSIDE VIEW NOTE: 1. COIL ADDITIONAL 9" OF TUBING IN EMITTER 80X TO FACILITATE MAINTENANCE. Not to Scale O DIFFUSER BUG CAP: RAIN BIRD DBC-025 (1 OF 2 SHOWN, 8 POSSIBLE) O UNIVERSAL YS" TUBING STAKE: RAIN BIRD TS-025 (1 OF 2 SHOWN, 8 POSSIBLE) 0Ys" DISTRIBUTION TUBING: RAIN BIRD XQ TUBING (1OF2 OWN, 8 (LENGTH SHREQUIRED) REVIEWED O SUBTERRANEAN EMITTER BOX: BURLINGAME BLDG DEPAPITMF RAIN BIRD SEB 7XB O MULTI -OUTLET EMISSION DEVICE: Thisplan check shall not be O TOP OF MULCH 0 FINISH GRADE O PRESSURE REGULATOR: RAIN BIRD PRS-050-30 0 PVC SCH 80 CLOSE NIPPLE 10 PVC SCH 40 TEE OR ELL RAIN BIRD XERI-BIRD XBD-81 Construed to be a permit For, or and approv1 of any violation of the provisions of Burlingame Building Cortes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE___, 0 PVC LATERAL PIPE 12 3" MINIMUM DEPTH OF 3'4" WASHED GRAVEL 0 XERI-BUG EMITTER, 1 GPH FLOW: RAIN BIRD XB-10PC (ONE OF 8 SHOWN, INCLUDED WITH XERI-BIRD XBD-81) MULTI -OUTLET EMITTER Not to Scale Land Planning Concepts Landscape Architect Reg. 2324 923 Arguello Street Suite 200 Redwood City, California 94063 T 650-346-7645 F 650-367-8139 bacla@sbcglobal.net • - 1493 Oak Grove Avenue L 0 9- Co U a) E co 0) i m BUREAU Vth SHEET TITLE Landscape Construction Details REVISIONS No. Date Notes PROJECT #: DATE: 7-5-17 SHEET #: L 3.1 CODE COMPLIANCE 30 2017 ='JORTH AMERICA, INC. SEE LANDSCAPE PLANS FOR TREE REMOVAL PLAN; TYP. (E) CONC. AREA TO BE REMOVED (E) STAIRS & PORCH TO BE REMOVED (E) CONC. AREA TO BE REMOVED SITE PLAN: DEMO I 1/8"=1'-0" • / 1 1 1'-72" — - X. X / I 1 I % —J CC I III1T i IIIII L I LIJ L r / //777/777/7777/77/2771/77i777 T////i/9i///////7177%/rriT///////////)/////////it7?////////////i///i//////J///////////////, - / (E) CONCRETE TO BE REMOVED; TYP. !%/z //i//// ((!u/i// ////////1/(/ /GGci/// //az/li////(([//4y1/Lzz/zz[i/1zLLG[j(i/.caii// rz(([/(jh_ — — — x (E) BUILDING TO BE REMOVED (E) STAIRS TO BE REMOVED (E) PAVING TO BE REMOVED 108'-61" _J (E) GARAGE TO BE REMOVED (E) FENCING TO BE REMOVED THROUGHOUT (E) DECK TO BE REMOVED (E) BUILDING TO BE REMOVED — (E) STAIRS TO BE REMOVED OAK GROVE AVE. rn o) N 1493 OAK GROVE AVE. REVIEI+ 1 FOR CODE Cafe" . ° -- OCT 3 0 2017 BUREAU VLRITAS NORM AMERICA, INC. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE N PROJECT NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV, 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SITE PLAN: DEMO AI.O TRUE NORTH 00 'O O 1 r �CO N 17'-108" 17'-108" f / -104/ 8'-72„ 8 1'-9 " / / 91„ / / 2 I • 4 li 2/A3.1 111'-71" j 6 8'-82" / 13'-93„ / 9'-14„ ►5: ►�H 3'-101" f 4/ 8'-78„ / 8'-82„ 4 t 17'-9" / 5'-6" • 24'-78" 13'-98" / 9'-1 1 " / 17'-9" / 5'-6" / 21 '-64" 2/A3.2 SITE PLAN: NEW 1/8"=1'-0" 108'-62" O00 ) -00 SIN 03 GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS @ ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. PROVIDE FLOOR DRAINS; SLOPE i"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL AND FIRE LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL FINISH TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, AND THEIR CONNECTION TO OTHER STRUCTURAL MEMBERS, ARE TO BE FIRE RATED. IF COLUMNS & POSTS ARE WITHIN WALLS, COLUMNS & POSTS TO BE INDIVIDUALLY ENCASED IN GYP. BD. IF COLUMN & POSTS ARE EXPOSED, COLUMNS & POSTS TO BE SPRAYED WITH INTUMESCENT PAINT. SEE SHEET A8.7 FOR ADDITIONAL DETAILS. 21. 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL. 22. SEE SHEET A8.1B FOR MATRICES SHOWING REQUIRED CONCRETE COVERAGE OVER REBAR FOR ALL CONCRETE SLABS, WALLS, BEAMS, AND COLUMNS. REM" 'Tit' rnflr I'orwLIRNC OCT 3 0 2017 BUREAU Yrtnrps Amin AMEERICA, INC, SHEET NOTES Ol (N) SIDEWALK AND CURB THROUGHOUT; O(E) STREET TREE TO REMAIN, 03 (N) PLANTERS & PLANTING; S.L.D. O (N) CURB CUT; S.C.D 05 (N) NON -OCCUPIABLE ROOF; SEE 0 (N) FENCE; S.L.D. S.C.D. & S.L.D. S.L.D FOR MORE INFORMATION A2 SERIES REVIEWED BURLINGAME BLDG f)EPAPTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE LEGEND PROPERTY LINE RATED WALL RATED WALL RATED WALL SERIES - - - - - - 1-HR. FIRE - - 2-HR. FIRE - - 3-HR. FIRE x.x WALL ASSEMBLY, SEE A8 DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT N NORTH TRUE NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ W C� O CY) TO.; wt- 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SITE PLAN: NEW A1.1 A C m ) cc u00 17'-108" DN 3.75% 8'-0" 2 z 2/A3.1 3'-10;1" ' / 4/ 8'-78„ / 8'-82" / 13' -4' 1'-91„ ELECTRICAL B101 3.0 1 STAIR #1 B0001 DN 8% PLAN: BASEMENT I 1/8" =1'-0" 5'-0" 17'-108" ELEV. MACH B102 111'-72" \/ 17' 9" UNIVERSAL l 3.0 I• I 22 4 11 2.2 J1(003) 3.0 f I (do /,i'1 ,-0„ 2.2 UNIVERSAL 07 04 2.2 UP 15% UNIVERSAL 1' -2" TYP. UP 12F , 11; 3.0 5' 6" 69666 9 24' 71 " UNIVERSAL GARAGE B100 UNIVERSAL 3.0 UNIVERSAL -8'-6"-- 1 1 ' - 0"//// 1 ' - 0" UP 12% 3.0 xX1,-0„ T' 0 7VS I3AINn I UNIVERSAL 1 '-0",f'/ TYP. TYP. 1 REVIEWED FOR CODE COMPLIANCE OCT 3 0 2017 BUREAU VERITAS NORTH AMERICA, INC. zoo cc -IN 7VS I3AINI7 3' -1 OA / 4/ 8'-78„ 6-6 45'-10" / 8'-82„ 13'-98" 2/A3.2 66-666 \/ 108'-62" 5' 0"d' 9'-14„ 21'-10" 7'-9„ f 5' 6'' / 21' 61" 30 1'-02„ N N) N cc GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, STRUCTURAL DRAWINGS FOR ADDITIONAL 2. SEE AO SERIES FOR ADDITIONAL SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, DOOR TAGS AND UNIT REFLECTED 4. SEE A6 SERIES FOR BUILDING 5. SEE A8 SERIES FOR WALL & FLOOR 6. SEE A9 SERIES FOR DOOR, WINDOW 7. SEE A10.1 FOR TYPICAL FOUNDATION 8. SEE A11.4 FOR GENERAL ACOUSTICAL 9. PROVIDE 1 HOUR CONSTRUCTION RESIDENTIAL UNITS AND BETWEEN AREAS (50 STC MIN.) PER 2016 10. ALL ROOF AREAS TO BE CLASS SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID WALL MTD. FIXTURES, ACCESSORIES, SHELVING, ETC. ALL BLOCKING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY PROTECTED BY APPROVED FIRE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © CONNECT/FLOW TO PLANTERS TO 15. ALL HABITABLE ROOMS SHALL BE 16. ALL UNITS TO HAVE UNIT ENTRY 17. PROVIDE FLOOR DRAINS; SLOPE 18. PAINT ALL EXPOSED MECHANICAL, LINES THROUGHOUT 19. 5 LB. CLASS ABC FIRE EXTINGUISHER INTERIOR SPACE IS WITHIN 75' NOT PROTRUDE MORE THAN 4" FOR RECESS CABINET INSTALLATION 20. SEE SHEET A8.1 B FOR MATRICES COVERAGE OVER REBAR FOR ALL AND COLUMNS. 21. AT THE TIME OF BUILDING PERMIT ENGINEERING WILL BE SUBMITTED 2013 CBC, CHAPTER 33 REGARDING ADJACENT PROPERTY AND AS REQUIRED WILL BE ADDRESSED: 21.1. THE WALLS OF THE PROPOSED SHORED, PRIOR TO CONSTRUCTION MAY NEED TEMPORARY SHORING. SHALL BE CONSULTED FOR SHORING SCHEME FOR THE DESIGN TYPE OF SHORING ENGINEER OF RECORD OR 21.2. ALL APPROPRIATE GUIDELINES INCORPORATED INTO THE SHORING CONTRACTOR. WHERE SPACE CONSTRUCTION SLOPES MAY MAXIMUM ALLOWABLE VERTICAL PROJECT WILL BE FIVE (5) BENCHES OF 5 FEET WIDE SHORES SHALL NOT EXCEED VERTICAL). IN SOME AREAS CONTECT/WATER TABLE, FLATTER WHICH WILL BE RECOMMENDED THE FIELD. 21.3. IF SHORING IS REQUIRED, SPECIFY SOLE RESPONSIBILITY IT IS SHORING, BRACING, FORMWORK, PROTECTION OF LIFE AND PROPERTY OF THE BUILDING. 21.4. SHORING AND BRACING SHALL FLOORS, ROOF AND WALL SHEATHING CONSTRUCTED. 21.5. SHORING PLANS SHALL BE ENGINEER -OF -RECORD AND REVIEW PRIOR TO CONSTRUCTION. SURCHARGE LOADS FROM ADJACENT WITHIN THE ZONE OF INFLUENCE SLOPE FROM THE BASE OF !.I _. -�' Si! 22. PROVIDE ROOM NAME SIGNAGE MECHANICAL, ELECTRICAL AND UTILITY PLUMBING, ELECTRICAL & SCOPE OF WORK. CLEARANCES & DETAIL NOT UNIT WALL TYPES, UNIT CEILING PLANS REFLECTED CEILING PLANS ASSEMBLIES & FINISH SCHEDULES DETAILS DETAILS WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND PUBLIC CBC SECTION 1207. "B" PER 2016 CBC TABLE 1505.1. & CONTINUOUS BACKING FOR ALL MILLWORK, EQUIPMENT RACKS, TO BE SAME GAUGE AS FRAMING WITH 2016 CBC SECTION 713, DAMPERS. S.M.D. FOR MORE PER 2016 CBC SECTION 714; ROOF AND DECK AREAS SHALL CITY SEWER, S.C.D. HEATED PER 2016 CBC 1204.1 SIGNAGE 4"/FOOT. PLUMBING, ELECTRICAL AND FIRE SPACED SO THAT EVERY TO AN EXTINGUISHER. CABINET TO INTO WALKWAYS, SEE 19/A11.4 DETAIL. SHOWING REQUIRED CONCRETE CONCRETE SLABS, WALLS, BEAMS, APPLICATION, PLANS AND FOR SHORING AS REQUIRED BY THE PROTECTION OF BY OSHA. THE FOLLOWING BASEMENT SHALL BE PROPERLY ACTIVITY. THIS EXCAVATION A COMPETENT CONTRACTOR RECOMMENDATIONS AND DESIGN OF EXCAVATION. THE RECOMMENDED SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO USAGE. OF OSHA SHALL BE DESIGN BY THE PERMITS, TEMPORARY BE UTILIZED IN LIEU OF SHORING. CUT FOR THE SUBJECT FEET. BEYOND THAT HORIZONTAL WILL BE REQUIRED. TEMPORARY 1 TO 1 (HORIZONTAL TO DUE TO HIGH MOISTURE SLOPES WILL BE REQUIRED BY THE SOILS ENGINEER IN ON THE PLANS WHO'S TO DESIGN AND PROVIDE ADEQUATE ETC. AS REQUIRED FOR THE DURING CONSTRUCTION REMAIN IN PLACE UNTIL HAVE BEEN ENTIRELY WET -STAMPED AND SINGED BY THE SUBMITTED TO THE CITY FOR IF APPLICABLE, INCLUDE STRUCTURES THAT ARE (45 DEGREE WEDGE UP THE THE RETAINING WALL) AND/OR . FOR ANY DOORS LEADING TO ROOMS; SEE 18 A0.9 SHEET NOTES ODEPRESSED SLAB ABOVE, FOR TOPPING SLAB S.S.D. OBELOW GRADE PERIMETER WATERPROOFING & DRAIN MAT (SHOWN DASHED) OTILE FLOORING AT HATCHED AREA PER FINISH SCHEDULE; DEPRESS SLAB 1/2" AT TILE AREAS OSTEEL STAIR FRAMING W/ PRECAST CONC. TREADS 0 FLOOR DRAIN, S.P.D. OOPENING IN SLAB ABOVE 07 LINE OF SOFFIT ABOVE; SEE R.C.P. OPARKING STRIPING AND NUMBERING, SEE A0.7 FOR REQUIREMENTS AT ACCESSIBLE SPACES ONO COLUMNS TO IMPEDE PARKING SPACE BY MORE THAN 6" (.7)) SPRAY -ON CEILING INSULATION PER TITLE 24, UNDER ALL HABITABLE AREAS AND UNITS ABOVE 0 CAR CHARGING EQUIPMENT, S.E.D. (1,3)5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL 0 TRENCH DRAIN; S.P.D. 0 1-1/2" 0 GUARD © 27" A.F.F.; PAINT LEGEND PROPERTY LINE RATED WALL RATED WALL RATED WALL SERIES - - 1-HR. FIRE - - - - 2-HR. FIRE - 3-HR. - - - FIRE x.x WALL ASSEMBLY, SEE A8 DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT N NORTH TRUE NORTH J tit NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR PLAN: BASEMENT A2.0 .1 I: VJ� _ILV i.►T3iO,'� SVLI213 vaunt' •uo!)rIn;3a.r !clot aou'a;els IeaapaJ Sue Jo uotlrlocR ui paauud oI uo!pnJJsuoa azuogine IOU saup sluawnaopio Ienoadde nwlnaa uetd 30031VI.1.N30Is321 VIN21odr1va 010Z 0 s3aoJ Jam vIN2IOd11vD Oloz 0 3aoa SaavaNV.Ls DNIa1Lr)fl N332I0 VINMI0311V3 OIOZ KINO 'Iv2I11131111.LS-S3UOJ ONIa1I11a VIN21( S3QOD'IVJINvaaa l VIN21OdI J OIOZ S3UO3 A0213N3 VIN'1Or111V3 OIOZ 0 s3000 DNIaAln7d VINaoariv3 can ❑ (33N 000t NO a3Sva) S3a0a.1VORIJ.J313 VIN21011-IVz 0I11t 0 S3aoa JNIu1IIIa vtMUO4I1va not ❑ HIJAt 3DNVTIdLJOD 1103 aaEOD 110i UaMaIARI O 00 A �o -I CD N O7 LO 0 PLAN: GROUND FLOOR I 1/8" = 11-0" 17'-108" 00 1' 91" / / 8' 778" 8 4 8'-82„ / 13'-q' 2/A3.1 111'-71' 61 7 / 9'-11„ 3.0 DN 3.75% T DN 8% 0.,1 100 7' J 106 EXIT PASSAGEWAY L kr 102 STAIR #1 B0001 13' - UP 15% rl 24' 0" CLR. MIN. GARAGE 101 5-O8" 8' 11 } I 2.5 o77 2.5 \/ L�= NORM 11.11.111 • 17'-9" 8 18'-0" r- 5' 6" 7VSd3AINn TYP. 20 1VSd3AINl1 cr 7VSd3AINn CO N 2J5 r-- i 108 r-I00 E3.1 1» �co • 24'-78" 17' -108" 8'-78„ 8'-82„ 2/A3.2 / 13'-98„ A�� 108'-62" 9'-14" / 17'-9" 5' 6" 9 21' 61" 1'- THIS PAGE WAS REVIS D Revision # / BYI/DATE S'z-Zo 0 ♦ In CO �100 'IN 00 SIN LO N A100 u) sURLING �� f EWER IS Pla Eh !,r ,DEPARTMENT ihls Plan cheCUk s QII not be consfrue0 to be a Perini `01 or antl approval of Many ,t D anon of the Provtslons o f 4 ngome Build:1N Cotles C INSPECnON NAC ?EVIEWED gY ---- -----DATE -- - 10 20 30 GRAPHIC SCALE IN FEET GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, STRUCTURAL DRAWINGS FOR ADDITIONAL 2. EE AO SERIES FOR ADDITIONAL 3. EE A5 SERIES FOR UNIT DIMENSIONS, TAGS AND UNIT REFLECTED CEILING 4. SEE A6 SERIES FOR BUILDING 5. SEE A8 SERIES FOR WALL & 6. SEE A9 SERIES FOR DOOR, WINDOW 7. SEE A10.1 FOR TYPICAL FOUNDATION 8. SEE A11.4 FOR GENERAL ACOUSTICAL 9. PROVIDE 1 HOUR CONSTRUCTION RESIDENTIAL UNITS AND BETWEEN AREAS (50 STC MIN.) PER 2016 10. ALL ROOF AREAS TO BE CLASS SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID WALL MTD. FIXTURES, ACCESSORIES, SHELVING, ETC. ALL BLOCKING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY PROTECTED BY APPROVED FIRE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM SEE SHEET A11.7 FOR MORE 14. ROOF AND OVERFLOW DRAINS CONNECT/FLOW TO PLANTERS 15. ALL HABITABLE ROOMS SHALL 16. ALL UNITS TO HAVE UNIT ENTRY 17. PROVIDE FLOOR DRAINS; SLOPE 18. PAINT ALL EXPOSED MECHANICAL, LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION TRANSITIONS 20. ALL STRUCTURAL COLUMNS & OTHER STRUCTURAL MEMBERS, COLUMNS & POSTS ARE WITHIN INDIVIDUALLY ENCASED IN GYP. EXPOSED, COLUMNS & POSTS PAINT. SEE SHEET A8.7 FOR ADDITIONAL 21. 5 LB. CLASS ABC FIRE EXTINGUISHER INTERIOR SPACE IS WITHIN 75' NOT PROTRUDE MORE THAN 4" RECESS CABINET INSTALLATION 22. SEE SHEET A8.1B FOR MATRICES COVERAGE OVER REBAR FOR ALL AND COLUMNS. 23. PROVIDE ROOM NAME SIGNAGE MECHANICAL, ELECTRICAL, AND PLUMBING, ELECTRICAL & SCOPE OF WORK. CLEARANCES & DETAIL NOT SHOWN UNIT WALL TYPES, UNIT DOOR PLANS REFLECTED CEILING PLANS FLOOR ASSEMBLIES & FINISH SCHEDULES DETAILS DETAILS WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND PUBLIC CBC SECTION 1207. "B" PER 2016 CBC TABLE 1505.1. & CONTINUOUS BACKING FOR ALL MILLWORK, EQUIPMENT RACKS, TO BE SAME GAUGE AS FRAMING WITH 2016 CBC SECTION 713, DAMPERS. S.M.D. FOR MORE PER 2016 CBC SECTION 714; INFORMATION © ROOF AND DECK AREAS SHALL TO CITY SEWER, S.C.D. BE HEATED PER 2016 CBC 1204.1 SIGNAGE 4"/FOOT. PLUMBING, ELECTRICAL AND FIRE OF EXTERIOR WALL FINISH POSTS, AND THEIR CONNECTION TO ARE TO BE FIRE RATED. IF WALLS, COLUMNS & POSTS TO BE BD. IF COLUMN & POSTS ARE TO BE SPRAYED WITH INTUMESCENT DETAILS. SPACED SO THAT EVERY TO AN EXTINGUISHER. CABINET TO INTO WALKWAYS, SEE 19/A11.4 FOR DETAIL. SHOWING REQUIRED CONCRETE CONCRETE SLABS, WALLS, BEAMS, FOR ANY DOORS LEADING TO UTILITY ROOMS; SEE 18/A0.9 A SHEET NOTES 0 PROVIDE (N) SIDEWALK AND CURB THROUGHOUT; S.C.D. & S.L.D. OPARKING STRIPING AND NUMBERING, SEE A0.7 FOR REQUIREMENTS AT ACCESSIBLE SPACES 0 MOTORIZED GARAGE DOOR; SEE DOOR SCHEDULE 0 (N) CURB CUT; S.C.D. 0 FLOOR/ROOF ABOVE, TYP. 06 (N) FENCE; S.L.D. 0 LANDSCAPING, S.L.D.; TYP. 08 BIKE RACKS; CYCLE SAFE U/2 RACKS OR EQUAL 09 FLOOR/AREA DRAIN; S.C.D., S.L.D., S.P.D. 0 (N) STREET TREE; S.L.D. 11 NO COLUMNS TO IMPEDE PARKING SPACE BY MORE THAN 6" SPRAY -ON CEILING INSULATION PER TITLE 24, UNDER ALL 12 HABITABLE AREAS AND UNITS ABOVE 13 MAINTAIN MIN. 8'-2" VERTICAL CLEARANCE FROM BUILDING ENTRY TO ACCESSIBLE PARKING, AND AT ACCESSIBLE PARKING SPACE 0 RAIN WATER LEADER (RWL) OUTLET AND SPLASH GUARD 0 64 GALLON TRASH RECEPTACLES 16 GAS METERS; S.P.D. 0 PEDESTRIAN GATE 0 42" CONCRETE GUARD WALL; PAINT O5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY 19INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL 0 SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1/4" PER FOOT. SEE 9/A0.7 FOR ADDITIONAL NOTES 0 CMU PLANTER WALL; FINISH TBD BY ARCHITECT LEGEND PROPERTY LINE RATED WALL RATED WALL RATED WALL SERIES - - 1-HR. FIRE - - - 2-HR. FIRE - - - - 3-HR. FIRE x.x WALL ASSEMBLY, SEE A8 DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT N NORTH TRUE NORTH\--:D NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w > R'CEIVED Q MAY -5 \LI_LT? eURulNbM:41E 0 � (n) Y L1J O 1< co 0 z � J CO %II%dI 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET /4\ 03-06-2020 BUILDING ENTRY A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED zw- FLOOR PLAN: GROUND FLOOR el- kr) A2.1 cC) A B D N 000 1 a) '-IN (0 N V) N 17'-105" 'o - N K) K) K) 00 j'-104/ 1, 92" / / /5'-112"0 I -W 07- ram 4 17'-108" Al1.8 8'-77„ -b E0.5 E0.5 8'-82„ 2/A3.1 ALL SIDES El.6 -- A11.8 -:�1 8-8,. 1) CLR.J E2.5 51 „ o0 2 UNIT Al 202 ALL SIDES w • T 2 A1 1.8i E0.2 00 6" J UI 3'-6" / / 13'-98" FILE COPY REVIEWtD BURGUNGAME BLDGaDEPARTMENT al rmt it e •onsirued to be pe For,o( and approval of any vlolotlonoo e pro nlsions of 9 Codes if Eutlln9 �ppffpVAL PENDING FINAL FIELD INSPECTIONDATE __ REVIEWED 9Y_____---- 6'-7" -1- 6' L-I N E0.2 E0.2 .4 • I 7 W-03> r W- 23> ALIGN 17'-9" UNIT B 201 a 5'-6" 2'-O2'/ r ce/ 81„ 2 0 O 00 00` I 2.3 0 -J I Ol 0 <W-05> UNIT C 203 R- \ / \ 13' 52 CLR. 8'-78„ / 8'-81" / 13'-98„ 2/A3.2 PLAN: 2ND FLOOR I 1/8" = 1'-0" 6 108' 65" 0.2 To 1.2 L ALIGN oq E0.2 - 5- 2 <W-02> <w-01> EO.2 / 4' 2), 24'-71" 17'-9" / 5'-6" / 8 9 K) K) In L0 '-IN I\ N REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH ❑ 2010 CALIFORNIA BUILDING CODES ❑ 2010 CALIFORNIA ELECTRICAIPCODES (BASED ON 200E NEC)' ❑ 2010 CALIFORNIA PLU1VBING CODES ❑ 2010 CALIFORNIA ENERGY CODES 2010 ALIFORNIA MECHANICAL CODES IFORNIA BUILDING CODES -STRUCTURAL ONLY 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE ❑ 2010 CALIFORNIA FIRE CODES ❑ 2010 CALIFORNIA RESIDENTIAL CODE Plan review approval of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. BY: RURFAC7'7ERITAS \TOPT 1-. 1Ek1C.k, INC. 1 \ cit/Zi i B ")o 1 D (0 N 1 N K) co THIS PAGE WAS REVISED Revision # BY VDAI_: ('r Zo GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, STRUCTURAL DRAWINGS FOR ADDITIONAL 2. SEE AO SERIES FOR ADDITIONAL 3. SEE A5 SERIES FOR UNIT DIMENSIONS, DOOR TAGS AND UNIT REFLECTED 4. SEE A6 SERIES FOR BUILDING 5. SEE A8 SERIES FOR WALL & 6. SEE A9 SERIES FOR DOOR, WINDOW 7. SEE A10.1 FOR TYPICAL FOUNDATION 8. SEE A11.4 FOR GENERAL ACOUSTICAL 9. PROVIDE 1 HOUR CONSTRUCTION RESIDENTIAL UNITS AND BETWEEN AREAS (50 STC MIN.) PER 2016 10. ALL ROOF AREAS TO BE CLASS SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID WALL MTD. FIXTURES, ACCESSORIES, SHELVING, ETC. ALL BLOCKING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY PROTECTED BY APPROVED FIRE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM SEE SHEET A11.7 FOR MORE 14. ROOF AND OVERFLOW DRAINS CONNECT/FLOW TO PLANTERS 15. ALL HABITABLE ROOMS SHALL 16. ALL UNITS TO HAVE UNIT ENTRY 17. PROVIDE FLOOR DRAINS; SLOPE 18. PAINT ALL EXPOSED MECHANICAL, LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION TRANSITIONS 20. ALL STRUCTURAL COLUMNS & OTHER STRUCTURAL MEMBERS, COLUMNS & POSTS ARE WITHIN INDIVIDUALLY ENCASED IN GYP. EXPOSED, COLUMNS & POSTS PAINT. SEE SHEET A8.6 FOR ADDITIONAL 21. 5 LB. CLASS ABC FIRE EXTINGUISHER INTERIOR SPACE IS WITHIN 75' NOT PROTRUDE MORE THAN 4" RECESS CABINET INSTALLATION 22. PROVIDE ROOM NAME SIGNAGE MECHANICAL, ELECTRICAL, AND PLUMBING, ELECTRICAL & SCOPE OF WORK. CLEARANCES & DETAIL NOT SHOWN UNIT WALL TYPES, UNIT CEILING PLANS REFLECTED CEILING PLANS FLOOR ASSEMBLIES & FINISH SCHEDULES DETAILS DETAILS WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND PUBLIC CBC SECTION 1207. "B" PER 2016 CBC TABLE 1505.1. & CONTINUOUS BACKING FOR ALL MILLWORK, EQUIPMENT RACKS, TO BE SAME GAUGE AS FRAMING WITH 2016 CBC SECTION 713, DAMPERS. S.M.D. FOR MORE PER 2016 CBC SECTION 714; INFORMATION © ROOF AND DECK AREAS SHALL TO CITY SEWER, S.C.D. BE HEATED PER 2016 CBC 1204.1 SIGNAGE 4"/FOOT. PLUMBING, ELECTRICAL AND FIRE OF EXTERIOR WALL FINISH POSTS, AND THEIR CONNECTION TO ARE TO BE FIRE RATED. IF WALLS, COLUMNS & POSTS TO BE BD. IF COLUMN & POSTS ARE TO BE SPRAYED WITH INTUMESCENT DETAILS. SPACED SO THAT EVERY TO AN EXTINGUISHER. CABINET TO INTO WALKWAYS, SEE 19/A11.4 FOR DETAIL FOR ANY DOORS LEADING TO A UTILITY ROOMS; SEE 18/A0.9 SHEET NOTES 0 FLOOR/ROOF ABOVE, TYP. 0 EDGE OF BUILDING/ROOF BELOW 03 TRELLIS, SEE Al1.9A ORAIN WATER LEADER (RWL); S.P.D. O5 FLOOR/AREA DRAIN; S.C.D., S.L.D., S.P.D. 6 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL OROOF PARAPET; SEE ROOF DETAILS 0 MECHANICAL EQUIPMENT; S.P.D. & S.M.D. 0 NON -OCCUPIABLE CLASS "B" ROOF; SEE A8.3 0 SLOPE ROOF TO DRAIN AT 1/4" PER FOOT MIN. LEGEND NON -OCCUPIABLE ROOF SLOPE UNIT CONDENSER ROOFTOP WALK PAD ROOF DRAIN WITH ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR PROPERTY CLASS "B" ROOF; SEE A8.3 MECHANICAL EQUIPMENT, S.M.D. OVERFLOW DRAIN; S.P.D. PRODUCTS RJ1818; ADDITIONAL INFORMATION, VENT DETAILS PRODUCTS RJ1010; ADDITIONAL INFORMATION, VENT DETAILS LINE RATED WALL RATED WALL RATED WALL SERIES LEADER (RWL); S.P.D. --> 00 X - - ----- 1-HR. FIRE 2-HR. FIRE - - - , - 3-HR. FIRE x.x WALL ASSEMBLY, SEE A8 O RAIN WATER DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT NORTH N TRUE NORTH\--3) NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners RECEIVED MAY - 5 2020 WBUILDING DEPT. CITY OF BURLINGAME 0 0 < 1:: b Ct U u LLI < (4) sf. co 0 ci) z mti• 1- J ill CI V-* [t CT) -") � el -mg 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET Al 03-21-2019 GAS METERS A 07-01-2019 UNIT D A 11-15-2019 HORIZONTAL EXIT A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED MM FLOOR PLAN:ex- `+ 2ND FLOOR tp A2.2 0 07) B N �ICV /\ 8 N N) 17' -1 Og" �8 N rnI71- N) �LI") r0Id 17'-108" /'-104/ 2"-1 18"I <W-07 ALL SIDES W-07> -104/ 88 8'-78" 8'-78„ / 8' - 82 ALL SIDES 8' -82„ -5 / 4,4' 2/A3.1 13'-98" I�\ 1 1 1'-71" 6 )T 6-7 --/- 6' ORRIDOR 000 13'-98" 2/A3.2 13' - 9' 14„ ALIGN CLR. PLAN: 3RD FLOOR I 1/8" = 11-0" 6 108' 68" 9' UNIT B 17' 9" UNIT C /4'-7"/ 7� 8 I 8 / 5' 6" 2'-O8 / NEI MEI 17' 9" -28 / / 5'-6" J E0.2 24'-78" 88' 21'-64" N) LC) LOCO I • N i Inc° -00 GO Igo 0 w B D -02„ / HS9p GE W ASI REVISE N 1' pV1sion #3 S. Z � i� DAZE BY GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, STRUCTURAL DRAWINGS FOR ADDITIONAL 2. SEE AO SERIES FOR ADDITIONAL 3. SEE A5 SERIES FOR UNIT DIMENSIONS, DOOR TAGS AND UNIT REFLECTED 4. SEE A6 SERIES FOR BUILDING REFLECTED 5. SEE A8 SERIES FOR WALL & FLOOR 6. SEE A9 SERIES FOR DOOR, WINDOW 7. SEE A10.1 FOR TYPICAL FOUNDATION 8. SEE Al1.4 FOR GENERAL ACOUSTICAL 9. PROVIDE 1 HOUR CONSTRUCTION RESIDENTIAL UNITS AND BETWEEN AREAS (50 STC MIN.) PER 2016 10. ALL ROOF AREAS TO BE CLASS "B" SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID WALL MTD. FIXTURES, ACCESSORIES, SHELVING, ETC. ALL BLOCKING TO OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY PROTECTED BY APPROVED FIRE DAMPERS. INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM SEE SHEET Al1.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © CONNECT/FLOW TO PLANTERS TO 15. ALL HABITABLE ROOMS SHALL BE 16. ALL UNITS TO HAVE UNIT ENTRY 17. PROVIDE FLOOR DRAINS; SLOPE 4"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, OTHER STRUCTURAL MEMBERS, ARE COLUMNS & POSTS ARE WITHIN INDIVIDUALLY ENCASED IN GYP. BD. EXPOSED, COLUMNS & POSTS TO PAINT. SEE SHEET A8.6 FOR ADDITIONAL 21. 5 LB. CLASS ABC FIRE EXTINGUISHER INTERIOR SPACE IS WITHIN 75' TO NOT PROTRUDE MORE THAN 4" INTO RECESS CABINET INSTALLATION DETAIL 22. PROVIDE ROOM NAME SIGNAGE FOR MECHANICAL, ELECTRICAL, AND UTILITY PLUMBING, ELECTRICAL & SCOPE OF WORK. CLEARANCES & DETAIL NOT SHOWN UNIT WALL TYPES, UNIT CEILING PLANS CEILING PLANS ASSEMBLIES & FINISH SCHEDULES DETAILS DETAILS WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND PUBLIC CBC SECTION 1207. PER 2016 CBC TABLE 1505.1. & CONTINUOUS BACKING FOR ALL MILLWORK, EQUIPMENT RACKS, BE SAME GAUGE AS FRAMING WITH 2016 CBC SECTION 713, S.M.D. FOR MORE PER 2016 CBC SECTION 714; ROOF AND DECK AREAS SHALL CITY SEWER, S.C.D. HEATED PER 2016 CBC 1204.1 SIGNAGE PLUMBING, ELECTRICAL AND FIRE EXTERIOR WALL FINISH AND THEIR CONNECTION TO TO BE FIRE RATED. IF WALLS, COLUMNS & POSTS TO BE IF COLUMN & POSTS ARE BE SPRAYED WITH INTUMESCENT DETAILS. SPACED SO THAT EVERY AN EXTINGUISHER. CABINET TO WALKWAYS, SEE 19/A11.4 FOR ANY DOORS LEADING TO 8 ROOMS; SEE 18/A0.9 SHEET NOTES 0 FLOOR/ROOF ABOVE, TYP. OEDGE OF BUILDING/ROOF BELOW 0 TRELLIS, SEE Al1.9A 04 RAIN WATER LEADER (RWL); S.P.D. OFLOOR/AREA DRAIN; S.C.D., S.L.D., S.P.D. 6 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL 8 ROOF PARAPET; SEE ROOF DETAILS Og MECHANICAL EQUIPMENT; S.P.D. & S.M.D. 09 NON -OCCUPIABLE CLASS "B" ROOF; SEE A8.3 0 SLOPE ROOF TO DRAIN AT 1/4" PER FOOT MIN. LEGEND "B" ROOF; SEE A8.3 EQUIPMENT, S.M.D. DRAIN; S.P.D. PRODUCTS RJ 1818; ADDITIONAL INFORMATION, VENT DETAILS PRODUCTS RJ1010; ADDITIONAL INFORMATION, VENT DETAILS LINE RATED WALL RATED WALL RATED WALL LEADER (RWL); S.P.D. NON -OCCUPIABLE CLASS -> ROOF SLOPE UNIT CONDENSER MECHANICAL ROOFTOP WALK PAD ROOF DRAIN WITH OVERFLOW ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR PROPERTY 00 X - - 1-HR. FIRE ----- 2-HR. FIRE - - 3-HR. FIRE - - x.x WALL ASSEMBLY, SERIES SEE A8 O RAIN WATER DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT NORTH N TRUE(11131 r, NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET 8 03-21-2019 GAS METERS A 07-01-2019 UNIT D 11-15-2019 HORIZONTAL EXIT A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR PLAN: 3RD FLOOR A2.3 A B D N F� CO N N) N N N N ND 17'-108" 1' 91„ 17'-108" 3'-1 0-1 / 4/ 8'-77„ / 2'-112" 91,, / / 2 -104/ 8'-77" 15 j 8'-82„ / 3'- 11 2/A3.1 13'-98" 8'-82" / 13'-98" 2/A3.2 PLAN: 4TH FLOOR I 1/8" =1'-0" 108'-68" SEE A3 SERIES 17'-9" 8 9 5'-6" 2'-O2'% 3,-82„ SEE A31 SERIES E1.3 i SEE A3 SERIES 2" / / 24'-78" E0.3 SEE A3 SERIES E0.3 SEE A3 SERIES SEE A3 SERIES 17'-9" / 5'-6" / 21 1" 8 '-IN I • N i u0 tr) CO ro N '-IN A D I N Q N c0 ND co s 14IIII' de GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SEE SHEET Al 1.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © ROOF AND DECK CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. PROVIDE FLOOR DRAINS; SLOPE i"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, AND THEIR OTHER STRUCTURAL MEMBERS, ARE TO BE FIRE COLUMNS & POSTS ARE WITHIN WALLS, COLUMNS INDIVIDUALLY ENCASED IN GYP. BD. IF COLUMN EXPOSED, COLUMNS & POSTS TO BE SPRAYED WITH PAINT. SEE SHEET A8.6 FOR ADDITIONAL DETAILS. 21. 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, RECESS CABINET INSTALLATION DETAIL 22. PROVIDE ROOM NAME SIGNAGE FOR ANY DOORS LEADING MECHANICAL, ELECTRICAL, AND UTILITY ROOMS; SEE ELECTRICAL & WORK. DETAIL NOT SHOWN TYPES, UNIT PLANS BETWEEN AND PUBLIC TABLE 1505.1. BACKING FOR ALL RACKS, AS FRAMING SECTION 713, FOR MORE SECTION 714; AREAS SHALL CBC 1204.1 AND FIRE FINISH CONNECTION TO RATED. IF & POSTS TO BE & POSTS ARE INTUMESCENT THAT EVERY CABINET TO SEE 19/A11.4 FOR TO /� / \ 18/A0.9 SHEET NOTES THIS PAGE 1 FLOOR/ROOF ABOVE, TYP. Revision # OEDGE OF BUILDING/ROOF BELOW By ec 0 TRELLIS, SEE A11.9A DATF 0 RAIN WATER LEADER (RWL); S.P.D. 0 FLOOR/AREA DRAIN; S.C.D., S.L.D., S.P.D. 6 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, FOR RECESS CABINET INSTALLATION DETAIL 07 ROOF PARAPET; SEE ROOF DETAILS OMECHANICAL EQUIPMENT; S.P.D. & S.M.D. 09 NON -OCCUPIABLE CLASS "B" ROOF; SEE A8.3 0 SLOPE ROOF TO DRAIN AT 1 /4" PER FOOT MIN. WA S REVISED 1 THAT EVERY CABINET TO SEE 19/A11.4 LEGEND NON -OCCUPIABLE ROOF SLOPE UNIT CONDENSER ROOFTOP WALK PAD ROOF DRAIN WITH ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR PROPERTY CLASS "B" ROOF; SEE A8.3 MECHANICAL EQUIPMENT, S.M.D. OVERFLOW DRAIN; S.P.D. PRODUCTS RJ1818; ADDITIONAL INFORMATION, VENT DETAILS PRODUCTS RJ 1010; ADDITIONAL INFORMATION, VENT DETAILS LINE RATED WALL RATED WALL RATED WALL SERIES LEADER (RWL); S.P.D. 00 X/' ►� - - ----- 1-HR. FIRE 2-HR. FIRE 3-HR. FIRE x.x WALL ASSEMBLY, SEE A8 O RAIN WATER DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT NORTH N TRUE NORTH IE1_91 NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners u.i w ct C� O C3*-; 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET A 03-21-2019 GAS METERS A 07-01-2019 UNIT D 0 11-15-2019 HORIZONTAL EXIT 0 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR PLAN: 4TH FLOOR A2.4 1 A B N O) CD '-IN 2. N / PLAN: 5TH FLOOR I 1/8" = 1'-0" 17'-101' 17'-108" -104/ 1, 91" / / 8'-78" / / -104/ 8' 77„ 8 00 A% / 8'-81„ 8'-8" CLR. E2.6 TYP. 8' -8-1„ 2/A3.1 8' 13'-98" 6-7" -/- 6'-3„ 13'-98" fz10" 13'-5-1" CLR. / 5 6 1 2/A3.2 \� 108' 6g" 9' 1 A SEE A3 SERIES SEE A3 SERIES UNIT D f 4'-7" 17'-9" 17' 9" 8 9 \/ / 5'-6" 2' O8'% / SEE A3 SERIES <W-02> Kw-0,> 5'-6"� 3' - <w-o <W-02> <w-o1> / 5'-6" / EO.2 E0.3 EO.3 24'-78" SEE A3 SERIES SEE A3 SERIES SERIES SEE A3 SERIES E0.2 SEE A3 SERIES 8" \i N 8 9 u � 1,0 N 21' N No 1n D CO rola) 1'-OZ" / GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE Al1.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET Al 1.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS @ ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. PROVIDE FLOOR DRAINS; SLOPE 4"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL AND FIRE LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL FINISH TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, AND THEIR CONNECTION TO OTHER STRUCTURAL MEMBERS, ARE TO BE FIRE RATED. IF COLUMNS & POSTS ARE WITHIN WALLS, COLUMNS & POSTS TO BE INDIVIDUALLY ENCASED IN GYP. BD. IF COLUMN & POSTS ARE EXPOSED, COLUMNS & POSTS TO BE SPRAYED WITH INTUMESCENT PAINT. SEE SHEET A8.6 FOR ADDITIONAL DETAILS. 21. 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL 22. PROVIDE ROOM NAME SIGNAGE FOR ANY DOORS LEADING TO /� MECHANICAL, ELECTRICAL, AND UTILITY / \ ROOMS; SEE 18/A0.9 SHEET NOTES 0 FLOOR/ROOF ABOVE, TYP. 02 EDGE OF BUILDING/ROOF BELOW OTRELLIS, SEE Al 1.9A ORAIN WATER LEADER (RWL); S.P.D. 05 FLOOR/AREA DRAIN; S.C.D., S.L.D., S.P.D. O5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL AROOF PARAPET; SEE ROOF DETAILS OMECHANICAL EQUIPMENT; S.P.D. & S.M.D. O9 NON -OCCUPIABLE CLASS "B" ROOF; SEE A8.3 0 SLOPE ROOF TO DRAIN AT 1 /4" PER FOOT MIN. LEGEND "B" ROOF; SEE A8.3 NON -OCCUPIABLE CLASS ROOF SLOPE UNIT CONDENSER MECHANICAL EQUIPMENT, S.M.D. 0 ROOFTOP WALK PAD ROOF DRAIN WITH OVERFLOW DRAIN; S.P.D. 1001 ROOF VENT; C&J METAL PRODUCTS RJ1818; SEE SHEET A0.5 FOR ADDITIONAL INFORMATION, X SEE 10/A10.7B FOR VENT DETAILS ROOF VENT; C&J METAL PRODUCTS RJ1010; SEE SHEET A0.5 FOR ADDITIONAL INFORMATION, SEE 10/A10.7B FOR VENT DETAILS PROPERTY LINE "c - - J� 1-HR. FIRE RATED WALL ----- ) 2-HR. FIRE RATED WALL � - - 3-HR. FIRE RATED WALL Q - - - �� x.x WALL ASSEMBLY, SEE A8 SERIES �(V Q' Ilk‘ OQ. Q O RAIN WATER LEADER (RO; S. 9. DIMENSION NOTES �� Q,�. 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT N TRUE NORTH NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners Li w O C� O ci) vv6; 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET / 4\ 03-21-2019 GAS METERS A 07-01-2019 UNIT D A 11-15-2019 HORIZONTAL EXIT A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F GALE: AS NOTED FLOOR PLAN: 5TH FLOOR A2.5 co �00 o, N) N PLAN: ROOF 1/8" =1'-0" 17'-108" 1'-92" ---/ - 17'-108" 8'-77" 8'-82„ <S-03> 2/A3.1 13'-98" 1 1 1'-72" 9' -14,. 17'-9" / 5' 6" 3, -10-1,,, / 8' - 78„ / 8'-82„ / A .. <S-02> 13'-98" 2/A3.2 6/ 108'-62" <S-02> TYP. 2 TYP. 10 0 <s-o>> TYP. i / 9'-11 / 17' 9" 5'-6" 24'-78" 21'-64" 1'-02" REVIEWED FOR CODE COMPLIANCE OCT 3 0 2017 BUREAU VEHITAS NORTH AMERICA, INC. 00 �� D �o P" Q`� c6,o 0o.,osy c,00 C� a Q ° 0 � P��/ co _PQQQ�\ ocor GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE A0.7, A0.8 AND A0.9 FOR ADDITIONAL CLEARANCES AND DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8.3 AND A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. FIRE EXTINGUISHER CABINETS TO BE LOCATED ON ALL FLOORS, MAX. 150'-0" SEPARATION. RECESSED FIRE EXTINGUISHER CABINETS ON ALL RESIDENTIAL FLOORS, TYP. 16. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 17. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 18. PROVIDE FLOOR DRAINS; SLOPE 4"/FOOT. 19. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL AND FIRE LINES THROUGHOUT 20. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL FINISH TRANSITIONS 21. SEE A10.7a & A10.7b FOR ROOF DETAILS 22. PROVIDE A RADIANT BARRIER AT THE FOLLOWING LOCATIONS: 22.1. ON ROOF 22.2. ON ALL VERTICAL SURFACES AND GABLE END WALLS IN THE ATTI C SHEET NOTES 0 ROOF PARAPET; SEE ROOF DETAILS OMECHANICAL EQUIPMENT; S.P.D. Sc S.M.D. OROOFTOP WALK PAD 0 NON -OCCUPIABLE CLASS "B" ROOF; SEE A8.3 0 TRELLIS; SEE Al 1.9A OBUILDING BELOW 07 SLOPE ROOF TO DRAIN AT 1 /4" PER FOOT MIN. 0 NOT USED O NOT USED WOOD SCREEN FOR MECHANICAL EQUIPMENT; SEE 10/A10.7A. 0 EXACT SCREENING LOCATION TO BE SIGNED OFF BY SAN CARLOS PLANNING ONCE EQUIPMENT HAS BEEN LAID OUT. LEGEND NON -OCCUPIABLE ROOF SLOPE UNIT CONDENSER MECHANICAL ROOFTOP WALK PAD ROOF DRAIN WITH ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR ROOF VENT; C&J METAL SEE SHEET A0.5 FOR SEE 10/A10.7B FOR PROPERTY CLASS "B" ROOF; SEE A8.3 EQUIPMENT, S.M.D. OVERFLOW DRAIN; S.P.D. PRODUCTS RJ1818; ADDITIONAL INFORMATION, VENT DETAILS PRODUCTS RJ1010; ADDITIONAL INFORMATION, VENT DETAILS LINE RATED WALL RATED WALL RATED WALL SERIES -> EI I0 0 X I - - 1-HR. FIRE 2-HR. FIRE - - - - - - - 3-HR. FIRE x.x WALL ASSEMBLY, SEE A8 DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT NORTH N TRUE NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR PLAN: ROOF A2.6 PARAPET 85.32' dik ROOF 83.84' 5TH FL. IV 73.17' di 4TH FL. 62.67' Dik 3RD FL. IV 52.25' 2ND FL. IV 41.83' 0 0 0 0 AVG. T.O.CUR 30.40' 1ST FL. T.O.S. 31.00' CO 0) BASEMENT T.O.S. 17 21.33' ELEVATION: WEST STUCCO; COLOR #2 WOOD SLAT STONE VENEER STUCCO; COLOR #2 METAL AWNING & SIGNAGE J 6 • STUCCO; COLOR# 1 BEYOND STUCCO; COLOR#1 BEYOND STUCCO; COLOR #2 TRELLIS; PAINT: SEE Al 1 .9A NEIGHBORING BUILDING SUNSCREEN; SEE 8/A11.9A STUCCO; COLOR#3 1/8"=1'-0" AVG. T.O.CUR 30.40' PARAPET 85.32' ROOF IV 83.84' 5TH FL. 73.17' 4TH FL. 1-1 62.67' jilk 3RD FL. 52.25' di 2ND FL. IV 41.83' di 1ST FL. T.O.S. 31.00' dk BASEMENT T.O.S. 21.33' 0 (n 0 TRELLIS; PAINT: SEE Al 1.9A STUCCO; COLOR#1 STUCCO; COLOR #2 G.S.M. DOWNSPOUT, PAINT STUCCO; COLOR #3 8 7 6 5 4 \/ • • J STUCCO; COLOR#2 STUCCO; COLOR #2 TRELLIS; PAINT: SEE A11.9A STUCCO; COLOR#2 STUCCO; COLOR#3 WOOD SLAT PRIVACY SCREEN; SEE 4/A1 1 .9B G.S.M. DOWNSPOUT, PAINT SUNSCREEN; SEE 8/A1 1.9A STONE VENEER BEYOND VEHICULAR GATE FENCE THIS PAGE WAS REVISED Revision # BY ✓ V DATE s" Z6 --Z REVIEW Ls 3URLINGAME BLDG DEPARTMEIN NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET 6 03-06-2020 BUILDING ENTRY A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ELEVATIONS: EXTERIOR ELEVATION: NORTH 1/8"=1'-0" This plan check shall not bE construed to be a permit For,or and approval of any violation of the provisions or of Burlingame Building Codes APPROVAL PENDING FINAl FIELD INSPECTION REVIEWED BY ________.DATE A3.1 AVG. T.O.CUR 30.40' PARAPET 85.32' AROOF 83.84' Jill' 5TH FL. 411,-) 73.17' A4TH FL. 62.67' A3RD FL. 52.25' A2ND FL. 41.83' 1ST FL. T.O.S. 31.00' BASEMENT T.O.S. NV 21.33' ELEVATION: EAST 1/8"=1'-0" Ln PARAPET 85.32' A ROOF 83.84' A5TH FL. 73.17' IV4TH FL. 62.67' A3RD FL. 52.25' A2ND FL. 41.83' A AVG. T.O.CURQ AWi 31.00' 1 00 L. T.O.S. 30.40 BASEMENT T.O.S. 21.33' 03 0 0 0 �n 0 0 o_ 0 03 'CS) 03 0 0 Ln 0 0 03 STUCCO; COLOR #1 STUCCO; 4 COLOR #3 METAL PANEL STUCCO; COLOR #2 METAL PANEL PRIVACY • • SCREEN; SEE 4/A11.98 STUCCO; COLOR #3 STUCCO; COLOR #1 8.` Al TYP. SIM L R_ STUCCO; COLOR #2 STUCCO;- COLOR #3 J STUCCO; COLOR #1 METAL PANEL STUCCO; COLOR #2 G.S.M. DOWNSPOUT, PAINT STUCCO; COLOR #2 TRELLIS FOR LANDSCAPE METAL PANEL REVFWFn FOR CODE COMPLIANCE OCT 30 2017 BUREAU VtitalAS NURMN AMERICA, INC NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ELEVATIONS: EXTERIOR ELEVATION: SOUTH 1/8"=1'-0" A3.2 1 RENDERING: LOOKING SOUTHWEST DOWN OAK GROVE AVE. 2 RENDERING: LOOKING NORTHEAST DOWN OAK GROVE AVE. z cis u in O 4. `7 011 C as NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ w O Q C9 U uJ O Q M 0 z � J Nmo; N- CC) 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED RENDERINGS EXTERIOR 1 A RENDERING: LOOKING SOUTHWEST DOWN OAK GROVE AVE. (TRES REMOVED FOR CLARITY) 2ARENDERING: LOOKING NORTHEAST DOWN OAK GROVE AVE. �`1 (TREES REMOVED FOR CLARITY) RFVIEWED liURLINGAME BLDG DEPARTMtr(r This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTIONTF PGVIEWED BY_ A3.3 AVG. T.O.CUR 30.40' SECTION 1 1/8"=1'-0" Ln L PARAPET 85.32' \ A ROOF T.O. PLY. 83.84' 0 0 diik 5TH FL. T.O. PLY. 73.17' 0 0 A4TH FL. T.O. PLY. 62.67' 0 A3RD FL. T.O. PLY. 52.25' 0 A2ND FL. T.O. CONC. 41.83' 0 0 A1ST FL. T.O. CONC. 31.00' 0) ABASEMENT T.O. CONC. 21.33' APARAPET 85.32' \ AROOF T.O. PLY. 83.84' A5TH FL. T.O. PLY. 73.17' jilk 4TH FL. T.O. PLY. 62.67' 3RD FL. T.O. PLY. 52.25' A2ND FL. T.O. CONC. 41.83' AVG. T.O.CUR A 1ST FL. 30.40' T.O. CONC. 31.00' ABASEMENT T.O. CONC. 21.33' 2 SECTION 2 1/8"=1'-0" 03 0 0 0 in 0 S.C.D. 3 n 7 I�!I ICJ 1 thITT— ogg_!!Ln`uCu-11 a II Trr11=1!1i111 III ! IIL!I L II II- j I I lTM�I11� 1 E11 I I *11--q =1--Wi I I -I l r -n= !!!-III��-�I=�-!I-!!-III-lli III-11��- -ilEll LEI��111=T ,III-I��!�EIIj=1�L111=Ti=1�1=TP��� =III -III I! III iT1=III II III IIPf III- -1!' =11 =7=1l1=111E1 1= ( -1I ET1=1Tf_�- a a � , d < . GENERAL NOTES SECTIONS ARE FOR REFERENCE ONLY. SECTIONS ARE USED TO CALL OUT WALL SECTIONS, ARCHITECTURAL DETAILS, FLOOR ASSEMBLY TAGS AND ROOF ASSEMBLY TAGS. T®RcO®tt0191.T pC1 0 2p11 REVIEWED pARTMENT BURLINGAMEThis BL heck all not be construed to be a permit nY For, or and approvalvl of of aa of violation of the pro Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE =— NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SECTIONS: BUILDING A4.1 AVG. T.O.CUR 30.40' SECTION 1 1/8"=1'-0" 2 SECTION 2 1/8"=1'-0" PARAPET 85.32' cc ROOF 111-1 T.O. PLY. 83.84' 5TH FL. NIPF T.O. PLY. 73.17' 4TH FL. T.O. PLY. 62.67' 3RD FL. T.O. PLY. 52.25' Lik 2ND FL. 41-1 T.O. CONC. 41.83' di 1ST FL. T.O. CONC. 31.00' OD 0 cc 0 cc 0 cn 0 0 cc rn BASEMENT T.O. CONC. 21.33' AVG. T.O.CUR 30.40' PARAPET 85.32' di ROOF T.O. PLY. 83.84' 5TH FL. T.O. PLY. 73.17' 4TH FL. T.O. PLY. 62.67' Lj 3RD FL. T.O. PLY. 52.25' di 2ND FL. T.O. CONC. 41.83' Dik 1ST FL. T.O. CONC. 31.00' rj BASEMENT T.O. CONC. 21.33' CO 0 cc 0 cc 0 0 0 cc 0) 5 4 GOO t 0 NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET A- A THIS PAGE 03-06-2020 BUILDING ENTRY Revision - WAS REVISED TOBY LEVY GgMEe S oo Cv.ho onpsJru 2k ,�PgPT p Fh' of puvJlp�a�� pvipe plperm,� m90 pro an D �Y �cnoro NAr GENERAL NOTES SECTIONS ARE FOR REFERENCE ONLY. SECTIONS ARE USED TO CALL OUT WALL SECTIONS, ARCHITECTURAL DETAILS, FLOOR ASSEMBLY TAGS AND ROOF ASSEMBLY TAGS. (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SECTIONS: BUILDING A4.2 PARAPET 85.32' dik ROOF T.O. PLY. 83.84' ROOF ASSEMBLIES TYPICAL: CLASS 'B' ROOFING SYSTEM TYP. MAIN ROOF AREAS, SEE Joh 5TH FL. T.O. PLY. 73.17' S DECKS TYPICAL: 1—HOUR RATED ASSEMBLY W/ 3-1/2" MIN. REINFORCED CONC. TOPPING SLAB 0/DRAIN MAT 0/2 LAYERS SHEET MEMBRANE W.P. 0/ 1-1 /8" PLYWD. (T&G OR BLOCKED JOINTS) 0/STRUCTURAL FRAMING WITH 5/8" FIBER CEMENT SOFFIT BOARD; SEE 1 s/1.7` aik 4TH FL. T.O. PLY. 62.67' FLOOR ASSEMBLIES TYPICAL: 1—HOUR RATED ASSEMBLY W/ 1-1/2" GYPSUM CONC. TOPPING 0/ACOUSTICAL MAT 0/STRUCTURAL PLYWD. 0/TJI'S AT 16" O.C. WITH RESILIENT CHANNELS AT 16" 0.C. WITH 2 LAYERS OF 5/8" GYP. BD., SEE jink 3RD FL. T.O. PLY. 52.25' PODIUM DECK ASSEMBLY: 3—HOUR RATED ASSEMBLY W/TOPPING SLAB 0/DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 0/RIGID & FLEXIBLE PROTECTION LAYERS 0/FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. 0/STRUCTURAL SLAB, SEE 2ND FL. T.O. CONC. 41.83' 2ND FLOOR SLAB ASSEMBLY: 3—HOUR RATED ASSEMBLY W/ FINISH FLOOR 0/STRUCTURAL SLAB., SEE /3.2) A8.3 1ST FL. 411-1 T.O. CONC. 31.00' jik BASEMENT T.O. CONC. 21.33' WALL SECTION I 1/4"=1'-0" I lJ _ UNIT 302 UNIT 202 UNIT 102 SIM. I=11f III I11 III ul . II —II 1II 1lll_ TII �'-u-} — —II I I_III-III III '= 11 NIII 11EflE—III I I II I-1 -T III III III III —I1I I H I1-I I=1 �-IHI III-Il��llrlll nl-ul I LIII-III �I IHI ICI II I11 ' alb ��I Ill�L�I W 1 =1=IL 1il Jl II III II I II III —III III_I IINIHIHII �III IF�-ICIIAtitI� I III II i �I 1l1 I IC�IE i� �l�l�l l l _I I l l -1 i 111=11 Ll 11-1 I I l i I I_I I I 111_I 11- 11 1�Ll��J�i1i L�II�� I�1 1� i=Ll=il1�11=�11- -III-1- n I -I 1 IIII-1 I -I n-11 I11-1 I I I I�-11 ICI I-1 n- I I-1 I -I I I -I 11-u I111I I I � 1r 111 H I I 1 r417 1 111=9 I I 1 1 I11 I I I I 1 I I -I I I-11-I -ihI x-"'- Tr_TiT1=111 -111-1 111=1 11 11= TrTi—i i i—,T ROOF ASSEMBLIES, TYPICAL: CLASS 'B' ROOFING SYSTEM TYP. MAIN ROOF AREAS, SEE DECKS TYPICAL: R1.1 A8.3 1—HOUR RATED ASSEMBLY W/ 3-1/2" MIN. REINFORCED CONC. TOPPING SLAB 0/DRAIN MAT 0/2 LAYERS SHEET MEMBRANE W.P. 0/1-1/8" PLYWD. (T&G OR BLOCKED JOINTS) 0/STRUCTURAL FRAMING WITH 5/8" FIBER CEMENT SOFFIT BOARD; SEE FLOOR ASSEMBLIES TYPICAL: 1—HOUR RATED ASSEMBLY W/ 1-1/2" GYPSUM CONC. TOPPING 0/ACOUSTICAL MAT 0/STRUCTURAL PLYWD. 0/TJI'S AT 16" O.C. WITH RESILIENT CHANNELS AT 16" O.C. WITH 2 LAYERS OF 5/8" GYP. BD., SEE 2ND FLOOR SLAB ASSEMBLY: 3—HOUR RATED ASSEMBLY W/ FINISH FLOOR 0/STRUCTURAL SLAB., SEE PODIUM DECK ASSEMBLY: 3—HOUR RATED ASSEMBLY W/TOPPING SLAB 0/DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 0/RIGID & FLEXIBLE PROTECTION LAYERS 0/FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. 0/STRUCTURAL SLAB, SEE 1ST FLOOR SLAB ASSEMBLY: 3—HOUR RATED ASSEMBLY W/ FINISH FLOOR 0/STRUCTURAL SLAB., SEE BASEMENT SLAB: STRUCTURAL SLAB., SEE 2 WALL SECTION 1/4"=1'-0" UNIT 403 r XkUi .rix i XX2,ck�X�U�LV2 xY UNIT 303 UNIT 203 GARAGE GARAGE III.11 III III 1!=III..=11- I I II-i11 1i'`I11 111=111 11' 11111 III I'I-III-III III III=111 1i1-111=1I'`-111-I[ III=' III111�111 111 Ii1-III. 11 Ilf III'=III'- 1-J illl l=III III III -_' .11 11ll=L 1 !I III FT ll II 111 L II=i11T E 11 lll III-L III ,IIT !1-I'I-111 L III= d-1LI li -111 Ill Ilia_.: - 1=11 11 -:111 III 1-11_I -1 Iil 111 IJ=III III=1II II:-111 11 L_1_--11 u� 1i 1 I - -- 1 = L 1 1 111 - ._ 111_-11 III III l 1 111 11 11 1 11 H I -II ENEl 11= 11 l III-1Al-Ii=Z - Ll-III=L HHIll L 1 I_I III-= , I'=L =111,7-I III ,M= 111 i=1 l! I -III 11' Ili -III III I 111- I III l i=1 111I III -I_IIII III -III -III III III1 I 1 III=11I-III 1 1 I I I- J i I ! ' III III- I III _III---.1 h III III=1J 1 11 III III -11I I I III=i_�. 11TI111 I'I1111-1i!ILIIi11111111�1i' I,IIIMII �,WII,I1111,111111111111 IIIJ. IIIIiI,iWalFIIH11II� III J IMI II tialllll1111111i1 ii'1 _ INIII 111 =ifiIIII 1111.TIIIIIIL==11TM=111,-A -LU—LI=Lll -1= L 111 I I _l i l ? TI _I I H 1 L L= L I -' _ FflE �� 11 ill .J 11 11=1T' i 11 '1111111 D 1_ 1 —111=111ii1111 1 DEPARTMENT LOG DE Tplan ceck shall nombe construed to be p erit For, t any or and approval o violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION QATE_ REVIEWED BY---� r6C®IR010106010 ittOCINIM NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners J Ct ca 0,1Nt• 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SECTIONS: WALL SECTIONS A4.3 IA r; ENLARGED PLAN: UNIT A2 1/4" =1'-0" LIVING DINING BEDROOM 2 OMEN.. WPM !EMIR ME =MIN CLOSET <CPT. CFJETI) FOR VARIATION AT UNIT TYPE A2 SEE: WD. O 0 KITCHEN TYPE 01 WASH -DR WD CLOSET 0.3 TILE BATH -_ TYPE 01 BEDROOM 1 CPT 0.3 TILE CLOSET BATH 0 TYPE 02 0.3 5 ENLARGED PLAN: UNIT Al I 1/4" =1'-0" --------6 7 7 6 ENLARGED RCP: UNIT Al & A2 1/4" =1'-0" 6 0 0 000 0;0 0 �0 GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A2 SERIES FOR FOR WINDOW TYPES, DOOR TYPES, AND DIMENSIONS NOT NOTED HERE 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. ALL CORRIDOR WALLS TO BE MINIMUM 1-HR CONSTRUCTION W/ PROTECTED OPENINGS TYPICAL - 2-HR. FIRE BARRIER WHERE NOTED ON A2 SERIES DRAWINGS, TYP. 13. ALL WALL AND FLOOR ASSEMBLIES MINIMUM 1-HR CONSTRUCTIONS 14. LIGHTING © KITCHEN TO BE FLUORESCENT OR LED PER TITLE 24 ENERGY REQUIREMENTS, S.E.D. 15. ALL CLOTHES CLOSETS TO HAVE ROD W/ SHELF ABOVE. SHELF TO BE 6'-0" A.F.F. 16. AT OCCUPANCY AND DWELLING UNIT SEPARATION WALLS: OUTLETS FOR ANTENNA, PHONE, AND ELECTRICAL SHALL HAVE A 1/4" ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALL 17. ALL DIMENSIONS TO FACE OF STUD. U.O.N. 18. x x DENOTES A WALL TYPE, SEE A8 SERIES 19. ALL WALL TYPES TO BE 01 U.O.N. SHEET NOTES OWASHER/DRYER; S.M.D. WASHER TO BE FRONT LOADING. IF 1 WASHERS ARE NOT FRONT LOADING, MANAGEMENT IS TO PROVIDE ASSISTIVE DEVICES, ON REQUEST OF THE OCCUPANT, TO PERMIT THE USE OF TOP -LOADING CLOTHES WASHERS. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" A.F.F. MEASURED TO THE CENTER OF THE GRIP. 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 LBS. 02 NOT USED 0 NOT USED 4 SOFFIT ABOVE, SEE RCP EWEDFOROODECO��p` O Ran °C1 , 0 2°1 WOW Vullt" RORTN pMER' LEGEND +9'-2" CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N. ±8'-O" DROP SOFFIT CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F. TO COORDINATE WITH MEP REQUIREMENTS NE RECESSED LIGHT FIXTURE, S.E.D. (CONTRACTOR TO PROVIDE 1HR-GYP. BD. ENCLOSURE AT RECESSED FIXTURES IN RATED ASSEMBLIES, TYP.) 0 SURFACE MOUNTED LIGHT FIXTURE, S.E.D. K - WALL MOUNTED LIGHT FIXTURE, S.E.D. 1 I UNDER CABINET LIGHTING, S.E.D. REVIE G phyt MENT shalt not be BRUG^MEttLe This plan cieapermit eY �FcBu�oonrarltsgnuaedomettaoBbOld2NTsIOGOtFoNsN s" L /N FIELD INSEDAM --- REVIEWED BYE W NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners NCB 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE '1 0 -24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: UNIT Al &A2 A5.1 LIVING COTO DINING I 4 ENLARGED PLAN: UNIT B I 1/4" =1'-0" El ENLARGED RCP: UNIT B 1/4" =1'-0" Cr) WA HER/ DR ER KITCHEN TYPE 02 0 TILE 0.3 a CPT. BATH TYPE 03 CLOSET T -m w -------------- V- 0 0 CLOSET CLOSET U31 L _] /WD. BEDROOM 2 CLOSET -0 CUE44 TILE BATH TYPE 04 BEDROOM 1 0 N N KITCHEN TYPE 03 BATH TYPE 05 11 ENLARGED PLAN: UNIT C 1/4" = 1'-0" 0 0 L �. N u ENLARGED RCP: UNIT C 9. 1/4" =1'-0" GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A2 SERIES FOR FOR WINDOW TYPES, DOOR TYPES, AND DIMENSIONS NOT NOTED HERE SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES SEE A10.1 FOR TYPICAL FOUNDATION DETAILS SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 4. 5. 6. 7. 8. 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. ALL CORRIDOR WALLS TO BE MINIMUM 1-HR CONSTRUCTION W/ PROTECTED OPENINGS TYPICAL - 2-HR. FIRE BARRIER WHERE NOTED ON A2 SERIES DRAWINGS, TYP. 13. ALL WALL AND FLOOR ASSEMBLIES MINIMUM 1-HR CONSTRUCTIONS 14. LIGHTING © KITCHEN TO BE FLUORESCENT OR LED PER TITLE 24 ENERGY REQUIREMENTS, S.E.D. 15. ALL CLOTHES CLOSETS TO HAVE ROD W/ SHELF ABOVE. SHELF TO BE 6'-0" A.F.F. 16. AT OCCUPANCY AND DWELLING UNIT SEPARATION WALLS: OUTLETS FOR ANTENNA, PHONE, AND ELECTRICAL SHALL HAVE A 1/4" ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALL 17. ALL DIMENSIONS TO FACE OF STUD. U.O.N. 18. n DENOTES A WALL TYPE, SEE A8 SERIES 19. ALL WALL TYPES TO BE n U.O.N. SHEET NOTES O1 WASHER/DRYER; S.M.D. WASHER TO BE FRONT LOADING. IF WASHERS ARE NOT FRONT LOADING, MANAGEMENT IS TO PROVIDE ASSISTIVE DEVICES, ON REQUEST OF THE OCCUPANT, TO PERMIT THE USE OF TOP -LOADING CLOTHES WASHERS. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" A.F.F. MEASURED TO THE CENTER OF THE GRIP. 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 LBS. ONOT USED ONOT USED 0 SOFFIT ABOVE, SEE RCP LEGEND +9'-2" CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N. ±8'-0" DROP SOFFIT CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F. TO COORDINATE WITH MEP REQUIREMENTS RECESSED LIGHT FIXTURE, S.E.D. (CONTRACTOR TO PROVIDE 1HR-GYP. BD. ENCLOSURE AT RECESSED FIXTURES IN RATED ASSEMBLIES, TYP.) O SURFACE MOUNTED LIGHT FIXTURE, S.E.D. [0- WALL MOUNTED LIGHT FIXTURE, S.E.D. I UNDER CABINET LIGHTING, S.E.D. not be 6Va� c p tc e, to be as ma N Fonstr and aPProv l o*, an of For, or and of the Prong Games violation iNAdI NG F ES elpR� 0 �NSCZ RASE/ Y NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ w C� O Tc-n qq- 1491 OAK GROVE AVE. APN: 029 100 050 Ott APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 EI101 + SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 O 08-28-2017 BUILDING PERMIT REV. 02 O CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: UNIT B&C A5.2 GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A2 SERIES FOR FOR WINDOW TYPES, DOOR TYPES, AND DIMENSIONS NOT NOTED HERE 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 3 5'-34" � r 0.3 111 1" '-68 LIVING DINING 0 L BEDROOM 3 10' 34' 3'-84„ k KITCHEN TYPE 04 fi 0 0 0 --11 II- �I B 0 O 0 �CO CO 0 7 / r WD. 3- 'CLOSET 'TILL, /ASHER DRYER 0.3 03 I BATH - - TYPE b7 L i L Il B1 CLQSET •� COORDINATE W/ SHOWER - / ALIGN 03 T BATH TYPE 06 II IL E (LIB D WD. CPT. L------L r-- 0 CLOSET 1 ENLARGED PLAN: UNIT D I 1/4" = 1'-0" 7'-18„ 4 BEDROOM 2 2 A5.4B BEDROOM 1 i ENLARGED RCP: UNIT D 1/4" = 1'-0" N • kCji \ SEE A8 SERIES FOR WALL & FLOUR ASSEMBLIES SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES SEE A10.1 FOR TYPICAL FOUNDATION DETAILS SEE Al1.4 FOR GENERAL ACOUSTICAL DETAILS PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A1 1.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS C4 ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. ALL CORRIDOR WALLS TO BE MINIMUM 1-HR CONSTRUCTION W/ PROTECTED OPENINGS TYPICAL - 2-HR. FIRE BARRIER WHERE NOTED ON A2 SERIES DRAWINGS, TYP. 13. ALL WALL AND FLOOR ASSEMBLIES MINIMUM 1-HR CONSTRUCTIONS 14. LIGHTING © KITCHEN TO BE FLUORESCENT OR LED PER TITLE 24 ENERGY REQUIREMENTS, S.E.D. 15. ALL CLOTHES CLOSETS TO HAVE ROD W/ SHELF ABOVE. SHELF TO BE 6'-0" A.F.F. 16. AT OCCUPANCY AND DWELLING UNIT SEPARATION WALLS: OUTLETS FOR ANTENNA, PHONE, AND ELECTRICAL SHALL HAVE A 1/8" ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALL 17. ALL DIMENSIONS TO FACE OF STUD. U.O.N. 18. I:=1 DENOTES A WALL TYPE, SEE A8 SERIES 19. ALL WALL TYPES TO BE n U.O.N. n SHEET NOTES OWASHER/DRYER; S.M.D. WASHER TO BE FRONT LOADING. IF 1 WASHERS ARE NOT FRONT LOADING, MANAGEMENT IS TO PROVIDE ASSISTIVE DEVICES, ON REQUEST OF THE OCCUPANT, TO PERMIT THE USE OF TOP -LOADING CLOTHES WASHERS. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" A.F.F. MEASURED TO THE CENTER OF THE GRIP. 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 LBS. PROVIDE A WATERTIGHT PAN OF CORROSION RESISTANT MATERIAL. ONOT USED 0 NOT USED 04 SOFFIT ABOVE, SEE RCP LEGEND +9'-2" CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N. ±8'-0" DROP SOFFIT CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F. TO COORDINATE WITH MEP REQUIREMENTS $ RECESSED LIGHT FIXTURE, S.E.D. (CONTRACTOR TO PROVIDE 1 HR-GYP. BD. ENCLOSURE AT RECESSED FIXTURES IN RATED ASSEMBLIES, TYP.) SURFACE MOUNTED LIGHT FIXTURE, S.E.D. K - WALL MOUNTED LIGHT FIXTURE, S.E.D. UNDER CABINET LIGHTING, S.E.D. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, nr and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners Li w 0 C� 0 F") 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET 03-21-2019 GAS METERS A 07-01-2019 UNIT D 0 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: UNIT D 360X48 _130X48 o • 14 © 10 0 14 36" 12'� 0 0 16 00 • ✓• 0 0 0 4 ADAPTABLE BATHROOM PLAN, BATHROOM TYPE 1 A ADAPTABLE BATHROOM ELEVATIONS, BATHROOM TYPE 1 I 1/4" = 1'-0" UNIT TYPE: A & Al 1/4" = 1'-0" 3 0 X 8 36X48 r 30X48 14 © 10 14 0 T 0 0 14 16 0 • 1-4 / 36" X 36" 0 0 00 SECONDARY BATHROOM PLAN, BATHROOM TYPE 2 0 A SECONDARY BATHROOM ELEVATIONS, BATHROOM TYPE 2 1/4" = 1'-0" UNIT TYPE: A& Al Lin1/4" = 1'-0" - ■ N u iunuiL uu NEED N 0 aM/ • X 36" 36" / 0 • fl ADAPTABLE BATHROOM PLAN, BATHROOM TYPE 3 3 A ADAPTABLE BATHROOM ELEVATIONS, BATHROOM TYPE 3 1/4"= 1'-0" UNIT TYPE: B 1/4" = 1'-0" 0 0 0 © • t 0 0 SECONDARY BATHROOM PLAN, BATHROOM TYPE 4 A A SECONDARY BATHROOM ELEVATIONS, BATHROOM TYPE 4 1/4" = 1'-0" UNIT TYPE: B 1/4" = 1'-O" Dori is 0 0 0 0 0 0 06 J: 0 0 0 HIM *HOW inlnit:nlIIIII iinnnn 01 HHIIIIIIIIIIIIII IIHIIIIIIIHIIIII • 0 36" 36" • _ 0 FBI 0 • 1 0 GENERAL 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 5. SEE SHEET A11.3 FOR TYPICAL CASEWORK DETAILS. 6. SEE SHEET A11.4 FOR TYPICAL INTERIOR AND ACOUSTIC DETAILS AT ALL UNITS 7. CONTRACTOR TO PROVIDE SOLID CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME DIMENSION AS ASSOCIATED FRAMING 8. AT ALL ACCESSIBLE TOILET ROOMS PROVIDE THE FOLLOWING: MIN. 30"X48" CLR. SPACE IN FRONT OF SINK MIN. 30"X48" CLR. SPACE AT SIDE OF TUB MIN. 36"X48" CLR. SPACE IN FRONT OF TOILET 9. ALL ADAPTABLE AND ACCESSIBLE BATHROOMS MUST COMPLY WITH ITEMS 1-12 IN 2016 CBC SECTION 1134A.2 EXCEPT SECONDARY BATHROOMS WHICH NEED ONLY COMPLY WITH ITEMS 8-12. 10. CONTRACTOR TO PROVIDE TOILET PAPER HOLDER, ROBE HOOK, 24" TOWEL BAR, AND SHOWER CURTAIN ROD AT BATHTUB LOCATIONS. SHEET NOTES O 0 c 0 0 0 0 GYPSUM WALL BOARD; PAINTED, SMOOTH FINISH BASEBOARD; SEE FINISH SCHEDULE RECESSED MEDICINE CABINET BASE CABINETS; SEE FINISH SCHEDULE COUNTERTOP; SEE FINISH SCHEDULE DOOR AND FRAME; SEE ENLARGED PLAN FOR DOOR TYPE MIRROR O8 36"x60" OR 42"x48" TILED SHOWER W/ GLASS DOOR ENCLOSURE, TEMPERED OR SAFETY GLAZING AT GLASS DOOR; SHOWER TO BE ADA ADAPTABLE PER 2016 CBC 1134A.6, PROVIDE ACCESSIBLE THRESHOLD, MAX " PER FOOT SLOPE, ACCESSIBLE SHOWER ENCLOSURE, ACCESSIBLE SHOWER CONTROLS, & WALL REINFORCEMENT FOR FUTURE GRAB BARS. RUN GYP. BOARD CONTINUOUS BEHIND SHOWER FROM TOP OF FLOOR SHEATHING UP TO THE UNDERSIDE OF FLOOR/CEILING JOIST. O32" x 60" BATHTUB; TUB TO BE ADA ADAPTABLE PER 2016 CBC 1134A.5, PROVIDE WALL REINFORCEMENT FOR FUTURE GRAB BARS. RUN GYP. BOARD CONTINUOUS BEHIND BATHTUB FROM TOP OF FLOOR SHEATHING UP TO THE UNDERSIDE OF FLOOR/CEILING JOIST. 0 ADA CLEARANCE (;-..1 CABINET BELOW SINK TO PROVIDE 30" CLR., TOE KICK TO BE ATTACHED TO DOOR, AND BASE SHELF TO BE REMOVABLE 0 ELECTRICAL FIXTURE 13 PROVIDE WALL REINFORCEMENT FOR FUTURE GRAB BARS AT ADA ADAPTABLE TOILET CONSISTENT WITH 2016 CBC 1134A.7.2 0 PLUMBING FIXTURE 15 PROVIDE WALL REINFORCEMENT FOR FUTURE FOLD DOWN GRAB BARS AT ADA ADAPTABLE TOILET CONSISENT WITH 1134A.7.2. SEE 1 F FOR BLOCKING DETAIL. 0 BACKSP LASH 0 TILE SURROUND REVIEWED FOR CODE COMPLIANCE OCT 30 2011 BUREAU V RITAS NORTH AMERICA, INC. WASW I3LOGooP^� E� BURL1NGAen cneCk P not t b This str to vat rr at io4or U and meprovis on { or, �n Codes st vcauron ° O1d 9G od s� B�PROV PENS, T ON ArP t.0Y s� ^TE/ FZE\11E`N NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: BATH ROOMS A5.4a N. A ( (>2 0 14 30X48 36X48 • ----I I I 30X48 ADAPTABLE ADAPTABLE BATHROOM PLAN, BATHROOM TYPE 5 A ADAPTABLE BATHROOM ELEVATIONS, BATHROOM TYPE 5 1/4" = 1'-0" UNIT TYPE: C rl 1/4" = 1'-0" 30X48I fi 36X48 • 30X48 0® 14 ;‘) F. 0 0 36" / /\ 1 C J SECONDARY BATHROOM PLAN, BATHROOM TYPE 6 0 A SECONDARY BATHROOM ELEVATIONS, BATHROOM TYPE 6 1/4" = 1'-0" UNIT TYPE: D 1/4" = 1'-0" j • 30X48 E 30X48_ I / i 36X48 1 � 13 ADAPTABLE BATHROOM PLAN, BATHROOM TYPE 7 1/4" = 11-0" UNIT TYPE: D 0 0 ADAPTABLE BATHROOM ELEVATIONS, BATHROOM TYPE 7 1/4" = 1'-0" 00 0 0 0 O • = - • 36" X 18" X 0 N 0 GENERAL )1 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 5. SEE SHEET A11.3 FOR TYPICAL CASEWORK DETAILS. 6. SEE SHEET A11.4 FOR TYPICAL INTERIOR AND ACOUSTIC DETAILS AT ALL UNITS 7. CONTRACTOR TO PROVIDE SOLID CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME DIMENSION AS ASSOCIATED FRAMING 8. AT ALL ACCESSIBLE TOILET ROOMS PROVIDE THE FOLLOWING: MIN. 30"X48" CLR. SPACE IN FRONT OF SINK MIN. 30"X48" CLR. SPACE AT SIDE OF TUB MIN. 36"X48" CLR. SPACE IN FRONT OF TOILET 9. ALL ADAPTABLE AND ACCESSIBLE BATHROOMS MUST COMPLY WITH ITEMS 1-12 IN 2016 CBC SECTION 1 134A.2 EXCEPT SECONDARY BATHROOMS WHICH NEED ONLY COMPLY WITH ITEMS 8-12. 10. CONTRACTOR TO PROVIDE TOILET PAPER HOLDER, ROBE HOOK, 24" TOWEL BAR, AND SHOWER CURTAIN ROD AT BATHTUB LOCATIONS. SHEET NOTES 0 GYPSUM WALL BOARD; PAINTED, SMOOTH FINISH O2 BASEBOARD; SEE FINISH SCHEDULE 0 RECESSED MEDICINE CABINET OBASE CABINETS; SEE FINISH SCHEDULE 05 COUNTERTOP; SEE FINISH SCHEDULE 06 DOOR AND FRAME; SEE ENLARGED PLAN FOR DOOR TYPE 0 MIRROR 36"x60" OR 42"x48" TILED SHOWER W/ GLASS DOOR ENCLOSURE, TEMPERED OR SAFETY GLAZING AT GLASS DOOR; SHOWER TO BE ADA ADAPTABLE PER 2016 CBC 1134A.6, PROVIDE ACCESSIBLE THRESHOLD, MAX " PER FOOT SLOPE, ACCESSIBLE SHOWER ENCLOSURE, ACCESSIBLE SHOWER CONTROLS, & WALL REINFORCEMENT FOR FUTURE GRAB BARS. RUN CEMENT, FIBER CEMENT, OR GLASS MAT GYPSUM BACKER BOARD CONTINUOUS BEHIND SHOWER FROM TOP OF FLOOR SHEATHING UP TO THE UNDERSIDE OF FLOOR/CEILING JOIST. 0 32" x 60" BATHTUB; TUB TO BE ADA ADAPTABLE PER 2016 CBC 1134A.5, PROVIDE WALL REINFORCEMENT FOR FUTURE GRAB BARS. RUN CEMENT, FIBER CEMENT, OR GLASS MAT GYPSUM BACKER BOARD CONTINUOUS BEHIND SHOWER FROM TOP OF FLOOR SHEATHING UP TO THE UNDERSIDE OF FLOOR/CEILING JOIST. ^ ^ ^ ^ ^ ADA CLEARANCE CABINET BELOW SINK TO PROVIDE 30" CLR., TOE KICK TO BE 11 ATTACHED TO DOOR, AND BASE SHELF TO BE REMOVABLE 12 ELECTRICAL FIXTURE O13 PROVIDE WALL REINFORCEMENT FOR FUTURE GRAB BARS AT ADA ADAPTABLE TOILET CONSISTENT WITH 2016 CBC 1134A.7.2 PLUMBING FIXTURE PROVIDE WALL REINFORCEMENT FOR FUTURE FOLD DOWN GRAB BARS AT ADA ADAPTABLE TOILET CONSISENT WITH 1134A.7.2. SEE i l; FOR BLOCKING DETAIL. 16 BACK SPLASH 0 TILE SURROUND, RUN CEMENT, FIBER CEMENT, OR GLASS MAT GYPSUM BACKER BOARD CONTINUOUS BEHIND SHOWER FROM TOP OF FLOOR SHEATHING UP TO THE UNDERSIDE OF FLOOR/CEILING JOIST. BURLINGAME BLDGREVIEWED DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET / l- 03-21-2019 GAS METERS A 07-01-2019 UNIT D 0 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: BATHROOMS A5.4b • L 1 0 0 1 1- I I• 30X48 30X4 J 30X48 0000 O 0 O C ADAPTABLE KITCHEN PLAN, KITCHEN TYPE 1 1/4" = 1'-0" UNIT TYPE: A & Al • • I0 x 0 1 I� X48I 1,30 O 0 O 0 0 0 12 0 O ADAPTABLE KITCHEN PLAN, KITCHEN TYPE 2 1/4" = 1'-0" UNIT TYPE: B 3 ADAPTABLE KITCHEN PLAN, KITCHEN TYPE 3 1/4" = 1'-0" UNIT TYPE: C O 0 O 0 0 0 O O ADAPTABLE KITCHEN PLAN, KITCHEN TYPE 4 ft 1/4" = 1'-0" UNIT TYPE: D IA 2A 0 N) 36" 42" CLR. 36" 18" • 0 0 0 0 0 •/ fi 21 X ±30" Ill 24" jr ±36" 15 10 0 0 O 0 U) ADAPTABLE KITCHEN ELEVATIONS, KITCHEN TYPE 1 ±24" 33" U) 0 11 11 15" 30" CO • 1/4" = 1'-0" 36" 33" ,. ±24" 30" 27" 42" CLR. 30" ±36" 24" ±30" 36" ADAPTABLE KITCHEN ELEVATIONS, KITCHEN TYPE 2 • 0 N CO • 1/4" = 1'-0" 0 N) d- N 0 - 18" 42" CLR. 30" 15" 0 0 N N 24" 0 O 3A ADAPTABLE KITCHEN ELEVATIONS, KITCHEN TYPE 3 ±30" >15" ±36" 0 ±24' 33" 30" 0 12 U) 0 1/4" = 1'-0" -% - > NV 0 •� 0 33" 33" ij4.. ±24" 30" 30" X 12 O 0 ADAPTABLE KITCHEN ELEVATIONS, KITCHEN TYPE 4 0 - • CO 39" 12" 42" CLR. 30" 0 0 0 0 0 0 30" ±39" 0 ±30" 36" X O 0 N V) ro 1/4" = 1'-0" GENERAL 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 5. SEE SHEET A11.3 FOR TYPICAL CASEWORK DETAILS. 6. SEE SHEET A11.4 FOR TYPICAL INTERIOR AND ACOUSTIC DETAILS AT ALL UNITS 7. CONTRACTOR TO PROVIDE SOLID CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME DIMENSION AS ASSOCIATED FRAMING 8. AT ALL ACCESSIBLE KITCHENS PROVIDE THE FOLLOWING: MIN. 30"X48" CLR. SPACE IN FRONT OF SINK MIN. 30"X48" CLR. SPACE IN FRONT OF RANGE MIN. 36"X48" CLR. SPACE IN FRONT OF APPLIANCE/FIXTURE 9. 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. 10. ALL APPLIANCE DIMENSIONS ARE PRELIMINARY; VERIFY CLEARANCES ONCE APPLIANCE SELECTION HAS BEEN FINALIZED. 11. NOTE: 11.1. EXTEND FINISH FLOORING UNDER REMOVABLE CABINETS AND EXTEND FINISHES AT CABINET SIDES AND BACK, WHERE EXPOSED IF BASE CABINETS ARE REMOVED 11.2. REPOSITIONING OF COUNTERTOPS IS EXEMPT PER 2016 CBC 1 133A.4.1, EXCEPTION #1 SHEET NOTES 0 0 0 0 0 0 10 11 BASE CABINET; SEE FINISH SCHEDULE UPPER CABINETS ABOVE; SEE FINISH SCHEDULE COUNTERTOP; SEE FINISH SCHEDULE FULL HEIGHT TILE BACKSPLASH; SEE FINISH SCHEDULE NOT USED REFRIGERATOR, SEE MECH/PLUMBING DWGS. DISHWASHER, SEE MECH/PLUMBING DWGS. MICROWAVE RANGE/OVEN, SEE MECH/PLUMBING DWGS. VENT HOOD, SEE MECH DWGS. PROVIDE CABINET END PANEL, AS NEEDED. SEE ENLARGED UNIT PLANS FOR ADJACENT OBJECTS. STAINLESS STEEL SINK, SEE PLUMBING DWGS. BASE 12 CABINETS BELOW ARE TO HAVE REMOVABLE BASES PER CBC 1133A.3 13 14 UNDER CABINET LIGHTING FOR UPPER CABINETS, TYP. MDF WALL BASE; PAINTED, SMOOTH FINISH GYPSUM WALL BOARD; PAINTED, SMOOTH FINISH M� V1EWE'D BURLiECABLDG DEPARTMENT This Plan check construed tshall not be For, or and aPpov Permit violation of theal of s o Burlingame provisions of Building Codes APPROVAL PE FIELDNDIFINAL YNs EcrON REVIEWED DATE REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. CIS PAGE WAS REVISED REVISION # __ �� r (% Ey DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ W i 0 c� O 'sr TC-3; 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET / 4\ 03-21-2019 GAS METERS A 07-01-2019 UNIT D 0 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: KITCHENS A5.5 / / , \ \ \ f • ENLARGED ELEVATIONS: LOBBY 1/4" = V-0" • 11 00 I I I I I I 1 NM _ .� _ J N --- O - — I I — — -' - -Ell ENLARGED PLAN: LOBBY 1/4" =1'-0" I MO _ N I I I I r I I I I I I I I I I I I a 1 P F.O.S. 0'-0" F.O.S. 0'-0" GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A2 SERIES FOR FOR WINDOW TYPES, DOOR TYPES, AND DIMENSIONS NOT NOTED HERE 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2013 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2013 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2013 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2013 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS @ ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2013 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. ALL CORRIDOR WALLS TO BE MINIMUM 1—HR CONSTRUCTION W/ PROTECTED OPENINGS TYPICAL — 2—HR. FIRE BARRIER WHERE NOTED ON A2 SERIES DRAWINGS, TYP. 13. ALL WALL AND FLOOR ASSEMBLIES MINIMUM 1—HR CONSTRUCTIONS ' 14. LIGHTING @ KITCHEN TO BE FLUORESCENT PER TITLE 24 ENERGY REQUIREMENTS, S.E.D. 15. ALL CLOTHES CLOSETS TO HAVE ROD W/ SHELF ABOVE 16. AT OCCUPANCY AND DWELLING UNIT SEPARATION WALLS: OUTLETS FOR ANTENNA, PHONE, AND ELECTRICAL SHALL HAVE A 1/4" ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALL 17. ALL DIMENSIONS TO FACE OF STUD. U.O.N. SHEET NOTES 0 PAVING; S.L.D. \ BUILDING INTERCOM SYSTEM; S.E.D. \ PROVIDE KNOX—BOX FOR EMERGENCY PERSONAL USE. 0 SOFFIT ABOVE, SEE RCP 0 FRONT LOAD USPS APPROVED MAILBOXES \ GYPSUM WALL BOARD; PAINTED \ CEILING FINISH; SEE FINISH SCHEDULE 0 DOOR AND FRAME; SEE DOOR SCHEDULE 09 WALL BASE; SEE FINISH SCHEDULE 0 NOT USED 0 ENTRY GATE; SEE A9.2 0 LANDSCAPING; S.L.D. 0 WINDOW SYSTEM; SEE WINDOW SCHEDULE REVIFWEO FOR CODE COMPLIAN OCT 3 0 2017 BUREAU vrnuAS NORTH AMERICA, I REv1E i pDPwil N1 MEs�� alln°fib so�`Tos once, cd to b4 a Penman' CO'a and apPr01 Ions of For, e n16 Codes sioiation °e W F%NO_ gurlin9vA�PENO z10N ApPAo A 1NSPEC 6^j`G�' aEv�„jo BY NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 \ 08-28-2017 BUILDING PERMIT REV. 02 \ CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED PLAN & ELEVATIONS: LOBBY A5.6 0 • RCP: GROUND FLOOR L. 1/8" = 1'-0" RCP: BASEMENT I 1 /8" = 1'-0" I: I r I I 0 I 0 T • r - • J J I 1 I 0 lam 7 Immo I I 1. I GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. PROVIDE FLOOR DRAINS; SLOPE 4"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL AND FIRE LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL FINISH TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, AND THEIR CONNECTION TO OTHER STRUCTURAL MEMBERS, ARE TO BE FIRE RATED. IF COLUMNS & POSTS ARE WITHIN WALLS, COLUMNS & POSTS TO BE INDIVIDUALLY ENCASED IN GYP. BD. IF COLUMN & POSTS ARE EXPOSED, COLUMNS & POSTS TO BE SPRAYED WITH INTUMESCENT PAINT. SEE SHEET A8.6 FOR ADDITIONAL DETAILS. 21. 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL SHEET NOTES 0 OPENING IN SLAB ABOVE OPROVIDE SPRAY -APPLIED CELLULOSE INSULATION. INSULATION TO BE MIN. 2'-0" BEYOND HABITABLE AREAS ABOVE, SEE T24 CALCULATION FOR INSULATION VALUE. PRODUCT TO BE K-13 OR EQUAL. 03 FLOOR/ROOF ABOVE, TYP. 0 EDGE OF BUILDING/ROOF BEL-rV IS PAGE WAS REVISED Revision # i/ BY DATE LEGEND INTERIOR UNITS: I SEE A5 SERIES FOR UNIT R.C.P.; TYPICAL, U.O.N. INTERIOR UNITS: SEE A5 SERIES FOR UNIT R.C.P.; TYPICAL, U.O.N. 1ST FLOOR: EXPOSED CONC. 1ST FLOOR: SPRAY -APPLIED CELLULOSE INSULATION. SEE T24 CALCULATION FOR INSULATION VALUE. +8'-0" DROP SOFFIT CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F. TO COORDINATE WITH MEP REQUIREMENTS GYPSUM BD. FINISH,P TYPICAL, U.O.IT CEILING NH PAINTED TO COORDINATE WITH MEP REQUIREMENTS RECESSED LIGHT FIXTURE, S.E.D. (CONTRACTOR TO PROVIDE 1HR-GYP. BD. ENCLOSURE AT RECESSED FIXTURES IN RATED ASSEMBLIES, TYP.) WALL MOUNTED LIGHT FIXTURE, S.E.D. BURLING REVIEWED PENDANT LIGHT FIXTURE, S.E.D. ,AME BLDG DEPA construed to be a bF 0r,or and approval rmit violation of the of any of 3urlingame B pdiVisions of PENDANT LIGHT FIXTURE, S.E.D. APPROVAL IDINSPDINGgFN des REVIEWED ray --__ DATE // 11 I o { "El3f- `� DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT N NORTH NORTH TRUEfe) �,-:D W NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ W i 0 c� O /q. ‘.01 BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET A 03-06-2020 BUILDING ENTRY A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F RTARLE: AS NOTED RCP: BASEMENT & GROUND FLOOR A6.1 -11 6 9 T4- I 00 1 00 L 4N\ 00 _ / RCP: 3RD FLOOR 1/8" =1'-0" > -0- RCP: 2ND FLOOR I 1/8" = 1'-0" 1 1 F l L. j \ m i ob , r / -----.n 64-� I • 00 6b `� I t ,F -- - - _-- _. L --I_... -1= L0\ III \, rj 7 I i GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS 15 ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. PROVIDE FLOOR DRAINS; SLOPE 4"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL AND FIRE LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL FINISH TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, AND THEIR CONNECTION TO OTHER STRUCTURAL MEMBERS, ARE TO BE FIRE RATED. IF COLUMNS & POSTS ARE WITHIN WALLS, COLUMNS & POSTS TO BE INDIVIDUALLY ENCASED IN GYP. BD. IF COLUMN & POSTS ARE EXPOSED, COLUMNS & POSTS TO BE SPRAYED WITH INTUMESCENT PAINT. SEE SHEET A8.6 FOR ADDITIONAL DETAILS. 21. 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL SHEET NOTES OOPENING IN SLAB ABOVE OPROVIDE SPRAY -APPLIED CELLULOSE INSULATION. INSULATION TO BE MIN. 2'-0" BEYOND HABITABLE AREAS ABOVE, SEE T24 CALCULATION FOR INSULATION VALUE. PRODUCT TO BE K-13 OR EQUAL. O FLOOR/ROOF ABOVE, TYP. 4 EDGE OF BUILDING/ROOF BELOW Rt�t »onn Alin CODE COMPLI OCT 3 0 20'7 @RW� lcjrjj/W NUHIH' AMERICA, N IN( LEGEND INTERIOR UNITS: SEE A5 SERIES FOR UNIT R.C.P.; TYPICAL, U.O.N. INTERIOR UNITS: SEE A5 SERIES FOR UNIT R.C.P.; TYPICAL, U.O.N. 1ST FLOOR: EXPOSED CONC. 1ST FLOOR: SPRAY -APPLIED CELLULOSE INSULATION. SEE T24 CALCULATION FOR INSULATION VALUE. +8'-0" DROP SOFFIT CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F. TO COORDINATE WITH MEP REQUIREMENTS INTED GYPSUM BD. FINISH,P TYPICAL, U.O.N.. VIT CEILING WITH .I I,F. TO COORDINATE WITH MEP REQUIREMENTS RECESSED LIGHT FIXTURE, S.E.D. (CONTRACTOR TO PROVIDE 1HR-GYP. BD. ENCLOSURE AT RECESSED FIXTURES IN RATED ASSEMBLIES, TYP.) WALL MOUNTED LIGHT FIXTURE, S.E.D. PENDANT LIGHT FIXTURE, S.E.D. PENDANT LIGHT FIXTURE, S.E.D. I // IN -0-, I I a O DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT NORTH N TRUE NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ CE 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED RCP: 2ND FLOOR & 3RD FLOOR A6.2 RCP: 5TH FLOOR 1/8" =1'-0" RCP: 4TH FLOOR I 1/8" =1'-0" r L I z\-z t _ I 691 ' / / I / I / -----o------ -I- -I 00 00 • E::: 0 C- \ E' LI I \ ------- \ \ \ fi / \o, 0 0 6 010I oh E 4 4 0 0 0 0 E 6 0 1 E; 7 i i OCI(•4- ItSS6 GENERAL NOTES 1. SEE CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. SEE AO SERIES FOR ADDITIONAL CLEARANCES & DETAIL NOT SHOWN 3. SEE A5 SERIES FOR UNIT DIMENSIONS, UNIT WALL TYPES, UNIT DOOR TAGS AND UNIT REFLECTED CEILING PLANS 4. SEE A6 SERIES FOR BUILDING REFLECTED CEILING PLANS 5. SEE A8 SERIES FOR WALL & FLOOR ASSEMBLIES 6. SEE A9 SERIES FOR DOOR, WINDOW & FINISH SCHEDULES 7. SEE A10.1 FOR TYPICAL FOUNDATION DETAILS 8. SEE A11.4 FOR GENERAL ACOUSTICAL DETAILS 9. PROVIDE 1 HOUR CONSTRUCTION WITH SOUND INSULATION BETWEEN RESIDENTIAL UNITS AND BETWEEN RESIDENTIAL UNITS AND PUBLIC AREAS (50 STC MIN.) PER 2016 CBC SECTION 1207. 10. ALL ROOF AREAS TO BE CLASS "B" PER 2016 CBC TABLE 1505.1. SEE A8 SERIES FOR MORE INFORMATION. 11. CONTRACTOR TO PROVIDE SOLID & CONTINUOUS BACKING FOR ALL WALL MTD. FIXTURES, ACCESSORIES, MILLWORK, EQUIPMENT RACKS, SHELVING, ETC. ALL BLOCKING TO BE SAME GAUGE AS FRAMING OR GREATER. 12. EXHAUST SHAFTS SHALL COMPLY WITH 2016 CBC SECTION 713, PROTECTED BY APPROVED FIRE DAMPERS. S.M.D. FOR MORE INFORMATION. 13. ALL PENETRATIONS SHALL CONFORM PER 2016 CBC SECTION 714; SEE SHEET A11.7 FOR MORE INFORMATION 14. ROOF AND OVERFLOW DRAINS © ROOF AND DECK AREAS SHALL CONNECT/FLOW TO PLANTERS TO CITY SEWER, S.C.D. 15. ALL HABITABLE ROOMS SHALL BE HEATED PER 2016 CBC 1204.1 16. ALL UNITS TO HAVE UNIT ENTRY SIGNAGE 17. PROVIDE FLOOR DRAINS; SLOPE 4"/FOOT. 18. PAINT ALL EXPOSED MECHANICAL, PLUMBING, ELECTRICAL AND FIRE LINES THROUGHOUT 19. SEE A3 SERIES FOR LOCATION OF EXTERIOR WALL FINISH TRANSITIONS 20. ALL STRUCTURAL COLUMNS & POSTS, AND THEIR CONNECTION TO OTHER STRUCTURAL MEMBERS, ARE TO BE FIRE RATED. IF COLUMNS & POSTS ARE WITHIN WALLS, COLUMNS & POSTS TO BE INDIVIDUALLY ENCASED IN GYP. BD. IF COLUMN & POSTS ARE EXPOSED, COLUMNS & POSTS TO BE SPRAYED WITH INTUMESCENT PAINT. SEE SHEET A8.6 FOR ADDITIONAL DETAILS. 21. 5 LB. CLASS ABC FIRE EXTINGUISHER SPACED SO THAT EVERY INTERIOR SPACE IS WITHIN 75' TO AN EXTINGUISHER. CABINET TO NOT PROTRUDE MORE THAN 4" INTO WALKWAYS, SEE 19/A11.4 FOR RECESS CABINET INSTALLATION DETAIL SHEET NOTES OOPENING IN SLAB ABOVE OPROVIDE SPRAY -APPLIED CELLULOSE INSULATION. INSULATION TO BE MIN. 2'-0" BEYOND HABITABLE AREAS ABOVE, SEE T24 CALCULATION FOR INSULATION VALUE. PRODUCT TO BE K-13 OR EQUAL. 03 FLOOR/ROOF ABOVE, TYP. 0 EDGE OF BUILDING/ROOF BELOW REVIEWED FOR CODE COMPLIL OCT 3 0 2017 BUREAU VtUITAS NORTH AMERICA, IN( LEGEND INTERIOR UNITS: SEE A5 SERIES FOR UNIT R.C.P.; TYPICAL, U.O.N. INTERIOR UNITS: SEE A5 SERIES FOR UNIT R.C.P.; TYPICAL, U.O.N. 1ST FLOOR: EXPOSED CONC. 1ST FLOOR: SPRAY -APPLIED CELLULOSE INSULATION. SEE T24 CALCULATION FOR INSULATION VALUE. +8'-0" DROP SOFFIT CEILING WITH PAINTED GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F. TO COORDINATE WITH MEP REQUIREMENTS P T CEILING WITH INTED _,/ GYPSUM BD. FINISH, TYPICAL, U.O.N.. V.I.F..ITO COORDINATE WITH MEP REQUIREMENTS RECESSED LIGHT FIXTURE, S.E.D. (CONTRACTOR TO PROVIDE 1HR-GYP. BD. ENCLOSURE AT RECESSED FIXTURES IN RATED ASSEMBLIES, TYP.) -(> WALL MOUNTED LIGHT FIXTURE, S.E.D. I o I PENDANT LIGHT FIXTURE, S.E.D. 4 PENDANT LIGHT FIXTURE, S.E.D. DIMENSION NOTES 1. WALL FRAMING: ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. SEE ENLARGED PLANS/DETAILS FOR DIMENSIONS NOT SHOWN HERE. PROJECT N TRUE NORTH NORTH NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w w O C� O d; vcr 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED RCP: 4TH FLOOR & 5TH FLOOR A6.3 NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w w O C� O d; vcr 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED RCP: 4TH FLOOR & 5TH FLOOR A6.3 STANDPIPE OUTLET AT INTERMEDIATE LANDING 39 A 5 TREADS / 39 /,i 23" © 11" 12" o LL , moo - emu 1 STAIR #2 PLAN: 1ST FLOOR ij 1/4" = 1'-0" A1ST FL. T.O.F.F. ABASEMENT T.O.F.F. STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 0") M 18 EQ. RISERS; STAIR #1 SECTION 1/4" = 1'-0" N F.O.F. STANDPIPE OUTLET AT INTERMEDIATE LANDING N 41" LL 23" A 5 TREADS / STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 © 11" 12" 41" 0 I I L r F.O.F. ..ems. DN —IN O ♦ U) 0_ w F TACTILE EXIT SIG PER 15/A0.9 IMO MI MN INN OM 64" STAIR #2 PLAN: FLOOR 5 1/4" =1'-0" STANDPIPE OUTLET AT INTERMEDIATE LANDING STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 1-1/2"0 GUARD 27" A.F.F. FOR CAN DETECTION; PAINT STAIR ID SIGN PER 14/A0.9 I TACTILE EXIT SIGN PER 15/A0.9 N 41" 23" 5 TREADS © 11" / 12" 41" I� STAIR ID SIGN PER 14/A0.9 I 1 DJ_ 0 11== Li r 1 F.O.F. UP L If 1 Y1 TREADS 1 y . DN 1 1 I 1 1 F V) N U) M N I A5TH FL. T.O.F.F. w co 7-1 0 STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 TACTILE EXIT `IGN PER 15/A0.9 L — — — — — / 2'/ 1 123" STAIR #2 PLAN: FLOORS 2-4 al 1/4" =1'-0" 12" 17 TREADS © 11" IL TACTILE EXIT SIGN PER 15/A0.9 PROVIDE TACTILE SIGNAGE STATING "WARNING: ENTERING GARAGE, BE AWARE OF VEHICLES" STAIR ID SIGN PER 14/A0.9 23" 1 I I UP .—=M NEB NM — STAIR ID SIGN PER 14/A0.9 1 1 1 I 1 i a v wiew STAIR #1 PLAN 1/4" =1'-0" 0 A4TH FL. T.O.F.F. A3RD FL. T.O.F.F. A2ND FL. T.O.F.F. tL A1ST FL. T.O.F.F. > -H ABASEMENT T.O.F.F. STANDPIPE OUTLET AT INTERMEDIATE LANDING 19 EQ. RISERS; 7" MAX 19 EQ. RISERS; 7" MAX. RISERS; 7" MAX. 6 w U) CL w c CL M W c w CO EE w U) U) w U) co U) w U) V) cn U) W co w L� co ELEVATOR ELEV. MACH. 6002 STAIR #2 ELEV. MACH. 6002 ELEVATOR STAIR #2 SECTION 7 STAIR #2 SECTION 1/4" =1'-0" 1/4" = 1'-0" ELEV. MACH. 6002 U) w U) w co U) w cn co cn EL- w co cn w cn U) 6 RISERS * 6 RISERS cn EE SHEET NOTES 1. SEE SHEET A11.1 FOR TYPICAL STAIR DETAILS. 19 EQ. RISERS; 19 EQ. RISERS; 7" MAX. 19 EQ. RISERS; 7" MAX. 19 EQ. RISERS; 7" MAX. Li 0 L.� 0 0 Li 0) 0) -H MEM FOR CD1E COT,". OCT 30 2011 BUREJ►uI rumiro ^ouriY4; NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED STAIR: PLANS & SECTIONS A7.1 TACTILE EXIT SIGN PER 15/A0.9 STAIR ID SIGN PER 14/A0.9 STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 U) w� N ♦ N No N I I I I 1 ALT. TREAD DEVICE TO NON -ACCESSIBLE ROOF UP • 1 1 1 I N) N Cr) r-) F.O.F. 12" STAIR #3 PLAN: FLOOR 5 1/4" = 1'-0" TACTILE EXIT SIGN - PER 15/A0.9 STAIR ID SIGN PER 14/A0.9 MIN 7 TREADS @ 11" 1 ■ I STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 23" 381,, 2 3 TREADS 23" @ 11" 12" 1 0 7 _ _ _ UP F.O.F. 1 DN 1 I STANDPIPE OUTLET AT INTERMEDIATE LANDING 1 1 1 0) I 12" STAIR #3 PLAN: FLOORS 2-4 1/4" =1'-0" STRIPPING ON TOP & BOTTOM TREAD PER 17/A11.1 1-1 /2" 0 GUARD @ 27" A.F.F. FOR CAN DETECTION; PAINT I 7 TREADS @ 1 1 " 23" 5 TREADS 23" / @ 11" MI In -- 381" 2 38" 12" I N STANDPIPE OUTLET AT INTERMEDIATE LANDING ROOF di 5TH FL. T.O.F.F. agi 4TH FL. T.O.F.F. 3RD FL. T.O.F.F. 2ND FL. T.O.F.F. itik 1ST FL - Iry T.O.F.F. co 0 U) 0 ±10'-6", V.I.F. L > p 1 N / of STAIR #3 PLAN: 1ST FLOOR 1/4" = 1'-0" 381" 2 0 STANDPIPE OUTLET AT INTERMEDIATE LANDING BASEMENT T.O.F.F. X Ui CC w U 0 w U) V) w (E` U) CC -A- CC w CC iAV WVi44N04V STAIR #3 U) ct w U) co X U CC w U 0 w 0) U CC � -W CC 19 EQ. RISERS; 7" MAX U) CC r LU U c w U) 00 U) CC w U) co cn • cn CC ▪ W U) CC 19 EQ. RISERS; 7" MAX. U) CC • w II STAIR #3 SECTION 1/4" =1'-0" III-1 I I !-i I III�.i�II1111�III=1I —I =11i-=III= I . 1=1= -1 111 1-1= 1-11 I-! 11-111=111- 111=111- I -I 11 III=1 111=11=1 1=11=111=111-1 ,1 111 111 I =III=III=1 1-111111 11 i =III= ° • III=III-I I I=111 111-111E11 - -i 11=111 -11 1 1=1 = = = I _ _ 111= ' "H 11 1111 11191-11 11-11 I-111-1 11 I-11 i=1-111E111=11111= 1= -' 11 =111=11= II III_ 1 I I I-111-111111-111=1-111-11=11 11— j11— "' 11 -III 11-111-11-11-ITi1 1 " "—III III —III —III —I I —III—I i co 0 -co 0 - H RISERS; 7" MAX. 6 w U) CC w U) it co STAIR #3 Ir1 U w U EE 00 U) V) cn r U ) w U) it CO \ �U W U cc * 6 RISERS U1 SHEET NOTES 1. SEE SHEET A11.1 FOR TYPICAL STAIR DETAILS. `II >',,„ fY I=1 1- I =i 1= 1- 7_111-I 11=111=III =11 I-111=111 =1 1=1 11=1 I I 11 I11-111=111=1 I Ill I III- 1= - IIIIII-III I 1=1 ! 1=1 I -I I III- -III 11 I- I I l l i I I III =! _ t_ 11 I I I-11- -III III iu 11 1=1.11=11-. =1 i 1_ 111_11 _. - I. =11 _ -. _ I 11 1T' 11 -11- -III-11- -11 I- I 1—Ill-1 I-111-111— 1 111=1 — ill =111-11 111-111=1 1111=1 11111=1111 I 111 I 11=1 I I11 111_ II 11=11 I- "-- " I-111 _Ill_111mlI-i i 1 _IIII111111=111=1 I I111=III111=TI111=i111111-111- 111'"- ——III—III i� STAIR #3 SECTION 1/4" = 1'-0" REVIE!FO FOR CODE COMPLIAR OCT 3 0 2017 BOREAL) vtrtifAS NORTH AMERICA, IN REVIEWED PARTMENT BURLINGAME BLDG 1i not M This plan check shall not b t construed tapOrcval of any Far, or are rov)sluna of violation of the P s Burlingame Building Codes APPROVAL INSPECTION FIELD DATE REVIEWS° 43Y__.-- NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ W Q 0 (s) uJ O Q co 41, z � J (T3-; cc) 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED STAIR: PLANS & SECTIONS A7.2 I -r 3 I 1 1 1 1 1 1 r L 60"x60" CLR. - — — 1 1 1 i ELEVATOR PLAN, FLOORS 2-5 1/4" =1'-0" O IMOM I IWM IN M M 11111M O', D 1 1 60"x60" CLR. INN I I I I ELEVATOR PLAN, 1ST FLOOR 1/4" =1'-0" 6'-9" WALL TO WALL 60"x60" CLR. ELEVATOR PLAN, BASEMENT I 1/4" =1'-0" ELEVATOR COMPLIES W/ CBC SECTION 3002.4, FITS A 24" X 84" STRETCHER ELEVATOR COMPLIES W/ CBC SECTION 3002.4, FITS A 24" X 84" STRETCHER 90 MIN. ELEVATOR DOORS, BY MFR. 3'-6" MIN. OPENING CO RCP C; O EQ. EQ. 0 EQ. STAINLESS STEEL PANEL RECESSED LIGHT FIXTURE; TYP. OF 6 BOTTOM OF CEILING di +8'-6" DECORATIVE WALL PANEL, COLOR 1; TYP. 11„ CLR. 2 Q r0 O ^I O N ELEVATOR FLOOR Lik 0.00' BOTTOM OF CEILING di +8'-6" ELEVATOR CONTROLS, BY MFR. TYP. 6" METAL BASE ELEVATOR FLOOR jilik 0.00' 411-1 BOTTOM OF CEILING A +8'-6' DECORATIVE WALL PANEL, COLOR 1; TYP. ELEVATOR FLOOR A 0.00' BOTTOM OF CEILING A +8'-6" DECORATIVE WALL PANEL, COLOR 1; TYP. METAL HANDRAIL, TYP. WALL PANEL REVEAL, TYP. ELEVATOR FLOOR A 0.00' ELEVATOR CAB INTERIOR ELEVATIONS at 1/4" =1'-0" 5TH FL. T.O.F.F. 4TH FL. T.O.F.F. ±10'-5". V.I.F. di 3RD FL. T.O.F.F. 2ND FL. T.O.F.F. ±10'-10", V.I.F 1ST FL. 11-1 T.O.F.F. Lik BASEMENT T.O.F.F. ELEVATOR SECTION 1/4" =1'-0" 2 A8.6 SIM. IL l eVA TXX-;x-Xi*` STAIR #2 J SHEET NOTES 1. SEE SHEET A0.9 FOR TYPICAL ELEVATOR ACCESSIBILITY DETAILS. 2. SEE SHEET A11.2 FOR TYPICAL ELEVATOR DETAILS. ELEVATOR ELEV. MACH. D! a DECK DECK Es eele eA44A DECK GARAGE PROVIDE 3 S.F. OF ELEVATOR VENTING PER CBC 3004. VENTS SHALL BE CAPABLE OF MANUAL OPERATIONS ONLY. S.S.D. FOR ELEVATOR HOIST BEAM SIZE AND LOCATION 2 HR. RATED ASSEMBLY; SEE WALL ASSEMBLIES 2-HR. RATED ASSEMBLY; SEE WALL ASSEMBLIES GARAGE ALIGN F.O.F. OF FRAMED WALL WITH FACE OF CONC. ALIGN F.O.F. OF FRAMED WALL WITH FACE OF CONC. REVIEW!) FOR CODE COMPLIANCE OCT 3 0 2017 BUR; iw vt. rIS NUM AMERICA, INC. REVIEWED BURLINGAME BLDG DEPARTMENT This plan chock shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIEI D INSPECTION REVIEWED BY DATE_ NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED ENLARGED ELEVATOR: PLANS & SECTION A7.3 CBC CHAPTER 7 TABLE 721.X (X) REFERENCES TABLE 721.1(2) RATED FIRE -RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS °•°„p MATERIAL ITEM NUMBER CONSTRUCTION MINIMUM FINISHED THICKNESS FACE-TO- FACE'('nches) 4 hours 3 hours 2 hours hour 1. Brick of clay or shale 1-1.1 Solid brick of clay or shale". 6 4.9 3.8 2.7 1-1.2 Hollow brick, not filled. 5.0 4.3 3.4 2.3 1-1.3 Hollow brick unit wall, grout or filled with perlite vermiculite or expanded shale aggregate. 6.6 5.5 4.4 3.0 1-2.1 4" nominal thick units at least 75 percent solid backed with a hat -shaped metal furring channel 3/4" thick formed from 0.021" sheet metal attached to the brick wall on 24" centers with approved fasteners, and 1/2" Type X gypsum wallboard attached to the metal furring strips with I "-long Type S screws spaced 8" on center. 5d 2. Combination. of clay brick and load -bearing hollow clay tile 2-1.1 4" solid brick and 4" tile (at least 40 percent solid). 8 2-1.2 4" solid brick and 8" tile (at least 40 percent solid). 12 3. Concrete masonry units 3-1.1r.a Expanded slag or pumice. 4.7 4.0 3.2 2.1 3-1.21. Expanded clay, shale or slate. 5.1 4.4 3.6 2.6 3-1.3f Limestone, cinders or air-cooled slag. 5,9 5.0 4.0 2.7 3-1.41;a Calcareous or siliceous gravel. 6.2 5.3 4.2 2.8 4. Solid concrete n; 4-LI Siliceous aggregate concrete. 7.0 6.2 5.0 3.5 Carbonate aggregate concrete. 6.6 5.7 4.6 3.2 Sand -lightweight concrete. 5.4 4.6 3.8 2.7 Lightweight concrete. 5.1 4.4 3.6 2.5 5. Glazed or unglazed facing tile, nonload- hearing 5-1.1 One 2" unit cored 15 percent maximum and one 4" unit cored 25 percent maximum with — 63/8 — /,1' mortar -filled collar joint. Unit positions reversed in alternate courses. GAFC5011 GA FILE NO. FC 5011 PROPRIETARY" WOOD I -JOISTS, WOOD STRUCTURAL PANELS, GYPSUM FLOOR TOPPING, RESILIENT CHANNELS, GLASS FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD Base layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used) with 1" Type S drywall screws 16" o.c. Gypsum board end joints located midway between continuous channels and attached with screws 8" to additional pieces of channel 60" long located 3" back on either side of end joint. Resilient channels applied at right angles to minimum 10" deep wood I joists spaced a maximum of 19" o.c. with 11/4" Type S drywall screws. Face layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 15/8" Type S drywall screws 8" o,c. and 11/2" Type G screws 8" o.c. at the butt joints located mid -span between the resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation applied directly over gypsum board Wood I joists supporting 19/32" wood structural panel subfloor applied at right angles to joists with construction adhesive and 6d ring shank nails 12" o.c. Minimum 1/2" proprietary gypsum floor topping applied over subfloor. STC rated with I joists spaced 24" o,c,, 31/2" glass fiber insulation in joist spaces, 5/4' proprietary gypsum floor topping poured over 1/4' proprietary sound reduction mat, and with finish flooring of sheet vinyl, engineered wood laminate, and ceramic tile. (STC 64 when sheet vinyl or engineered wood laminate is applied to floor; STC 66 when tested with ceramic tile applied to floor.) PROPRIETARY GYPSUM COMPONENTS United States Gypsum Company - Vz' SHEETROCK® Brand FIRECODE® C Core Gypsum Panels - LEVELROCK® Brand Floor Underlayment 1 HOUR FIRE Approx. Ceiling Weight: Fire Test: Sound Test: IIC & Test: 60 to 64 STC SOUND 3 psf UL R1319, 05NK04589, 2-4-05; UL R1319, 05NK09496, 3-31-05; UL Design L570 RAL OT03-05, 4-22-03; RAL 0T03-07, 4-29-03; RAL 0T03-09, 6-18-03 (58 sheet vinyl), RAL OT03-06, 4-22-03; (62 engineered wood laminate) RAL OT03-08, 4-29-03; (54 ceramic tile) RAL OT03-10, 6-18-03 GA FC 5408 5-1.2 One 2" unit cored 15 percent maximum and one 4" unit cored 40 percent maximum with 3/4" mortar -filled collar joint. Unit positions side with 3/4" gypsum plaster. Two wythes tied together every fourth course with No. 22 gage corrugated metal ties. 63/4 5-1.3 One unit with three cells in wall thickness, cored 29 percent maximum. 6 5-1.4 One 2" unit cored 22 percent maximum and one 4" unit cored 41 percent maximum with 1/4" mortar -filled collar joint. Two wythes tied together every third course with 0.030" (No. 22 galvanized sheet steel gage) corrugated metal ties. 6 5-1.5 One 4" unit cored 25 percent maximum with gypsum plaster on one side. 43/4 5-1.6 One 4" unit with two cells in wall thickness, cored 22 percent maximum. 4 5-1.7 One 4" unit cored 30 percent maximum with 3/4" vermiculite gypsum plaster on one side. 411, 5-1.8 One 4" unit cored 39 percent maximum with 3/4" gypsum plaster on one side. 41/; I ABLE 721.1(2)—continued RATED FIRE -RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS MATERIAL ITEM NUMBER CONSTRUCTION MINIMUM FINISHED THICKNESS FACE-TO-FACE' (Inches) GA FILE NO. FC 5408 GENERIC WOOD TRUSSES, GYPSUM WALLBOARD Base layer 5/8" type X gypsum wallboard applied at right angles to parallel chord wood trusses 24" o.c. with 1 1/4" Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1 7/8" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 1 1/2" Type G drywall screws 12' o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Trusses supporting 1/2" wood structural panels applied at right angles to joists with 8d nails. 1 HOUR FIRE Approx. Ceiling Weight: Fire Test: Sound Test: 35 to 39 STC SOUND 5 psf FM FC 172, 2-25-72; ITS, 8-6-98 Estimated 4 hours 3 hours 2 hours hour 14. Wood studs -interior partition with gypsum wallboard each side 14-1.1n,m 2" x 4" wood studs 16" on center with two layers of regular gypsum wallboard` each side, 4d cooler" or wallboard" nails at 8" on center first layer, 5d cooler" or wallboard" nails at 8" on center second layer with laminating compound between layers, joints staggered. First layer applied full length vertically, second layer applied horizontally or vertically. 5 I4-1.2',' 2" x 4" wood studs 16" 0on center with two la yers 1/2" regular gypsumwallboard applied vertically or horizontally each side', joints staggered. Nail base layer with 5d cooler" or wallboard" nails at 8" on center face layer with 8d cooler" or wallboard" nails at 8" on center. 51/; 14-1.31'1" 2" x 4" wood studs 24" on center with 5/8" Type X gypsum wallboard` applied vertically or horizontally nailed with 6d cooler" or wallboard" nails at 7" on center with end joints on nailing members. Stagger joints each side. 14-1.4' 2" x 4" fire -retardant -treated wood studs spaced 24" on center with one layer of 5/," Type X gypsum wallboard applied with face paper grain (long dimension) parallel to studs. Wallboard attached with 6d cooler" or wallboard" nails at 7" on center. 43/4d 14-1.5" 14-1.6' 2" x 4" wood studs 16" on center with two layers 5/8" Type X gypsum wallboard` each side. Base layers applied vertically and nailed with 6d cooler" or wallboard" nails at 9" on center. Face layer applied vertically or horizontally and nailed with 8d cooler" or wallboard" nails at 7" on center. For nail -adhesive application, base layers are nailed 6" on center. Face layers applied with coating of approved wallboard adhesive and nailed 12" on center. 2" x 3" fire -retardant -treated wood studs spaced 24" on center with one layer of 5/8" Type X gypsum wallboard' applied with face paper grain (long dimension) at right angles to studs. Wallboard attached with 6d cement -coated box nails spaced 7" on center. 6 35/h„ 15. Exterior or interior walls (continued) 15-1.1'." Exterior surface with 4/4" drop siding over'/," gypsum sheathing on 2" x 4" wood studs at 16" on center, interior surface treatment as required for I -hour -rated exterior or interior 2" x 4" wood stud partitions. Gypsum sheathing nailed with 13/4" by No. 11 gage by head galvanized nails at 8" on center. Siding nailed with 7d galvanized smooth box nails. Varies 15-1.21'm 2" x 4" wood studs 16" on center with metal lath and 3/4" cement plaster on each side. Lath attached with 6d common nails 7" on center driven to 1" minimum penetration and bent over. Plaster mix 1:4 for scratch coat and 1:5 for brown coat. by volume, cement to sand. 53/8 15-1.31. 2" x 4" wood studs 16" on center with 7/8" cement plaster (measured from the face of studs) on the exterior surface with interior surface treatment. as required for interior wood stud partitions in this table. Plaster mix 1:4 for scratch coat and 1:5 for brown coat, by volume, cement to sand. Varies 15-1.4 35/8" No. 16 gage noncombustible studs 16" on center with 7," cement plaster (measured from the face of the studs) on the exterior surface with interior surface treatment as required for interior, nonbearing, noncombustible stud partitions in this table. Plaster mix 1:4 for scratch coat and 1:5 for brown coat, by volume. cement to sand. Var- ._._ L• es° GAWP 3243 GA FILE NO. WP 3243 GENERIC GYPSUM WALLBOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 24" o.c. with 11/4" Type S drywall screws. One layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 8" o.c. with vertical joints located midway between studs. 3" mineral or glass fiber insulation in stud space. OPPOSITE SIDE: One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 6d cement coated nails, 17/8" long, 0.0915" shank, 15/84" heads, 7" o.c. Vertical joints staggered 24" on opposite sides. (LOAD -BEARING) 1 HOUR FIRE 50 to 54 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 53/s" 7 psf Based on UL R14196, 05NK05371, 2-15-05, UL Design U309 NRCC TL-93-103, IRC-IR-761, 3/98 GA WP 5508 GAFC5112 GA FILE NO. FC 5112 PROPRIETARY' WOOD JOISTS, WOOD STRUCTURAL PANELS, GYPSUM FLOOR TOPPING, RESILIENT CHANNELS. GLASS OR MINERAL FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD One layer 5/s" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24" o.c. (16" o.c, when bait insulation is used; 12" o.c. when loose fit insulation is used) with 1" Type S drywall screws 12" o.c. Gypsum board end joints located midway between continuous channels and attached with screws 8" to additional pieces of channel 60" long located 3" back on either side of end joint. Resilient channels applied at right angles to nominal 2 x 10 wood joists spaced a maximum of 24" o.c. with 11/4" Type S drywall screws. Glass or mineral fiber batt insulation stapled to subfloor or or loose fill insulation applied directly over gypsum board. Wood joists supporting 15/32" wood structural panel subfloor applied at right angles to joists with construction adhesive and 6d ring shank nails 12" o.c. Minimum 1/2" proprietary gypsum floor topping applied over subfloor. STC and IIC rated with both joists and resilient channels spaced 16" o.c., 31/2" glass fiber insulation in joist spaces, 1" proprietary gypsum floor topping poured over 1/4" proprietary sound reduction mat, and with finish flooring of C&P, sheet vinyl, engineered wood laminate, and ceramic tile. PROPRIETARY GYPSUM COMPONENTS United States Gypsum Company 5/a" SHEETROCK® Brand FIRECODE® C Core Gypsum Panels - LEVELROCK® Brand Floor Underiayment 1 HOUR FIRE Approx. Ceiling Weight: Fire Test: Sound Test: I IC & Test: 50 to 54 STC SOUND 3 psf UL R1319, 05NK04589, 2-4-05; UL R1319, 05NK09496, 3-31-05; UL Design L569 RAL TL04-31 & 32, 2-11-04; RAL TL04-33 & 34, 2-22-04; RAL TL04-67, 3-19-04 (51 generic sheet vinyl), RAL IN04-004, 4-22-04; (77 generic C&P) RAL IN04-005, 4-22-04; (54 cushion sheet vinyl) RAL IN04-006, 4-26-04; (55 engineered wood laminate) RAL IN04-007, 4-26-04; (52 ceramic tile) RAL IN04-009, 4-26-04 GAWP 1350 GA FILE NO. WP 1350 GENERIC GYPSUM WALLBOARD, STEEL STUDS One layer 51a" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 35/8" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on opposite sides. (NLB) 35 to 39 STC SOUND Thickness: 47/a" Approx, Weight: 6 psf Fire Test: FM WP-45, 6-19-68; OSU T-1770, 8-61; ULC 79T484, 79T500, 79T497, 8-12-81, ULC Design W415 Sound Test: NGC 2005004, 6-15-05 RAL TL06-114, 4-11-06 GAWP 3510 GA FILE NO. WP 3510 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8' type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. (LOAD -BEARING) 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 35 to 39 STC SOUND 4 7/8" 7 psf UL R3501-47, -48, 9-17-65, Design U309; UL R1319-129, 7-22-70, UL Design U314 NGC 2404, 10-14-70 GAWP 7058 GA FILE NO. WP 5508 PROPRIETARY" GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" proprietary type X gypsum wallboard applied parallel or at right angles to each side of double row of 2 x 4 wood studs 24" o.c. on separate plates with 11/4" drywall screws 8" o,c. No minimum airspace between rows of studs. Joints staggered 16" on opposite sides. Sound tested with 1" air space between rows of studs and 31/2" glass fiber insulation in stud cavity on both sides. (LOAD -BEARING) PROPRIETARY GYPSUM BOARD American Gypsum Company LLC - 5/8" FireBloc® Type X 1 HOUR FIRE 55 to 59 STC SOUND Thickness; 91/2" Approx. Weight: 10 psf Fire Test: UL R14196, 06NK07241, 3-13-06, UL Design U341 Sound Test: RALTLI1-160, 7-11-11 GA FILE NO. WP 7058 PROPRIETARY" GYPSUM WALLBOARD, STEEL I, C-H OR C-T STUDS One layer 1" x 24" proprietary type X gypsum panels inserted between 2112" floor and ceiling runners with tab -flange section of 21/2" steel I, C-H, or C-T studs between panels. OPPOSITE SIDE: Base layer 5/8" proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 1" Type S drywall screws 24" o.c. Face layer 5/8" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to base layer with 151a" Type S drywall screws 12" o.c. (NIB) Sound tested with resilient channels 24" o.c. on double layer side and 11/2' glass fiber friction fit in stud cavity. PROPRIETARY GYPSUM BOARD American Gypsum Company LLC 5/a" FireBloc® Type X 1" Shaft Liner 2 HOUR FIRE 50 to 54 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 33/4" 9 psf UL R14196, 05NK29331, 2-18-06, UL Design V455 RALTL10-359, 11-2-10 TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS'.4 FLOOR OR ROOF CONSTRUCTION 1. Siliceous aggregate concrete 2. Carbonate aggregate concrete 3. Sand - lightweight concrete 4. Lightweight concrete 5. Reinforced concrete ITEM NUMBER 2-1.1 3-1.1 4-1.1 5-I.1 CEILING CONSTRUCTION 5-2.1 Slab (no ceiling required). Minimum cover over nonprestressed reinforcement shall not be less than 3/"b a THICKNESS OF FLOOR OR ROOF SLAB (Inches) 4 hours 3 hours 2 hours hour MINIMUM THICKNESS OF CEILING (inches) 4 hours 3 hours 2 hours hour 7.0 6.2 5.0 3.5 6.6 5.. 4.6 3.2 5.4 4.6 3.8 2.7 Slab with suspended ceiling of vermiculite gypsum plaster over metal lath attached to 7," cold -rolled channels spaced 12" on center. Ceiling located 6" minimum below joists. 3/H' Type X gypsum wallboard' attached to 0.018 inch (No. 25 carbon sheet steel gage) by 7," deep by 2'/8" hat -shaped galvanized steel channels with 1"-long No. 6 screws. The channels are spaced 24" on center. span 35" and are supported along their length at 35" intervals by 0.033" (No. 21 galvanized sheet gage) galvanized steel flat strap hangers having formed edges that engage the lips of the channel. The strap hangers are attached to the side of the concrete joists with 5/„" by 11/4" long power -driven fasteners. The wallboard is installed with the long dimension perpendicular to the channels. All end joints occur on channels and supplementary channels are installed parallel to the main channels, 12" each side, at end joint occurrences. The finished ceiling is located approximately 12" below the soffit of the floor slab. 5.1 3 4.4 3.6 21/, 2.5 3/4 5/8 GAWP 8105 GA FILE NO. WP 8105 GENERIC GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SIDE: One layer 48" wide 5/8" type X gypsum sheathing applied parallel to 2 x 4 wood studs 24" o.c. with 1 3/4" galvanized roofing nails 4" o.c. at vertical joints and 7' c.c. at intermediate studs and top and bottom plates . Joints of gypsum sheathing may be left utreated. Extrerior cladding to be attached through sheathing to studs. INTERIOR SIDE: One layer 5/8" type X gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated nails 1 7/8" long, 0.0915' shank, 1/4" heads 7" o.c. (LOAD -BEARING) 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: Varies 7 psf See WP 3510 (UL R3501-47, -48, 9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314) GAWP 8204 GA FILE NO. WP 8204 PROPRIETARY* GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE, STEEL STUDS EXTERIOR SIDE: Base layer 5/8" proprietary type X gypsum sheathing or glass mat gypsum substrate (sheathing) applied parallel or at right angles to 35/8" steel studs 24" o.c. with 1" Type S drywall screws 16" o.c. Face layer 5/8' proprietary type X gypsum sheathing or glass mat gypsum substrate (sheathing) applied parallel or at right angles to studs with 15/s" Type S drywall screws 16" o.c. INTERIOR SIDE: Base layer 5/s" proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 1" Type S drywall screws 16" c.c. Face -layer 5/s" proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 15/s" Type S drywall screws 16" o.c. Face layer horizontal joints need not be staggered or backed from base layer or on opposite sides. (NLB) PROPRIETARY GYPSUM PANEL PRODUCT United States Gypsum Company - 5/e" SECUROCK® Glass -Mat Sheathing Panels 5/e" SHEETROCK® Brand UltraLight Panels FIRECODE® X 2 HOUR FIRE Thickness: Approx. Weight: Fire Test: 61/8" 7 psf UL R1319, 08NK19249, 9-1-09, UL Design U419 GA FC 5406 GA FILE NO. FC 5406 GENERIC WOOD JOISTS, GYPSUM WALLBOARD Base layer 5/8" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1 114" Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1 7/8" Type W or S drywall screws 12" c.c. at joints and intermediate joists and 1 1/2" Type G drywall screws 12" o.c. placed 2' back on either side of end joints. Joints offset 24" from base layer joints. Wood joists supporting 1/2" plywood with exterior glue applied at right angles to joists with 8d nails. Ceiling provides one hour fire resistance protection for framing, Including trusses. 1 HOUR FIRE 35 to 39 STC SOUND t Approx. Ceiling Weight: Fire Test: Sound Test: 5 psf FM FC 172, 2-25-72; ITS, 8-6-98 Estimated GAWP 1616 GA FILE NO. WP 1616 GENERIC GYPSUM WALLBOARD, STEEL STUDS Base layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 3518" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs. Face layer 5/a" plain or predecorated type X gypsum wallboard or gypsum veneer base applied parallel to each side laminating compound combed over entire surface. Metal base and top retainer channels. Joints staggered 24" each layer and side. (NLB) 2 HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 45 to 49 STC SOUND 61 /s" 10 psf UL R1319-31, 6-2-60, UL Design U411 NGC 2005005, 6-15-05 RAL TL06-115, 4-12-06 GAWP 3825 GA FILE NO. WP 3825 PROPRIETARY* 'GYPSUM WALLBOARD, WOOD STUDS Base layers/a" type X gypsum wallboard applied at parallel to each side of 2 x 4 wood studs 24" o.c. with 11/4" Type Pe S drywall screws 8" o.c. Fa ce layer 5/8" type X gypsum wallboard applied parallel to each side with 2" Type S drywall screws 8" o.c. Joints staggered 24" each layer and side. Sound tested with resilient channels 24" o.c. on one side and and 31/2" glass fiber insulation in the stud cavity. (LOAD -BEARING) PROPRIETARY GYPSUM BOARD American Gypsum Company LLC - 5/8" FireBloc® Type X 2 HOUR FIRE 55 to 59 STC SOUND Thickness: 61/s" Approx. Weight: 13 psf Fire Test: UL R14196, 11NK09957, 7-22-11, UL Design U301 Sound Test: RAL TL11-164, 7-12-11 GAWP 8007 GA FILE NO. WP 8007 PROPRIETARY - GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE, STEEL STUDS EXTERIOR SIDE: One layer 5/e" proprietary type X glass mat gypsum substrate (sheathing) applied parallel or at right angles to 35/a" steel studs 24" o.c. with 1" Type S corrosion resistant screws 8" o.c. at vertical studs and 12" o.c. at perimeter runners. Joints caulked with flexible, non -hardening building sealant or covered with weather exposed cladding or finish system. INTERIOR SIDE: One layer 5/8" proprietary type X glass mat gypsum substrate, glass mat water-resistant gypsum backing board, gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with 1" Type S drywall screws 8" o.c. at studs and 12" o.c. at floor and ceiling runners. (NLB) Temple-Inland PROPRIETARY GYPSUM PANEL PRODUCT 5/s" GreenGlass Type X 5/e" Type X 1 HOUR FIRE Thickness: 47/a" Approx. Weight: 6 psf Fire Test: UL R6937, 06NK17962, 2-17-07, UL Design U465 GAWP8416 GA FILE NO. WP 8416 PROPRIETARY* GYPSUM WALLBOARD. GLASS MAT GYPSUM SUBSTRATE. WOOD STUDS EXTERIOR SIDE: Base layer 5/8" proprietary type X glass mat gypsum substrate (sheathing) applied parallel or at right angles to 2 x 4 wood studs 16" o.c. with 17/e", 0.0915" shank, 1/4" head, galvanized roofing nails 6" o.c. Face layer 5/8" proprietary type X glass mat gypsum substrate (sheathing) applied parallel or at right angles to studs to with 23/e", 0.113" shank, 9/32" head, galvanized roofing nails 8" o.c. Exterior cladding to be attached through glass mat gypsum panel to studs. INTERIOR SIDE: Base layer 5/s" proprietary type X gypsum board applied parallel or at right angles to studs with 17/a", 0.0915" shank, 1/4" head nails 6" o.c. Face layer 5/a" proprietary type X gypsum board applied parallel or at right angles to studs with 23/s", 0.113" shank, 9/32" head nails 8" o.c. Joints staggered 16" each layer and side. (LOAD -BEARING) PROPRIETARY GYPSUM PANEL PRODUCTS CertainTeed Gypsum Inc. CertainTeed Gypsum Canada Inc. National Gypsum Company Temple-Inland 5/s" ProRoc® Type X Gypsum Panels 5/8" GlasRoc® Sheathing Type X Gypsum Panels 5/a" Pro Roc® Type X Gypsum Panels 5/8" e2XP® FIRE -SHIELD® Gypsum Sheathing 5/e" Gold Bond® Brand FIRE -SHIELD® Gypsum Board 5/8" GreenGlass Type X 5/e" Type X Thickness: Approx. Weight Fire Test: 61/a" 12 psf Based on UL R3660/R15187, 2-4-02; UL R6937, 08NK02787, 9-19-08; UL Design U301 REVIEWED FOR CODE COMPLIANC OCT 30 2017 BUREAU VERITAS NORTH AMERICA, INC REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ W Tom; BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415)777-0561 P (415) 777-5117 F SCALE: AS NOTED WALL, FLOOR. CEILING & ROOF RATINGS SHEET NOTES: 1. PRIOR TO APPLICATION OF W.R.B., COVER SEISMIC STRAPS & OTHER EXPOSED HARDWARE W/ SELF -ADHERED FLASHING. 2. FOR ADDITION STONE DETAILS SEE SHEET A10.3 3. GYP. BD. ON EXTERIOR OF THE BUILDING TO BE EXTERIOR GRADE GYP. BD. 4. AT EXTERIOR WALLS WITH SHEAR PANELS, PROVIDE CONTINUOUS SHEATHING TO MATCH SHEAR WALLS TO CREATE A FLUSH AND FLAT FINISH FOR THE FINISH WALL MATERIAL; S.S.D. FOR ADDITIONAL REQUIREMENTS. 5. AT INTERIOR WALLS WITH SHEAR PANELS, PROVIDE FURRING TO MATCH SHEAR WALLS TO CREATE A FLUSH AND FLAT FINISH FOR THE FINISH WALL MATERIAL; S.S.D. FOR ADDITIONAL REQUIREMENTS. 0 it w x w r*, EO.4 CC 0 w H- z MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY ACOUSTICAL OR THERMAL BATT INSULATION PER T24 S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS MTL. STUD, S.S.D. 1 LAYER 5/8" EXTERIOR GRADE GYP. BD. NON -RATED EXTERIOR WALL 1-1/2" = 11-0" W/ MANUFACTURED STONE f CC 0 w H- z WOOD SLATS, STAIN WOOD RAINSCREEN FURRING (3/8" MIN.) 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" EXTERIOR GRADE GYP. BD. EACH SIDE S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS 2x6 STUDS AT 16" O.C., S.S.D. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 UL# U309 E1.6 1 HR. EXTERIOR WALL 1-1/2" = 1'-0" W/ WOOD SLAT © VERTICAL WALL SECTION 0 w F— z GA WP 8105 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 12" NO REVEAL METAL SIDING COMPOSITE PANEL CLIP BY MFR., LOCATE ON STUD ACOUSTICAL OR THERMAL BATT INSULATION PER T24 PLYWD. SHEATHING, S.S.D. FOR OTHER REQUIREMENTS 1 LAYER 5/8" TYP. 'X' GYP. BD., BOTH SIDES 2x STUDS AT 16" 0.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS); S.S.D. UL# U309 OA HORIZONTAL WALL SECTION 1 HR. EXTERIOR WALL E1.3 1-1/2"=1'-0" W/ METAL SIDING 0 w F— x w a ° ° y / 8 e o' E - I - w E0.7 CC 0 it w F— x w - ti I CC 0 w F- z MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 6Q-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" EXTERIOR GRADE GYP. BD. EACH SIDE S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS 2x6 STUDS AT 16" O.C., S.S.D. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 UL# U309 Et5 1 HR. EXTERIOR WALL W/ MANUFACTURED STONE GA WP 8105 EI MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS 2x6 STUDS AT 16" O.C., S.S.D. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 NON -RATED EXTERIOR WALL -r 1-1/2" =1'-0" W/ MANUFACTURED STONE OB VERTICAL WALL SECTION r(-) o' 0 w H- x w 0 w z 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY COMPOSITE PANEL CLIP BY MFR., LOCATE ON STUD 12" NO REVEAL METAL SIDING ACOUSTICAL OR THERMAL BATT INSULATION PER T24 S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS 1 LAYER 5/8" TYP. 'X' GYP. BD. 2x STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS); S.S.D. 0 HORIZONTAL WALL SECTION E0.3 NON -RATED WALL 1-1/2" 1'-0° W/ METALEXTERIOR SIDING 0 w F x w 4 r 4 4 L CC 0 it w F- z GA WP 8105 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 1 LAYER 5/8" TYP. 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS 2x6 STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) 1-HR. RATED, CBC 2016 TABLE 721.1(2), NO. 15-1.3 SIM. 12 0 w f— x w MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" EXTERIOR GRADE GYP. BD. EACH SIDE S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS MTL. STUD, S.S.D. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 E1.4 1 HR. EXTERIOR WALL MANUFACTURED STONE 0 w E— x w GA WP 8007 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 1 LAYER 5/8" TYP. 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS o' 0 o' w z 1 HR. EXTERIOR WALL 1 HR. EXTERIOR WALL 1-1/2" = 11-0° W/ CEMENT PLASTER I. 1-1/2° =1'-0° W/ CEMENT a II . L I I L ° a =C�Jc CC o LLJ X x w E0.6 MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS MTL. STUD, S.S.D. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 NON -RATED EXTERIOR WALL 1-1/2" =1'-0" W/ MANUFACTURED STONE L' DC 0 w H- z 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 1 LAYER 5/8" TYP. 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 PLYWD. SHEATHING, S.S.D. FOR OTHER PLYWD. REQUIREMENTS 2x6 STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) E0.2 N- 1-1/2" ON=1RATED'-0° W/ CEMENTEXTERIOR PLASTWALLER MTL. STUD, S.S.D. 1-HR. RATED, CBC 2016 TABLE 721.1(2), NO. 15-1.4 SIM. PLASTER E0.5 rtC 0 w MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY ACOUSTICAL OR THERMAL BATT INSULATION PER T24 S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS 2x6 STUDS AT 16" O.C., S.S.D. 1 LAYER 5/8" EXTERIOR GRADE GYP. BD. REVIEWED BURLINGAME BLDG DEPARTME This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes. NON -RATED EXTERIOR WALL V APPROVAL PENDING FINAL FIELD INSPECTION NAL 1-1/2" =11-0" W/ MANUFACTURE , it DATE I 0 w z 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 1 LAYER 5/8" TYP. 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION PER T24 S.S.D. FOR PLYWOOD SHEATHING REQUIREMENTS MTL. STUD, S.S.D. RE[nr",".„ r..,�. OCT 3 0 2017 BUREgo rr.ituN, NUHly AMERICA, E0.1 N- 1-1/2" ON=1RATED'-0° W/ CEMENTEXTERIOR PLASTWALLER NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED WALL TYPES: EXTERIOR A8.IA SHEET NOTES: 1. PRIOR TO APPLICATION OF W.R.B., COVER SEISMIC STRAPS & OTHER EXPOSED HARDWARE W/ SELF -ADHERED FLASHING. 2. FOR ADDITION STONE DETAILS SEE SHEET A10.3 3. GYP. BD. ON EXTERIOR OF THE BUILDING TO BE EXTERIOR GRADE GYP. BD. 4. AT EXTERIOR WALLS WITH SHEAR PANELS, PROVIDE CONTINUOUS SHEATHING TO MATCH SHEAR WALLS TO CREATE A FLUSH AND FLAT FINISH FOR THE FINISH WALL MATERIAL; S.S.D. FOR ADDITIONAL REQUIREMENTS. 5. AT INTERIOR WALLS WITH SHEAR PANELS, PROVIDE FURRING TO MATCH SHEAR WALLS TO CREATE A FLUSH AND FLAT FINISH FOR THE FINISH WALL MATERIAL; S.S.D. FOR ADDITIONAL REQUIREMENTS. COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) FIRE -RESISTANCE RATING (hours) i CONCRETE AGGREGATE TYPE Restrained Unrestrained 1 11/2 2 3 4 1 11/2 2 3 4 Siliceous 3!4 3/4 3/4 3/4 3/4 3!4 3/4 1 11/4 i s/s Carbonate 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 13/4 13/4 Sand -lightweight or lightweight 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 1.'/4 11/4 For SI: 1 inch = 25.4 mm. COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) FIRE -RESISTANCE RATING (hours) CONCRETE AGGREGATE TYPE Restrained Unrestrained 1 11I, 2 3 4 1 11/2 2 3 4 Siliceous 3/4 3/4 3/4 3/4 3/4 IV, 1V, 13/4 23/s 23/4 Carbonate 3/4 3/4 3/4 3/4 3/4 1 13/8 15/s 2'/x 21/4 Sand -lightweight or lightweight 3/4 3/4 3/4 3/4 3/4 1 154 1'/, 2 21/4 For SI: I inch = 25.4 mm. MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) CONCRETE BEAMS` RESTRAINED OR BEAM FIRE -RESISTANCE RATING (hours) UNRESTRAINED* WIDTHb(inches) 1 11/2 2 3 4 Restrained 5 7 � 10 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 la 3/4 iv,3/4 1 1/4a 3/4 Unrestrained 5 7 > 10 3/4 3/4 3/4 1 3/4 3/4 1'/4 3/4 3/4 - 13/4 1 3 13/4 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Tabulated values for restrained assemblies apply to beams spaced more than 4 feet on center. For restrained beams spaced 4 feet or less on center, minimum cover of inch is adequate for ratings of 4 hours or less. b. For beam widths between the tabulated values, the minimum cover thickness can be determined by direct interpolation. c. The cover for an individual reinforcing bar is the minimum thickness of concrete between the surface of the bar and the fire -exposed surface of the beam. For beams in which several bars are used, the cover for corner bars used in the calculation shall be reduced to one-half of the actual value. The cover for an individual bar must be not less than one-half of the value given in Table 722.2.3(3) nor less than 3/4 inch. MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH" RESTRAINED OR CONCRETE BEAM WIDTH FIRE -RESISTANCE RATING (hours) UNRESTRAINED* AGGREGATE TYPE (inches) 1 I 11/2 2 3 4 Restrained Carbonate or siliceous Carbonate or siliceous Sand lightweight Sand lightweight 8 >> 12 8 > 12 11/2 11/, I'!, I'/, 11/2 11/2 11/2 1'!2 11/2 1'f, 1 `/2 1'/2 13/4a 1 t/, 11/2 IV, 2'/,a 1'/8' 2' 15/8a Unrestrained Carbonate or siliceous Carbonate or siliceous Sand lightweight Sand lightweight 8 >_ 12 8 >_ 12 11/2 11/, 11/2 11/2 13/4 11/2 11/2 1'/2 2 1/, 17/8' 2 15/, 5` 21/, 31/4 2 - 3 - 21/2 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Tabulated values for restrained assemblies apply to beams spaced more than 4 feet on center. For restrained beams spaced 4 feet or less on center, minimum cover of 3/4 inch is adequate for 4-hour ratings or less. b. For beam widths between 8 inches and 12 inches, minimum cover thickness can be determined by direct interpolation. c. Not practical for 8-inch-wide beam but shown for purposes of interpolation. MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS RESTRAINED OR AGGREGATE TYPE BEAM AREAb FIRE -RESISTANCE RATING (hours) UNRESTRAINED* CONCRETE A (square inches) 1 114 2 3 4 All 405.A5_ 150 1V, IV, 2 2V, - Carbonate or 150 < A S 300 11/, 11/, 1 `/2 13/4 21/2 Restrained siliceous 300 < A 1'/, 11/2 11/2 11/2 2 Sand lightweight 150 < A IV, 11/2 1'/2 I'/2 2 All 405.A<150 2 21/, - - - Carbonate or 150 < A <_ 300 1 tf, 13/4 21/, - - Unrestrained siliceous 300 < A 1'/, 1'/, 2 3` 4` Sand lightweight t 150 < A I V, 11/2 2 3` 4` For SI: I inch = 25.4 mm, 1 foot = 304.8 mm. a. Tabulated values for restrained assemblies apply to beams spaced more than 4 feet on center. For restrained beams spaced 4 feet or less on center, minimum cover of inch is adequate for 4-hour ratings or less. b. The cross -sectional area of a stem is permitted to include a portion of the area in the flange, provided the width of the flange used in the calculation does not exceed three times the average width of the stem. c. U-shaped or hooped stirrups spaced not to exceed the depth of the member and having a minimum cover of 1 inch shall be provided. MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TYPES OF CONCRETE FIRE -RESISTANCE RATING (hours) 1 11/2 2* 3' 4b Siliceous 8 9 10 12 14 Carbonate 8 9 10 11 12 Sand -lightweight 8 8'/2 9 1.01/, 12 For SI: 1 inch = 25 mm. a. The minimum dimension is permitted to be reduced to 8 inches for rectangular columns with two parallel sides at least 36 inches in length. b. The minimum dimension is permitted to be reduced to 10 inches for rectangular columns with two parallel sides at least 36 inches in length. MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS"." TYPE OF AGGREGATE FIRE -RESISTANCE RATING (hours) 1/2 3/4 1 1 11/4 11i, 13/, 2 21/4 21/2 23/4 3 31/4 31/2 33/4 4 Pumice or expanded slag 1.5 1.9 2.1 2.5 2.7 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.5 4.7 Expanded shale, clay or slate 1.8 2.2 2.6 2.9 3.3 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 4.9 5.1 Limestone. cinders or unexpanded slag 1.9 2.3 2.7 3.1 3.4 3.7 4.0 4.3 4.5 4.8 5.0 5.2 5.5 5.7 5.9 Calcareous or siliceous gravel 2.0 2.4 2.8 3.2 3.6 3.9 4.2 4.5 4.8 5.0 5.3 5.5 5.8 6.0 6.2 For SI: 1 inch = 25.4 mm. a. Values between those shown in the table can be determined by direct interpolation. b. Where combustible members are framed into the wall, the thickness of solid material between the end of each member and the opposite face of the wall, or between members set in from opposite sides, shall not be less than 93 percent of the thickness shown in the table. c. Requirements of ASTM C 55. ASTM C 73. ASTM C 90 or ASTM C 744 shall apply. d. Minimum required equivalent thickness corresponding to the hourly fire -resistance rating for units with a combination of aggregate shall be determined by linear interpolation based on the percent by volume of each aggregate used in manufacture. SEE CHART FOR MIN. THICKNESS; S S.D. I I I I I I I I a a E3.2 AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY WOOD SLATS, STAIN, 0/ WOOD RAINSCREEN FURRING (3/8" MIN.) CONCRETE WALL PER STRUCTURAL DRAWINGS. IN NO CASE SHALL WIDTH BE LESS THAN 6" PROVIDE VERTICAL AND HORIZONTAL REINFORCING PER STRUCTURAL DRAWINGS CBC 2016 TABLE 721.1 (2) 4-1.1: 1-HOUR RATING: MIN THICKNESS 3.5" 2-HOUR RATING: MIN THICKNESS 5.0" 3-HOUR RATING: MIN THICKNESS 6.2" SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 3 HR. EXTERIOR WALL 1-1/2" =1'-0" W/ WOOD SLAT 0 w F-- X< w </ \/ 0 w H- z 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 2 LAYERS 5/8" TYPE 'X' GYP. BD. 1 LAYER 5/8" QUIETROCK 'QR525' LAMINTATED BD. AS BASE LAYER 1 LAYER 5/8" TYP. 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS 2x6 STUDS AT 16" 0.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) UL# U301 E2.6 2 HR. EXTERIOR 1-1/2" = 1'-O" �//CEMENTWALL PLASTER E2.4 V 2 HR. EXTERIOR WALL GA WP 8416 MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 0/ 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY; BOTH SIDES 2 LAYERS 5/8" TYPE 'X' GYP. BD.; BOTH SIDES ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS MTL. STUD, S.S.D. GA WP 8204 1-1/2" =11-0" W/ MANUFACTURED STONE I. I J. r-' HH 0 w H- z WOOD SLATS, STAIN, 0/ WOOD RAINSCREEN FURRING (3/8" MIN.) 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" QUIETROCK 'QR525' LAMINTATED BD. AS BASE LAYER 1 LAYER 5/8" TYP. 'X' GYP. BD. 2 LAYERS 5/8" TYPE 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS MTL. STUD, S.S.D. SEE CHART FOR MIN. THICKNESS; S.S.D. I � CC 0 w H- x w a a AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH CONCRETE WALL PER STRUCTURAL DRAWINGS. IN NO CASE SHALL WIDTH BE LESS THAN 6" PROVIDE VERTICAL AND HORIZONTAL REINFORCING PER STRUCTURAL DRAWINGS CBC 2016 TABLE 721.1 (2) 4-1.1: 1-HOUR RATING: MIN THICKNESS 3.5" 2-HOUR RATING: MIN THICKNESS 5.0" 3-HOUR RATING: MIN THICKNESS 6.2" SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS E3.1 3 HR. EXTERIOR WALL PLASTER 0 CC w t- X< w E2.5 J. WOOD SLATS, STAIN, 0/ WOOD RAINSCREEN FURRING (3/8" MIN.) 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" QUIETROCK 'QR525' LAMINTATED BD. AS BASE LAYER 1 LAYER 5/8" TYP. 'X' GYP. BD. 2 LAYERS 5/8" TYPE 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS 2x6 STUDS AT 16" O.C., S.S.D. 2 HR. EXTERIOR WALL 1-1/2" =11-0" W/ WOOD SLAT ° e a e 4 � I I 1 I F� I I I I I I - 2 HR. EXTERIOR WALL GA WP 8416 MANUFACTURED STONE VENEER MORTAR 0/LATICRETE 9235 SCRATCH COAT 0/ 3.4 GALV. METAL LATH, PER MANUFACTURER 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" QUIETROCK 'QR525' LAMINTATED BD. AS BASE LAYER 1 LAYER 5/8" TYP. 'X' GYP. BD. 2 LAYERS 5/8" TYPE 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS MTL. STUD, S.S.D. GA WP 8204 rL1 <'I � I. ; I I • I I = d • _ W/ MANUFACTURED STONE 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY 1 LAYER 5/8" QUIETROCK 'QR525' LAMINTATED BD. AS BASE LAYER 1 LAYER 5/8" TYP. 'X' GYP. BD. 2 LAYERS 5/8" TYPE 'X' GYP. BD. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN S.S.D. FOR PLYWD. SHEATHING REQUIREMENTS MTL. STUD, S.S.D. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ -11 Et' "ED FOR CODE CO MPLIAN D OCT 3 0 2017 comi PERMS NORTH AMERICA, INC 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED WALL TYPES: EXTERIOR A8.1 B REBAR COVERAGE REQUIREMENTS AT CONCRETE E2 2 HR. EXTERIOR WALL 1-1/2" =1'-0" W/ WOOD SLAT GA WP 8204 E2.1 2 HR. EXTERIOR WALL 1-1/2" =11-0" W/ CEMENT PLASTER GA WP 8204 z 1.5 1 " CLR. � 1 z 1-HR. PARTY WALL 1-1/2" = 1'-0" 10 METAL STUD *WHERE REQUIRED FOR SHEAR, PLYWOOD MAY BE SUBSTITUTED FOR BASE LAYER OF GYP. BD. 2 LAYERS 5/8" TYPE 'X' GYP. BD.* 1 LAYER 5/8" TYPE 'X' GYP. BD. 2x STUDS AT 16" O.C.; (S.S.D.) 3-1/2" ACOUSTIC BATT INSULATION PLYWD. SHEATHING, S.S.D. FOR OTHER REQUIREMENTS PROVIDE FIRE BLOCKING BETWEEN STUDS - FRICTION FIT FIBERGLASS OR MINERAL WOOL UL# U341: STC 57 (RAL# TL-11-160) 2x4 STUDS OR 2x6 STUDS AT PLUMBING WALLS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) 3-5/8" METAL STUD AT 16" O.C., 25 GAUGE MINIMUM. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN 1 LAYER 5/8" TYPE 'X' GYP. BD. ADJACENT GA WP 5508 CONSTRUCTION OW- © WOOD STUD w C U U 0 2.4 SHEET NOTES: 1. PRIOR TO APPLICATION OF W.R.B., COVER SEISMIC STRAPS Sc OTHER EXPOSED HARDWARE W/ SELF -ADHERED FLASHING. 2. FOR ADDITION STONE DETAILS SEE SHEET A10.3 3. GYP. BD. ON EXTERIOR OF THE BUILDING TO BE EXTERIOR GRADE GYP. BD. 4. AT EXTERIOR WALLS WITH SHEAR PANELS, PROVIDE CONTINUOUS SHEATHING TO MATCH SHEAR WALLS TO CREATE A FLUSH AND FLAT FINISH FOR THE FINISH WALL MATERIAL; S.S.D. FOR ADDITIONAL REQUIREMENTS. 5. AT INTERIOR WALLS WITH SHEAR PANELS, PROVIDE FURRING TO MATCH SHEAR WALLS TO CREATE A FLUSH AND FLAT FINISH FOR THE FINISH WALL MATERIAL; S.S.D. FOR ADDITIONAL REQUIREMENTS. rH 2-HR. SHAFT WALL 1-1/2" = 1'-0" 1 LAYER 1"X24" TYPE 'X' GYPSUM PANELS INSERTED BETWEEN 2-1/2" FLOOR AND CEILING RUNNERS WITH TAB -FLANGE SECTION OF STEEL I, C-H, OR C-T STUDS. BTWN. PANELS 2-1 /2 "STEEL C-T STUDS, 25 GAUGE MINIMUM. 2-1/2" GLASS FIBER ACOUSTIC BATT INSULATION RESILIENT CHANNEL © 24" O.C. ON DOUBLE LAYER SIDE TWO LAYERS 5/8" FIREBLOC TYPE 'X' GYP. BD. BY AMERICAN GYPSUM COMPANY LLC; BASE LAYER WITH 1" TYPE S DRYWALL SCREWS 24" O.C., FACE LAYER WITH 1-5/8" TYPE S DRYWALL SCREWS 12" O.C. U L# V455: STC 50-54 (RAL# TL10-359) GA WP 7058 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 2x STUDS AT 16" O.C.; (S.S.D.) 3" ACOUSTIC BATT INSULATION PLYWD. SHEATHING, S.S.D. FOR OTHER REQUIREMENTS RESILIENT CHANNEL © 24" O.C. WITH 1-1 /4" TYPE S DRYWALL SCREWS UL# U309: 50-54 STC (NRCC TL-93-103) 1-HR. INTERIOR PARTITION 1 41-1/2" = 1' o" CORRIDOR WALLS GA WP 3243 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 3-5/8" METAL STUD AT 1 6" O.C., 25 GAUGE MINIMUM. ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN f- z • • >- 0 CO 0 J 1 HR. WALL 1-1/2" =1'-0" CMU AND PROVIDE VERTICAL AND HORIZONTAL REINFORCING PER STRUCTURAL DRAWINGS CMU WALL; S.S.D. 2x STUDS AT 1 6" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN 1 LAYER 5/8" TYPE 'X' GYP. BD. 2-HR. RATED, CBC 2016 TABLE 722.3.2 SEE A/A8.1 B FOR CONCRETE COVERAGE REQUIREMENTS MTL. STUD FURRING 2 62 HR. WALL 1-1/2" = 1'-O" CMU AND MTL. STUD FURRING 1" CLR. 2 HR. WALL SEE 2.1 n I I I I F:=] _ SHAFT OR STAIR ,NON -RATED ,RATED ASSEMBLY 2x4 STUDS AT 16" O.C.. 2x6 STUDS AT 16" O.C. AT PLUMBING WALLS 1 LAYER 5/8" TYPE 'X' GYP. BD. (WATER RESISTANT AT WET ROOMS) UL# U301: 55 STC (RAL TL1 1 -1 64) 58 STC (USG-810219) 1.6 2.5 • 1 HR. WALL H- z 1-1/2" = 1'-0" CMU 2 HR. WALL PROVIDE VERTICAL AND HORIZONTAL REINFORCING PER STRUCTURAL DRAWINGS CMU WALL; S.S.D. 2-HR. RATED, CBC 2016 TABLE 722.3.2 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 1-1/2" = 1'-0" CMU 2 LAYERS 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 3-5/8" METAL STUD AT 16" O.C., 25 GAUGE MINIMUM. UL# U41 1 2-HR. WALL SHAFT WALL GA WP 3825 2-HR. INTERIOR PARTITION WALL GA WP 1616 2., 1-1/2" =1'-0" W/ NON -RATED FURRED WALL 2.21-1/2" = 1'-0" METAL STUD 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 3-5/8" METAL STUD AT 16" O.C., 25 GAUGE MINIMUM. ULC# W415 1-HR. INTERIOR PARTITION 1-1/2" = 1'-0" METAL STUD GA WP 1350 2x6 STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN 1 LAYER 5/8" TYPE 'X' GYP. BD. BOTH SIDES 1" MIN. BETWEEN PLUMBING AND INSIDE F.O. GYP., WHERE OCCURS; S.P.D. 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 2x6 STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN 1" MIN. BETWEEN PLUMBING AND INSIDE F.O. GYP., WHERE OCCURS; S.P.D. UL# U314 1-HR. INTERIOR PARTITION 1-1/2"= 1'-0" 2x6 FRAMING GA WP 3510 2x4 STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN SEE CHART FOR MIN. THICKNESS; S.S.D. 1.0 2.0 3.0 2.1 1.1 1 LAYER 5/8" TYPE 'X' GYP. BD. so atN`EN� 1 OEPr pe BOTH SIDES Fl� vA N^ot e. PME 6 k Sha e��� 6UR. P ao do to �a oc of co�gt�u d aPP�O�is�O�S es Foc.°� �ottre 1d1�eGo Np,� vB �m9vP��,tiN�G� GN��.� rpP O��S� P 1 HR. WALL CONCRETE WALL PER STRUCTURAL DRAWINGS. IN NO CASE SHALL WIDTH BE LESS THAN 6" PROVIDE VERTICAL AND HORIZONTAL REINFORCING PER STRUCTURAL DRAWINGS CBC 2016 TABLE 721.1 (2) 4-1.1: 1-HOUR RATING: MIN THICKNESS 3.5" 2-HOUR RATING: MIN THICKNESS 5.0" 3-HOUR RATING: MIN THICKNESS 6.2" 1-SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 1-1/2" = 1'-0" CONCRETE 2 HR. WALL 1-1/2" =1'-0" CONCRETE 3 HR. WALL 1-1/2" =1'-0" CONCRETE \, -41 H- z 2-HR. SHAFT WALL 1-1/2" = 1'-0" 2 LAYERS 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 2x STUDS AT 1 6" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN PLYWD. SHEATHING, S.S.D. FOR OTHER REQUIREMENTS UL# U301: 55 STC (RAL TL11-164) 58 STC (USG-810219) GA WP 3825 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINTED 2x4 STUDS AT 16" O.C. (3X'S REQUIRED AS NOTED ON STRUCTURAL DRAWINGS) ACOUSTICAL OR THERMAL BATT INSULATION WHERE NOTED IN PLAN PLYWD. SHEATHING, S.S.D. FOR OTHER REQUIREMENTS UL# U314 1-HR. INTERIOR PARTITION 1-1/2" = 1'-0" 2x4 FRAMING 1 1" CLR. GA WP 3510 REVIEWED FOR CODE CU%WLUANCE OCT 30 2011 BUREAU UNITAS NORTH AMERICA, INC. 1-1 /2" METAL FURRING CHANNEL 1 LAYER 5/8" TYPE 'X' GYP. BD. ADJACENT CONSTRUCTION NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w w 0 C� O TO-;. 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED WALL TYPES: INTERIOR NON -RATED INTERIOR FURRED PARTITION 0 4 NON -RATED INTERIOR PARTITION 1-1/2" =1'-0" METAL OR WOOD STUD 1-1/2" =1'-0" METAL STUD NON -RATED INTERIOR PARTITION O. 1-1/2" =1'-0" 2x6 FRAMING NON -RATED INTERIOR PARTITION 0 . 1-1/2" = 1'-0" 2x4 FRAMING 0 I NON -RATED INTERIOR FURRED PARTITION 1-1/2"= 1'-0" METAL HAT CHANNEL A8.2 T.O.S. T.O.S. INTERIOR d 4 INTERIOR A A A 7 FINISH FLOOR PER SCHEDULE (SOUND MATS TO BE PLACED BELOW HARDWOOD AND CERAMIC TILED FLOORS) 1-1/2" GYPSUM UNDERLAYMENT (GYPCRETE 2000 OR EQ.) 3/8" SOUND REDUCTION BOARD PLYWOOD SHEATHING; S.S.D. FLOOR FRAMING VARIES; S.S.D. ACOUSTIC BATT R-30 INSULATION RESILIENT CHANNEL AT 16" O.C. 2 LAYERS 5/8" TYPE 'X' GYPSUM WALL BOARD 1 HR. WOOD FLOOR 64 STC / IIC 54 (RAL-0T03-01/02) 1-1/2" =1'-0" ASSEMBLY BETWEEN UNITS GA FC 5011 INTERIOR T.O.S. T.O.S. a 1.5 A- EXTERIOR Q 7c-A i'c n A Ay 1 HR. WOOD FLOOR 2 LAYERS GRADE 'D' BLDG. PAPER EXTERIOR FIBER CEMENT SOFFIT BOARD 0/WATERPROOF MEMBRANE 64 STC / IIC 54 (RAL-0T03-01/02) 1-1/2" =1'-0" ASSEMBLY EXT. BELOW BASEMENT LVL L a 7 4 a CONCRETE FOUND a 4 7: ATION; SSD. I 4 4 a 7 GA FC 5011 FINISH FLOOR PER SCHEDULE CONCRETE FOUNDATION SLAB; SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS AND A10.1 FOR ADDITIONAL FOUNDATION NOTES BELOW GRADE W.P. ASSEMBLY AND RADIANT BARRIER PER 2016 CEC 150.1(C)2 3-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 3 HR. CONCRETE FLOOR ASSEMBLY 3. 1-1/2" =1'-0" EXTERIOR /7 c�. 4 c i 4) G CBC TABLE 721.1 (3) 4-1.1 TOPPING SLAB/PAVERS, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1/4" RIGID PROTECTION BOARD FLEXIBLE PROTECTION LAYER FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. SLOPED CONCRETE SLAB PER STRUCTURAL DRAWINGS. IN NO CASE SHALL THICKNESS BE LESS THAN 7" 2 LAYERS GRADE 'D' BUILDING PAPER 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 3-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS G of -A-N a 1 HR. ASSEMBLY ,R iF 7S h. nnn n7lA A h 7 J17-f71 1 Jr ( / ' NON -RATED \ -1 w cn Q UTI LIT MTL F 5/8" =1Nz \ 1.2 1 HR. WOOD FLOOR CHASE/SOFFIT RAM ING TYPE 'X' GYPSUM WALL BD. 64 STC / IIC 54 (RAL-0T03-01/02) 1-1/2" = 1'-0" ASSEMBLY BETWEEN UNITS NOTE: SEE SHEET A11.10A&B FOR WATERPFOORING PRODUCT INFORMATION AND INSTALLATION INSTRUCTIONS EXTERIOR 1.6 EXTERIOR GA FC 5011 1.3 3-1/2" MIN. REINFORCED CONC. 0 TOPPING SLAB DRAIN MAT COLD APPLIED FLUID WATERPROOF MEMBRANE WATERPROOFING SLIP -SHEET FABRIC REINFORCED WATERPROOF MEMBRANE SLOPED PLYWOOD SHEATHING; S.S.D., T&G OR BLOCKED JOINTS FLOOR JOISTS; S.S.D. 2 LAYERS 5/8" TYPE 'X' GYP. BOARD, SUBSTITUTE ONE OF GYP. BOARD IF 3/4" PLYWOOD SHEATHING IS REQUIRED. 2 LAYERS GRADE 'D' BUILDING PAPER EXTERIOR FIBER CEMENT SOFFIT BOARD 0/WATERPROOF MEMBRANE 1 HR. EXTERIOR WALK/DECK ASSEMBLY 1-1/2" = 1'-0" EXTERIOR BELOW GA FC 5406 FINISH FLOOR PER SCHEDULE CONCRETE SLAB PER STRUCTURAL DRAWINGS. IN NO CASE SHALL THICKNESS BE LESS THAN 7" PROVIDE SPRAY -APPLIED CELLULOSE INSULATION PER T24, PROVIDE AT THE SEPARATION OF OCCUPANCIES BETWEEN R-2 & S-2. INSULATION TO BE MIN. 2'-0" BEYOND HABITABLE AREAS ABOVE. 3-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 3 HR. CONCRETE FLOOR ASSEMBLY 1-1/2" =1'-0" 1 HR. WOOD FLOOR FINISH FLOOR PER SCHEDULE (SOUND MATS TO BE PLACED BELOW HARDWOOD AND CERAMIC TILED FLOORS) 1-1/2" GYPSUM UNDERLAYMENT (GYPCRETE 2000 OR EQ.) 3/8" ACOUSTIC ISOLATION MAT PLYWOOD SHEATHING; S.S.D. FLOOR FRAMING; S.S.D. (BEAMS PER S.S.D.) ACOUSTIC BATT R-30 INSULATION RESILIENT CHANNEL AT 16" O.C. 2 LAYERS 5/8" TYPE 'X' GYPSUM WALL BOARD 1-1/2" =1'-0" ASSEMBLY AT CORRIDOR NOTE: SEE SHEET A11.10A&B FOR WATERPFOORING PRODUCT INFORMATION AND INSTALLATION INSTRUCTIONS EXTERIOR 1.7 CBC TABLE 721.1 (3)4-1.1 T.O.S. w EXTERIOR GA FC 5112 3-1/2" MIN. REINFORCED CONC. TOPPING SLAB DRAIN MAT COLD APPLIED FLUID WATERPROOF MEMBRANE WATERPROOFING SLIP -SHEET FABRIC REINFORCED WATERPROOF MEMBRANE SLOPED PLYWOOD SHEATHING; S.S.D., T&G OR BLOCKED JOINTS FLOOR JOISTS; S.S.D. MTL. FRAMING 2 LAYERS 5/8" TYPE 'X' GYP. BOARD, SUBSTITUTE ONE OF GYP. BOARD IF 3/4" PLYWOOD SHEATHING IS REQUIRED. 2 LAYERS GRADE 'D' BUILDING PAPER EXTERIOR METAL PANEL SOFFIT 0/WATERPROOF MEMBRANE 1 HR. EXTERIOR WALK/DECK ASSEMBLY 1-1/2" =1'-0" EXTERIOR BELOW GA FC 5406 FINISH FLOOR PER SCHEDULE CONCRETE SLAB PER STRUCTURAL DRAWINGS. 6" METAL STUDS _PROVIDE lA1SULATION BELOW CONDITIONED SPACE (BELOW R-2 OCCUPANCY) PER TITLE 24 REQUIREMENTS 5/8" EXTERIOR SHEATHING 2 LAYERS GRADE 'D' BUILDING PAPER 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 3-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 7 7rt Y w Q CC z 0 z J m w a Z SIN 1.4 1 HR. WOOD FLOOR UTILITY CHASE/SOFFIT MTL FRAMING 5/8" TYPE 'X' GYPSUM WALL BD. SOLID POPLAR HARDWOOD SLATS, STAIN. ASTM E84 SURFACE BURING CHARACTERISTICS, FLAME SPREAD INDEX 200 OR LESS, SMOKE DEVELOPED INDEX 450 OR LESS. 1-1/2" =1'-0" ASSEMBLY AT CORRIDOR n_, a 4 n 2.1 EXTERIOR 4) a G 41 a 5 GA FC 5112 FINISH FLOOR PER SCHEDULE CONCRETE SLAB PER STRUCTURAL DRAWINGS. 2 LAYERS GRADE 'D' BUILDING PAPER 7/8" THREE PART EXTERIOR CEMENT PLASTER W/LATH 2-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS 2 HR. EXTERIOR CONC. FLOOR ASSEMBLY EXTERIOR yy 77 / 4 a a a a4 a G a \7 7/77/4 n d CBC TABLE 721.1 (3) 4-1.1 TOPPING SLAB/PAVERS, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1/4" RIGID PROTECTION BOARD FLEXIBLE PROTECTION LAYER FULLY-R-EINW-0RCE- HOT RUBBERIZED ASPHALT W.P. SLOPED CONCRETE SLAB PER STRUCTURAL DRAWINGS. IN NO CASE SHALL THICKNESS BE LESS THAN 7" PROVIDE SPRAY -APPLIED CELLULOSE INSULATION PER T24, PROVIDE AT THE SEPARATION OF OCCUPANCIES BETWEEN R-2 & S-2. INSULATION TO BE MIN. 2'-0" BEYOND HABITABLE AREAS ABOVE. 3-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS EXTERIOR CONCRETE FLOOR ASSEMBLY (NR) 3 A CONCRETE FLOOR ASSEMBLY 1-1/2" = V-0" CBC TABLE 721.1(3) 4-1.1 • 1-1/2" =1'-0" ROOF TO BE CLASS 'B' SINGLE -PLY ROOF ASSEMBLY (ASSEMBLY SHALL MEET THE TITLE 24 REQUIREMENTS AS FOLLOWS: ROOF REFLECTANCE=0.70 & EMITTANCE=0.85) 1/4" COVER BOARD TAPERED ROOF INSULATION AS REQ'D. C� w RADIANT BARRIER PLYWOOD SHEATHING, S.S.D. FRAMING, S.S.D. ACOUSTIC BATT INSULATION PER T24 2 LAYERS 5/8" TYPE 'X' GYPSUM WALL BOARD SINGLE -PLY TO BE SARNAFIL G410 ENERGY SMART 60 MIL FELTBACK PVC ROOF MEMEBRANE OR EQUAL ROOF TO BE CLASS 'B' a a 4 ROOF 4 1ST FLOOR a a a a a CBC TABLE 721.1 (3)4-1.1 SINGLE -PLY ROOF ASSEMBLY (ASSEMBLY SHALL MEET THE TITLE 24 REQUIREMENTS AS FOLLOWS: ROOF REFLECTANCE=0.70 & EMITTANCE=0.85) 1/4" COVER BOARD TAPERED ROOF INSULATION AS REQ'D. RADIANT BARRIER CONCRETE SLAB PER STRUCTURAL DRAWINGS. IN NO CASE SHALL THICKNESS BE LESS THAN 7" SINGLE -PLY TO BE SARNAFIL G410 ENERGY SMART 60 MIL FELTBACK PVC ROOF MEMEBRANE OR EQUAL 1-HR. RATED, CBC TABLE 721.1 (3) 4-1.1 SEE A/A8.1B FOR CONCRETE COVERAGE REQUIREMENTS NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ r CODE CO MMPUUAHCE OCT 3 0 2017 Uk u vtnffAS NORM AMERICA, INC. 0 17.t C9 0 des 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR, CEILING & ROOF ASSEMBLIES A8.3 3 la CONCRETE FLOOR ASSEMBLY 1-1/2" = 1'-0" CBC TABLE 721.1 (3)4-1.1 R1.1 1 HR. ROOF ASSEMBLY 1-1/2" =1'-0" 1 HR. ROOF ASSEMBLY 1-1/2" = 1'-0" CBC TABLE 721.1 (3) 4-1.1 2—HR. SHAFT WALL (WALL TYPE 2.4) PARTITION (WHERE OCCURS) V 2—HR. SHAFT WALL (WALL TYPE 2.4) 1 JL 1 n JL `lf IL- IQ 2-HR. SHAFT FRAMING 1-1/2"=1'-0" SEE WALL ASSEMBLY 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE H.S.S.; S.S.D. 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE 0 PLAN AT COLUMN IN WALL COAT H.S.S. WITH INTUMESCENT PAINT H.S.S.; S.S.D. 0 PLAN AT FREE STANDING COLUMN SEE WALL ASSEMBLY 7,; 7,, /// 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE WOOD POST; S.S.D. dr 2 gg PARTITION (WHERE OCCURS) 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. 2—HR. WALL ASSEMBLY (WALL TYPE 2.1) USG STEEL J—RUNNER PARTITION (WHERE OCCURS) 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE 1 B PLAN AT COLUMN IN WALL WOOD POST; S.S.D. 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE, PAINT 0 PLAN AT FREE STANDING COLUMN 7 COLUMN FIRE PROOFING 3"=1'-0" C r III 4" 1 HR. FIRE RATED ASSEMBLY, ICBO ESR-1774 ASSEMBLY B, NER 200 ASSEMBLY B, UL DESIGN L544, STC=58 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER EXTERIOR CEMENT PLASTER LAP S.A.S.M. AND BUILDING PAPER OVER SCREED 1/4" GAP, DO NOT CAULK WEEP SCREED 24 GAUGE G.S.M. FLASHING • CONCRETE SLAB: SLOT 1/4" PER FOOT DRAIN MAT LIQUID APPLIED MEMBRANE SEE HANGER CAULK WALL ASSEMBLY PER SCHEDULE 6 1-HR. EXTERIOR WALL BASE AT DECKS 3"=1'-0" N WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER EXTERIOR CEMENT PLASTER LAP S.A.S.M. AND BUILDING PAPER OVER SCREED 1/4" GAP, DO NOT CAULK WEEP SCREED 24 GAUGE G.S.M. FLASHING CONCRETE SLAB: SLOPE 1/4" PER FOOT DRAIN MAT LIQUID APPLIED MEMBRANE HANGER 1.7 A8.3 CAULK WALL ASSEMBLY PER SCHEDULE 1-HR. EXTERIOR WALL BASE AT DECKS 3"=1'-0" WITH SOFFIT GENERAL NOTES 1. SEE SHEET A11.7 FOR TYPICAL THROUGH WALL PENETRATION DETAILS. 2. FOR AIR —BORNE SOUND TRANSMISSION CLASS REQUIREMENTS SEE 2013 CBC 1207.2. FOR STRUCTURE —BORNE SOUNDS REQUIREMENTS SEE 2013 CBC 1207.3. THE PERIMETERS OF ALL SOUND —RATED ASSEMBLIES INCLUDING PARTY WALLS, FLOOR/CEILING ASSEMBLIES BETWEEN UNITS, CORRIDOR WALLS, AND PARTITION WALLS THAT INTERSECT SOUND —RATED WALLS SHOULD BE FULLY CAULKED WITH CONTINUOUS BEADS OF PERMANENTLY RESILIENT, NON —HARDENING, ACOUSTICAL SEALANT. 1 HR. FIRE RATED ASSEMBLY, ICBO ESR-1774 ASSEMBLY B, NER 200 ASSEMBLY B, UL DESIGN L544, STC=58 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60— BUILDING PAPER LAP S.A.S.M. AND OVER SCREED MINUTE GRADE 'D' BUILDING PAPER 1/4" GAP, DO NOT CAULK WEEP SCREED 24 GAUGE G.S.M. FLASHING CONCRETE SLAB: SLOPE a° A 1 /4 PER FOOT DRAIN MAT LIQUID APPLIED MEMBRANE HANGER; S.S.D. II xxxxxxx SEE 1.2 A8.3 REVIEW l_OGEDPARTMENT NIE This P B�RLINGAan Beck shah not be tt construed to � va+ •many For, or and aPP violation of the provisions rovI s ions ons of of g APPROVAL PENDNG FINAL Codes APPRCV FIELD D INSPECTION REVIEWED BY_� EXTERIOR WALL BASE I 3"=1'-0" FLOOR/CLG. ASSEMBLY A8.3 REVIEWED FOR CODE COMPLIANCE OCT 3 0 2017 BUREAU V RITAS NORTH AMERICA, >.. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ w 0 C� O M gq. BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR, CEILING & ROOF ASSEMBLIES A8.4 FOR ROOF FRAMING REQUIREMENTS, S.S.D. SINGLE —PLY ROOF ASSEMBLY, SEE FLOOR —CEILING TYPES T.O. STRUCT. PLYWD., S.S.D. ROOF FRAMING, S.S.D. INSULATION PER T24, TYP. 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. WALL ASSEMBLY PER SCHEDULE 1-HR. WALL AT UNIT/CORRIDOR 3"=1'-O" ROOF/CLG. ASSEMBLY WALL ASSEMBLY PER SCHEDULE 7 i 3/8" PERIMETER ISOLATION BOARD, TYP. 1-1/2" GYP. CONC. OVER ACOUSTIC ISOLATION MAT T.O. STRUCT. PLYWD., S.S.D. INSULATION PER T24, TYP. TJI FRAMING, S.S.D. /V V �1 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. 6" MTL. CHANNELS AT 16" 0.C. UNIT WALL ASSEMBLY PER SCHEDULE 1-HR. WALL AT UNIT/CORRIDOR 3"=1'-0" FLOOR/CLG. ASSEMBLY 6 FOR ROOF FRAMING REQUIREMENTS, S.S.D. SINGLE —PLY ROOF ASSEMBLY, SEE FLOOR —CEILING TYPES T.O. STRUCT. PLYWD., S.S.D. JOIST FRAMING, S.S.D. INSULATION PER T24, TYP. PROVIDE FIRE BLOCKING BETWEEN STUDS — FRICTION FIT FIBERGLASS OR MINERAL WOOL 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. 1-HR. PARTY WALL 3"=11-0" ROOF/CLG. ASSEMBLY 3/8" PERIMETER ISOLATION BOARD, TYP. -IIT.O. STRUCT. ,S PLYWD., S.S.D. DRAFTSTOP/ BLOCKING/FIREBLOCKING, NOTCH & FIRE SEAL ALL GAPS AROUND JOISTS AS REQUIRED INSULATION PER T24, TYP PROVIDE FIRE BLOCKING BETWEEN STUDS — FRICTION FIT FIBERGLASS OR MINERAL WOOL 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. SEE FOR ADDITIONAL INFORMATION 1-HR. PARTY WALL SEE 11 A STUDS AT 16" O.C., S.S.D. ACOUSTIC INSULATION FLOOR/CLG. ASSEMBLY BETWEEN UNITS 1" BASE NOT SHOWN, TYP. PT. SILL, S.S.D. T.O. CONC. FIN. FL. z« GENERAL NOTES SEE SHEET A11.7 FOR TYPICAL THROUGH WALL PENETRATION DETAILS. FOR AIR —BORNE SOUND TRANSMISSION CLASS REQUIREMENTS SEE 2013 CBC 1207.2. FOR STRUCTURE —BORNE SOUNDS REQUIREMENTS SEE 2013 CBC 1207.3. THE PERIMETERS OF ALL SOUND —RATED ASSEMBLIES INCLUDING PARTY WALLS, FLOOR/CEILING ASSEMBLIES BETWEEN UNITS, CORRIDOR WALLS, AND PARTITION WALLS THAT INTERSECT SOUND —RATED WALLS SHOULD BE FULLY CAULKED WITH CONTINUOUS BEADS OF PERMANENTLY RESILIENT, NON —HARDENING, ACOUSTICAL SEALANT. WALL ASSEMBLY PER SCHEDULE 1 HR. FIRE RATED ASSEMBLY, ICC—ES EVALUATION REPORT: ESR-1338 FRAMING PER STRUCTURAL DWGS. WALL ASSEMBLY PER SCHEDULE 1-HR. EXTERIOR WALL AT FLOOR ASSEMBLY 3"=1'-0" 2X STUD FRAMING, S.S.D 2" MIN. THICK GLASS FIBER BATT—INSULATION/ FIRE BLOCK NOTE: PROVIDE FIRE BLOCKING FULL WALL HT. AT MAX. 10'-0" INTERVALS BOTH VERT. AND HORIZ. TYP. 2 FIRE BLOCK AT 1-HR. PARTY WALL - PLAN 3"=1'-O" (SIM. AT 2-HR. WALLS) REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval ef any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION PEVIEWED BY DATE 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. CONC SLAB 4 4 n 4 4 4 4 4 G a a 4 44 4 1-HR. PARTY WALL 3"=1'-0" FLOOR ASSEMBLY AT CONCRETE SLAB 2X STUD FRAMING, S.S.D. PROVIDE FIRE TAPE OR FLEXIBLE SEALANT PARTITION AT 1-HR. PARTY WALL - PLAN I3"=1'-0" NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners " TIR CODE COMPLI, OCT 3 0 2011 cams NORTH AMERICA,' LLI 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR, CEILING & ROOF ASSEMBLIES A8.5 RATED FLOOR ASSEMBLY ABOVE (NOT SHOWN) RATED WALL ASSEMBLY CONTINUOUS THRU SOFFIT BLOCKING AT FRAMING AS REQUIRED MTL. FRAMING AT SOFFIT, TYP. F.O. CEILING CEILING SOFFIT AT 2-HR. WALL 3 =1-0 (SIM. AT 1-HR. WALLS) T.O. STRUCT. PLYWD., S.S.D. FLOOR FRAMING @ SHAFT OPENING, S.S.D. SEE WALL SCHEDULE; N 11 a =VVV VVVV SEE 1.1 A8.3 • P—J SHOWING TYPE 2.1/A8.2 2-HR. WALL AT UNIT/CORRIDOR 3"=1'-0" FRAMING DETAIL AT SHAFT WALL ASSEMBLY PER SCHEDULE G T.O. STRUCT. PLYWD., S.S.D. FLOOR FRAMING ® SHAFT OPENING, S.S.D. WALL ASSEMBLY PER SCHEDULE C ° 7 2-HR. WALL AT UNIT/CORRIDOR 3"=1'-0" FRAMING DETAIL AT SHAFT SHAFT SIDE SHAFT SIDE FOR ROOF FRAMING REQUIREMENTS, S.S.D. SINGLE —PLY ROOF ASSEMBLY, SEE FLOOR —CEILING TYPES T.O. STRUCT. PLYWD., S.S.D. ROOF FRAMING, S.S.D. DRAFTSTOP/ BLOCKING/FIREBLOCKING, NOTCH Sc FIRE SEAL ALL GAPS AROUND JOISTS AS REQUIRED INSULATION PER T24, TYP. 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. WALL ASSEMBLY PER SCHEDULE 2-HR. WALL 3 -1-0 ROOF/CLG. ASSEMBLY WALL ASSEMBLY PER SCHEDULE 3/8" PERIMETER ISOLATION BOARD, TYP. T.O. STRUCT. PLYWD., S.S.D. DRAFTSTOP/ BLOCKING/FIREBLOCKING, NOTCH & FIRE SEAL ALL GAPS AROUND JOISTS AS REQUIRED INSULATION PER T24, TYP. DIETRICH RC DELUXE RESILIENT CHANNEL, TYP. 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. WALL ASSEMBLY PER SCHEDULE O VATALT&VAVAVAVAVAVAV V Vim......... 1 2-HR. WALL 3"=1'-0" FLOOR/CLG. ASSEMBLY WALL ASSEMBLY PER SCHEDULE ACOUSTIC INSULATION BASE NOT SHOWN, TYP. PT. SILL, S.S.D. FIN. FL. y T.O. CONC. 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. CONC SLAB a A ° A d EDGE OF SLAB TO ALIGN WITH FACE OF GYP. BD. WHEN SHAFT CONTINUES A G a n ° J ° a a 4 G d I�a ° n ° 4 G G ° ° d a a a Q a ° 4 ° G ° 2-HR. WALL 3"1'-O" FLOOR ASSEMBLY AT CONCRETE SLAB GENERAL NOTES SEE SHEET A11.7 FOR TYPICAL THROUGH WALL PENETRATION DETAILS. FOR AIR —BORNE SOUND TRANSMISSION CLASS REQUIREMENTS SEE 2013 CBC 1207.2. FOR STRUCTURE —BORNE SOUNDS REQUIREMENTS SEE 2013 CBC 1207.3. 3. THE PERIMETERS OF ALL SOUND —RATED ASSEMBLIES INCLUDING PARTY WALLS, FLOOR/CEILING ASSEMBLIES BETWEEN UNITS, CORRIDOR WALLS, AND PARTITION WALLS THAT INTERSECT SOUND —RATED WALLS SHOULD BE FULLY CAULKED WITH CONTINUOUS BEADS OF PERMANENTLY RESILIENT, NON —HARDENING, ACOUSTICAL SEALANT. WALL ASSEMBLY PER SCHEDULE T.O. STRUCT. PLYWD., S.S.D. FLOOR FRAMING © SHAFT OPENING, S.S.D. WALL ASSEMBLY PER SCHEDULE EXTERIOR 2-HR. EXTERIOR WALL BASE AT DECK 3 1-0 FRAMING DETAIL AT SHAFT WALL ASSEMBLY PER SCHEDULE 3/8" PERIMETER ISOLATION BOARD, TYP. 1-1/2" GYP. CONC. OVER ACOUSTIC ISOLATION MAT T.O. STRUCT. _.L PLYWD., S.S.D. DRAFTSTOP/ BLOCKING/FIREBLOCKING, NOTCH & FIRE SEAL ALL GAPS AROUND JOISTS AS REQUIRED INSULATION PER T24, TYP TJI FRAMING, S.S.D. 1/4" GAP WITH FIRE RATED ACOUSTIC SEALANT, TYP. UNIT WALL ASSEMBLY PER SCHEDULE 2-HR. WALL AT UNIT/CORRIDOR 3"=1'-0" FLOOR/CLG. ASSEMBLY CORRIDOR REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shalt not be rnnatri wet to hp a permit For, or and approval of any violation of the provisions of Burtingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE SHAFT SIDE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners rOR CODE COMPLIANCE u V:�;T 30 2011 11TAS NORTH AMERICA, INC. 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED FLOOR, CEILING & ROOF ASSEMBLIES A8.6 DOOR TYPES DOOR SCHEDULE - BUILDING DOORS DOOR TYPE FRAME TYPE cr> `.D z DETAILS X w = Q 1- o o Q Q 1- Q CC `n z 2 N SILL/ THRESHOLD JAMB HEAD REMARKS W W W / .�' W j' �' �` "I '' D DOOR I.D. LOCATION SIZE 6 / OTEMPERED GLASS \ VISION LITE PANEL, 100 / BASEMENT o O J ELEVATOR PER MANUFACTURER MFR MFR MFR MFR MFR MFR 90 - - SEE DETAILS 1,2 & 3/A11.2 FOR ELEVATOR DOOR. FOR SMOKE DOOR PROVIDE HOLD OPEN AND CLOSER; SEE DETAILS 5&6/A11.2. DOOR TO COMPLY WITH UL 1784 / / \ / / / SQ. IN. MAX. AT RATED DOORS. / 1 5 W/ CLOSER; S.M.D. FOR LOUVER SIZE. LOUVERS TO BE ELEV. MACH. 3'-0" X 7'-0" 4 A 1-3/4" HM HM PT 90 - A10.4 A10.4 SIM. A10.4 ON FUSIBLE LINK IN FIRE RATED DOORS _ \ \. X ' 13 15 L. 003 ELEC. ROOM 3'-0" X 7'-0" 1 A 1-3/4" HM HM PT 90 - *V10.4 A10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER \ / \ II 7 / ` 13 5 `1. \ \ A 1-3/4" HM HM PT 90 Y A10.4 A10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER 004 STAIR #1 3'-0" X 7'-0" 3 CDO O O 005 DRIVEWAY 21'-10" X 8'-4";V.I.F. 5 MFR. MFR. MFR. MFR. MFR. - - MFR. MFR. MFR. PERFORATED PANEL ROLL -UP DOOR. S.M.D. FOR ANY REQUIREMENTS GARAGE DOOR OPENERS TO BE LISTED IN ACCORDANCE VENTILATION W/ UL 325 f 2" W 2" 2" EQ. _2"_EQ.2" FLOOR 101 NOT USED W W l' 102 NOT USED \ 114 W/ PANIC BAR AND CLOSER w6 103 LOBBY (STOREFRONT) 3'-0" X 8'-0" 7 MFR. MFR. ALUM. ALUM. - - Y A�10� MFR. MFR. PROVIDE DOOR KING 1837 ENTRY INTERCOM SYSTEM. PROVIDE _ / \ / KNOX BOX FOR EMERGENCY PERSONAL USE. ��� WW�W'W�WW WI�WWWNWWW'W'NWWNW�W� W�WW WWWN'WNN�WW WWNW 'MI_ / /� /> I 104 LOBBY (STOREFRONT) 3'-0" X 8'-0" 7 MFR. MFR. ALUM. ALUM. Y A10.414 MFR. MFR. W/ CLOSER 14 11 11 6v_.-} WCI) 105 STAIR #1 3'-0" X 8'-0" 3 A 1-3/4" HM HM PT - Y A10.4 A10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER w CD O 0 106 STAIR #1 3'-O" X 8'-0" 3 A 1-3/4" HM HM PT 90 Y A10.4 A10.4 SIM. A10.4 W/ CLOSER 13 6 6 107 STAIR #1 3'-0" X 8'-0" 3 A 1-3/4" HM HM PT 90 Y A10.4 A10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER 14 1 8 8 W 108 GARAGE 3'-0" X 8'-0" 3 A 1-3/4" HM HM PT - Y A10.4 A10.4 SIM. A10.4 W/ CLOSER ECOND FLOOR I _ / \ 201 ELEVATOR PER MANUFACTURER MFR MFR MFR MFR MFR MFR 90 - - - - SMOKE CURTAIN CURTAIN TO COMPLY WITH UL 1784 A 1 1 /5 5 202 STAIR #2 3'-0" X 7'-0" 3 A 1-3/4" HM HM PT 90 Y \10. j \10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER 1 © 5 203 STAIR #3 3'-0" X 7'-0" 3 A 1-3/4" HM HM PT 90 Y A10..5 A10.4 SIM. A10.4 W/ CLOSER 11 5 5 A 204 CORRIDOR 3'-0" X 7'-0" 1 A 1-3/4" HM HM PT 90 Y A10.5 A10.4 SIM. A10.4 W/ HOLD OPEN AND CLOSER )OR L 301 ELEVATOR PER MANUFACTURER MFR MFR MFR MFR MFR MFR 90 - - _ _ SMOKE CURTAIN CURTAIN TO COMPLY WITH UL 1784 `` FRAME TYPES E 302 STAIR #2 3'-0" X 7'-0" 3 A 1-3/4" HM HM PT 90 Y A10.5 A10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER 1 5 303 STAIR #3 3'-0" X 7'-O" 3 A 1-3/4" HM HM PT 90 Y A10.5 A10.4 SIM. A10.4 W/ CLOSER WD FRAME. 5 5 I A H.M. FRAME 1-3/4" HM HM PT 90 Y A10.5 A10.4 SIM. A10.4 W/ HOLD OPEN AND CLOSER / / -/ & TRIM 304 CORRIDOR 3'-0" X 7'-0" 1 A FOURTH FLOOR I 401 ELEVATOR PER MANUFACTURER MFR MFR MFR MFR MFR MFR 90 - - - - SMOKE CURTAIN CURTAIN TO COMPLY WITH UL 1784 % 1 /5 - 1''' TYP. 402 STAIR #2 3'-0" X 7'-0" 3 A 1-3/4" HM HM PT 90 Y A10.5 A10.4 SIM. A10.4 W/ PANIC BAR AND CLOSER 1 403 STAIR #3 3'-0" X 7'-0" 3 A 1-3/4" HM HM PT 90 Y A10.5 A10.4 SIM. A10.4 W/ CLOSER 1---5- 5 A 404 CORRIDOR 3'-0" X 7'-0" 1 A 1-3/4" HM HM PT 90 Y A10.5 A1O / SIM. A10.4 W/ HOLD OPEN AND CLOSER A L.�D 501 ELEVATOR PER MANUFACTURER MFR MFR MFR MFR MFR MFR 90 - - _ _ SMOKE CURTAIN CURTAIN TO COMPLY WITH UL 1784 FIFTH FLOOR ABBREVIATIONS 1 i5 5 502 STAIR #2 3'-0" X 7'-0" 3 A 1-3/4" HM HM PT 90 Y A10.5 \A10.4) SIM. A10.4 W/ PANIC BAR AND CLOSER WD: WOOD WD: HOLLOW METAL MTL: METAL HCW: HOLLOW CORE WOOD 1 7---5-- AL: ALUMINUM SCW: SOLID CORE WOOD GL: GLAZED 503 STAIR #3 3'-O" X 7'-0" 1 A 1-3/4" HM HM PT 90 Y I A10.5 A�0_91- SIM. A10.4 W/ CLOSER SHEET NOTE REQUIRED TO BE TESTED IN ACCORDANCE WITH ASTM E 119 OR 1. ALL DOORS TO STAIR ENCLOSURES MUST HAVE A MAXIMUM TRANSMITTED 11. MAXIMUM PRESSURE AT FIRE DOORS TO COMPLY WITH 2O16 CBC 1126A.4. TEMPERATURE END POINT NOT TO EXCEED 450 DEGREES F ABOVE AMBIENT AT THE END OF 30 MINUTES OF THE FIRE EXPOSURE AS SPECIFIED IN 2016 CBC 12. DOOR HARDWARE TO COMPLY WITH 2016 CBC SECTION 1010.1.9.1 & CHAPTER 11 716.5.5. AS REQUIRED. 13. PER 2016 CBC SECTION 1010.1.9 EGRESS DOORS SHALL BE READILY OPENABLE o 601 STAIR #3 3'-0" X 8'-0" 8 MFR MFR MFR MFR MFR 45 - - - UL 263 AS HORIZONTAL ASSEMBLIES AND LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE. ACCESS HATCH PROVIDE MIN. 16 SQ. FT. OPENING PER CBC 1011.12.2 TO A. 2. NON -POROUS GASKETING/WEATHERSTRIPPING TO BE USED AT ALL EXTERIOR DOORS. FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, THUMB TURN, OR ANY SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR 3. ALL DOOR GLAZING SHOWN IS TO BE TEMPERED. SURFACE BOLTS ARE NOT PERMITTED, UNLESS ANY OF THE EXCEPTIONS TO 2016 CBC SECTION 1010.1.9.4 ARE MET. THIS PAGE WAS REVISED 4. ALL GLAZED OPENINGS WITHIN 24" ARC DISTANCE FROM DOOR EDGES TO BE 14. ALL HARDWARE ON PUBLIC DOORS SHALL BE OPERABLE WITH ONE HAND AND SAFETY GLAZING PER 2016 CBC 2406.4.2. SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. BE NO GREATER THAN 5 Revisi n # 5. ALL UNIT DOORS THAT OPEN IN THE CORRIDOR SYSTEM SHALL MEET THE THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY PER 2016 POUNDS (22.2 N) OR FORCE PER 2016 CBC 1010.1.3. CBC 710.5.2.2. 15. FOR PUBLIC DOORS, CENTER LINE OF DOOR HANDLE SHALL BE AT 36" A.F..F. IN BY DATE �� �E��tlr4ir�6. 6. AT ALL DOORS TO RATED CORRIDORS, THE DOOR AND FRAME OF SUCH ACCORDANCE WITH 2016 CBC 1010.1.9.2 ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING (I.E., 20-MIN) FOLLOWED BY THE LETTER "S", THE NAME OF THE MANUFACTURER, AND 16. STAIRWAY DOORS TO BE OPENABLE FROM BOTH SIDES WITHOUT THE USE OF A THE IDENTIFICATION OF THE LISTING SERVICE PER 2016 CBC 716.5.7. KEY OR SPECIAL KNOWLEDGE OR EFFORT. STAIRWAY DISCHARGE DOORS SHALL BE LOCKED FROM THE URLiNGgry�EBLD e r rhlap+an check shallnbPAi�ttvlr\' construed tob©a�rm+ ror,or andapprova+a+ah Y+�iat+one BE OPENABLE FROM THE EGRESS SIDE AND SHALL ONLY 7. THE AREA OF GLAZED OPENINGS IN 1-HR RATED DOORS SHALL BE LIMITED TO OPPOSITE SIDE PER 2016 CBC 1010.1.9.10 EXCEPTION 1. 100 SQUARE INCHES PER 2016 CBC 716.5.5.1. 17. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE rourl+OVALP NDngame IN's+ansr,; a°Pf7OVq�pEND+NfiFNA+e` FIELD+NgpEcpON REVIEWED ay_--- DATt 8. ALL RATED DOORS TO INCLUDE SMOKE SEAL. OPERATION PER 2016 CBC 1010.1.9.5. 9. FOR DWELLING UNIT DOORS, CENTER LINE OF DOOR HANDLE SHALL BE AT 32" 18. PUBLIC TOILET ROOMS TO BE PROVIDED WITH A LOCK. LOCK TO MEET A.F.F. IN ACCORDANCE WITH 2016 CBC 1126A.6. REQUIREMENTS OF SHEET NOTE #14 10. SEE 1 6 FOR TYPICAL DOOR ACCESSIBILITY AND CLEARANCES. A0.8 7- NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w w � Q 0 U Y L1J � Q co 0 z 1 � J O� D no -CO 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET /4\ 03-06-2020 BUILDING ENTRY A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SCHEDULE: BUILDING DOORS A9.1 DOOR TYPES —› g FIXED SIDELITE CD 0 0 FRAME TYPES H.M. FRAME GATE TYPES FINISH FL. VV // 0 0 WD FRAME. & TRIM DOOR SCHEDULE - UNIT DOORS DOOR I.D. NOTES LOCATION UNIT ENTRY BEDROOM CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET W/D CLOSET W/D CLOSET W/D CLOSET BATHROOM BATHROOM BATHROOM BATHROOM BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY 3'-0" X 7'-0" 3'-0" X 7'-0" 3'-0" X 7'-0" 3'-0" X 8'-0" 9'-0" X 7'-0" 1. ALL DOORS TO STAIR ENCLOSURES MUST HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT NOT TO EXCEED 450 DEGREES F ABOVE AMBIENT AT THE END OF 30 MINUTES OF THE FIRE EXPOSURE AS SPECIFIED IN 2016 CBC 716.5.5. 2. NON —POROUS GASKETING/WEATHERSTRIPPING TO BE USED AT ALL EXTERIOR DOORS. 3. ALL DOOR GLAZING SHOWN IS TO BE TEMPERED. 4. ALL GLAZED OPENINGS WITHIN 24" ARC DISTANCE FROM DOOR EDGES TO BE SAFETY GLAZING PER CBC 2406.4.2. 5. ALL UNIT DOORS THAT OPEN IN THE CORRIDOR SYSTEM SHALL MEET THE REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY PER 2016 CBC 710.5.2.2. GATE SCHEDULE GATE I.D. LOCATION BUILDING ENTRY GARAGE 90 © UNIT 501 ALUM. PT SILL/ THRESHOLD DETAILS 2 A�O� SIM. 1 4� SIM. 4 A10.5 SIM. A10., SIM. SIM. A10.5/ SIM. REMARKS DOOR SPEC: DOORMERICA COLLEDGE GUARD PRESTAINTED, A10.5 VENEER COLOR TBD BY ARCHITECT DOOR FRAME SPEC: DOORMERICA 1" TRIM PROVIDE PEEP HOLE, WIRED DOOR BELL, CLOSER & ACOUSTIC SMOKE SEAL 6. AT ALL DOORS TO RATED CORRIDORS, THE DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING (I.E., 20—MIN) FOLLOWED BY THE LETTER "S", THE NAME OF THE MANUFACTURER, AND THE IDENTIFICATION OF THE LISTING SERVICE PER 2016 CBC 716.5.7. 7. THE AREA OF GLAZED OPENINGS IN 1—HR RATED DOORS SHALL BE LIMITED TO 100 SQUARE INCHES PER 2016 CBC 716.5.5.1. 8. ALL RATED DOORS TO INCLUDE SMOKE SEAL. 9. FOR DWELLING UNIT DOORS, CENTER LINE OF DOOR HANDLE SHALL BE AT 32" A.F.F.IN ACCORDANCE WITH 2016 CBC 1126A.6. 10. SEE 6 1 FOR TYPICAL DOOR ACCESSIBILITY AND CLEARANCES. A0.8 DETAILS SILL/ THRESHOLD JAMB REMARKS 3'-2" DOOR OPENING 3'-9" DOOR OPENING NOT TO BE USED AS A DOOR BUT AS A LARGE CASEMENT WINDOW; SEE ELEVATIONS FOR HEAD HEIGHT NOT TO BE USED AS A DOOR BUT AS A LARGE CASEMENT WINDOW; SEE ELEVATIONS FOR HEAD HEIGHT DOOR LEAF TO BE 3'-0" WIDE NOT TO BE USED AS A DOOR BUT AS A LARGE SLIDING WINDOW; SEE ELEVATIONS FOR HEAD HEIGHT NOT TO BE USED AS A DOOR BUT AS A LARGE SLIDING WINDOW; SEE ELEVATIONS FOR HEAD HEIGHT NOT TO BE USED AS A DOOR BUT AS A LARGE SLIDING WINDOW; SEE ELEVATIONS FOR HEAD HEIGHT NOT TO BE USED AS A DOOR BUT AS A LARGE SLIDING WINDOW; SEE ELEVATIONS FOR HEAD HEIGHT ABBREVIATIONS WD: WOOD MTL: METAL AL: ALUMINUM HM: HOLLOW METAL HCW: HOLLOW CORE WOOD SCW: SOLID CORE WOOD GL: GLAZED THIS PAGE WAS REVISED Revision # 3 BY 17 DATE L 7'?0=3 DECORATIVE METAL GATE W/ PANIC BAR AND CLOSER. PROVIDE BALL BEARING HINGES. PROVIDE DOOR KING 1837 ENTRY INTERCOM SYSTEM. PROVIDE KNOX BOX FOR EMERGENCY PERSONAL USE. SEE SHEET NOTES #14 & #15 ON A9.1. SEE A11.9C SEE A11.9C GARAGE DOOR OPENERS TO BE LISTED IN ACCORDANCE W/ UL 325A NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ui w 0 a) 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET Al 03-21-2019 GAS METERS 07-01-2019 UNIT D 0 11-15-2019 HORIZONTAL EXIT A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SCHEDULE: UNIT DOORS A9.2 WINDOW & SKYLIGHT TYPES FINISH FL. 2' -CI W-01 2-0 FINISH FL. W-06 0 cc 0 -00 5'-0" EQ. i EQ. FINISH FL. � W-12 0 cc EQ. 5'-0" EQ. / 7\ \ > CD W-02 i-1;-6" W-07 -VARIES, SEE ELEVATIONS,k CD CO 7'-6„ 5' 0" EQ. EQ. 2' 6" \ > / / / W-03 3'-0" A i Iu -u EQ. i EQ. i EQ. i EQ. i 0 ih, C cc o �'\ I <W-13> W-08 0 0 3'-0"1 / i W-04 2'-0"¶ W-09 6'-6" 3'-0" L ,J o W-14 > METAL PANEL 0 Ln CD cc CD 0 3' 0" 0 cc <W-04F> le-2'-CI W-10 0 T CD -00 3' -0" 9'-0" EQ. 6' 0" EQ. / W-05 3'-0" METAL PANEL < S-01 0 -00 0 S-02 S-03 > WINDOW & SKYLIGHT SCHEDULE WINDOW I.D. W-01 W-02 W-03 W-04 W-04F W-05 W-06 W-07 W-08 W-09 W-10 W-1 1 W-12 W-13 W-14 W-15 S-01 S-02 OVERALL SIZE (W X H) 2'-6" x 5'-0" 5'-0" x 5'-0" 7'-6" x 5'-0" 3'-0" x 5'-0" 3'-0" x 5'-0" 9'-0" x 5'-0" 2'-0" x 5'-0" 1'-6" x 4'-6" 3'-0" x 2'-0" 2'-0" x 7'-0" 2'-6" x 7'-0" 3'-0" x 7'-0" 5'-0" x 7'-0" 10'-0" x 7'-0" 3'-0" x 8'-0" 9'-0" x 8'-0" WINDOW TYPE CASEMENT CASEMENT CASEMENT/FIXED CASEMENT FIXED CASEMENT/FIXED FIXED FIXED AWNING FIXED FIXED FIXED FIXED FIXED FIXED (STOREFRONT) FIXED (STOREFRONT) AWNING AWNING FRAME TYPE WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. C LAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD WD. ALUM. CLAD ALUM. ALUM. MTL. MTL. GLASS TYPE DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW- E DBL. LOW-E DBL. LOW-E DBL. LOW-E DBL. LOW- E DBL. LOW- E DBL. LOW-E DBL. LOW-E DBL. LOW- E DBL. LOW-E FIRE RATING 45 STC RATING (MIN) 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 TEMPERED EGRESS DETAILS SILL/ THRESHOLD 5,8,11 10.6 5,8,11 5,8,11 AA110.6A � 1 �10. 6 JAM B 6,9,12 4 55 <10.6 \&10.6/ 4,5 10.610.6B 6,9,12 10. y 110.6 6,9,12 14,55 10.6 &10.6B 6,9,12 6,9,12 6,9,12 4,5 10.610.6B HEAD / 6 � 10.610.6B REMARKS SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58) SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58) SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACT GLAZING TO BE TAMPERED AT UNITS: 201 & 203 SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACT SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FAC OR OF 0.58) OR OF 0.58) TOR OF 0.58) SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58) SEE T24 FOR GLASS REQUIREMENTS (MAXIMU SEE T24 FOR GLASS REQUIREMENTS (MAXIMU GLAZING TO BE TEMPERED M U-FACTOR OF 0.58) M U-FACTOR OF 0.58); SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U- FACTOR OF 0.58); GLAZING TO BE TEMPERED SEE T24 FO GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58); GLAZING TO BE TEMPERED SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U- FACTOR OF 0.58); GLAZING TO BE TEMPERED SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58); GLAZING TO BE TEMPERED SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58); GLAZING TO E TEMPERED GLAZING TO BE TRANSLUCENT ON 5TH FLOOR ELEVATOR VESTIBULE SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U- FACTOR OF 0.58); GLAZING TO BE TEMPERED GLAZING TO BE TRANSLUCENT ADJACENT TO X01 DECKS SEE T24 FOR GLASS REQUIREMENTS (MAX1MU GLAZING TO BE TEMPERED M U-FACTOR OF 0.58); SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U FACTOR OF 0.58); GLAZING TO BE TEMPERED SEE T24 FOR GLASS REQUIREMENTS (MAXIMU GLAZING TO BE TEMPERED M U-FACTOR OF 0.58); NOTES 1. TOP OF WINDOW IS MEASURED FROM T.O. PLY. 2. ALL OPERABLE WINDOWS / DOORS SHALL BE LOCATEC 3'-0" AWAY FROM ANY MECHANICAL EXHAUST OUTLETS SHALL COORDINATE WITH MECHANICAL DRAWINGS. SEE 3. ALL WINDOWS SHALL HAVE AN STC RATING OF 31. S REPORT FOR FURTHER REQUIREMENTS. 4. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO F EXISTING OPENINGS AND DIMENSIONS. 5. EMERGENCY ESCAPE PER 2016 CBC 1030: EVERY SLE SHALL HAVE AN EMERGENCY ESCAPE DOOR OR WINDO MIN. NET CLEAR OPENING OF 5.7 S.F. MINIMUM, UNDE OPERATION OF THE OPENING NET CLEAR OPENING HEI SHALL BE 24" & MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". SILL HEIGHT SHALL NOT BE MORE TH MEASURED FROM THE FLOOR." A MINIMUM OF CONTRACTOR CMC 502.2.1. :E ACOUSTIC ELD VERIFY EPING ROOM W. PROVIDE R NORMAL GHT DIMENSION DIMENSION AN 44 6. ALL OPENING MECHANISMS FOR CASEMENT WINDOWS TO MEET REQUIREMENTS FOR GRASPING AND TWISTING OF THE WRIST TO OPERATE SUCH CONTROLS PER 2016 CBC 1138A.4 AND 1 1 B-309.4. 7. WATER RESISTANCE: CONSTRUCT AND WEATHERSEAL IN WITH ASTM E547 TEST; PRESSURE EQUAL TO 2.86 PSI UNCONTROLLED WATER PENETRATION. SAFETY GLAZING 1. GLAZING IN ALL DOORS SHALL BE TEMPERED. ACCORDANCE ; NO 2. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WITHIN 24" OF THE ARC OF THE DOOR SHALL BE TEMPERED AS REQUIRED BY 2016 CBC 2406.4.2. 3. GLAZING THAT MEETS ALL THE FOLLOWING CONDITIONS SHALL BE TEMPERED: 3.1. EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF. 3.2. EXPOSED BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. 3.3. EXPOSED TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR. 3.4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF PLANE OF GLAZING. ABBREVIATIONS ALUM: MFR: MTL: T: WD: ALUMINUM PER MANUFACTURER METAL TEMPERED WOOD LIGHT AND VENTILATION SCHEDULE UNIT Al: BEDROOM 1 BEDROOM 2 KITCHEN/DINING/LIVING BASE FLOOR AREA 160 140 425 UNIT A2: BEDROOM 1 BEDROOM 2 KITCHEN/DINING/LIVING LIGHT REQ. (8% area or 10 SF rrin.) 13 11 34 LIGHT PROVIDED LIGHT PASSES? VENT. REQ (4% area or 5 SF rrin. VENT. PROVIDED VENT. PASSES? 52 24 85 UNIT B: BASE FLOOR AREA 160 140 425 LIGHT REQ. (8% area or 10 SF min.) 13 11 34 LIGHT PROVIDED YES YES YES 13 11 34 35 21 44 LIGHT PASSES? VENT. REQ (4% area or 5 SF nin YES YES YES VENT. PROVIDED VENT. PASSES? 41 24 85 BASE LIGHT REQ. FLOOR AREA (8% area or 10 SF nin.) BEDROOM 1 BEDROOM 2 KITCHEN/DINING/LIVING UNIT C: BEDROOM 1 KITCHEN/DINING/LIVING 188 160 422 15 13 34 LIGHT PROVIDED YES YES YES 13 11 34 14 21 44 LIGHT PASSES? VENT. REQ (4% area or 5 SF nin. YES YES YES VENT. PROVIDED VENT. PASSES? 18 27 64 BASE FLOOR AREA LIGHT REQ. (8% area or 10 SF min.) LIGHT PROVIDED YES YES YES 15 13 34 23 34 44 LIGHT PASSES? VENT. REQ (4% area or 5 SF nin YES YES YES VENT. PROVIDED VENT. PASSES? UNIT D: BEDROOM 1 BEDROOM 2 BEDROOM 3 KITCHEN/DINING/LIVING 115 315 10 25 27 65 BASE FLOOR AREA LIGHT REQ. LIGHT PROVIDED YES YES 9 25 34 39 LIGHT PASSES? VENT. REQ (4% area or 5 SF rrir YES YES VENT. PROVIDED VENT. PASSES? SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58); GLAZING TO BE TEMPERED KITCHEN AREA WILL PROV 233 172 169 660 19 14 14 53 47 18 18 98 YES YES YES YES 19 14 14 53 66 23 23 79 YES YES YES YES IDE ARTIFICIAL LIGHT PER 2016 CBC 1205.3 REVIEWELL 'his plan check shall not be .:onstrued to be a permit F.orior and approval of any violation of the provisions of nf Burlingame Building Codes 1PPROVAL PENDING FINAL FIELD INSPECTION REVIEWED By . _. DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners • 0 CY) Z3).- gq. CC) 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 01-05-2018 CONSTRUCTION SET Al- 03-06-2020 BUILDING ENTRY CONTACT: TOBY LEVY (415) 777-0561 P SCALE: AS NOTED SCHEDULE: WINDOW FIXED MTL. DBL. LOW-E 31 SEE T24 FOR GLASS REQUIREMENTS (MAXIMUM U-FACTOR OF 0.58); GLAZING TO BE TEMPERED THIS PAGE WAS REVISED BY DATE:SZCD-qc A9.3 GENERAL BUILDING FINISH SCHEDULE ROOM NAME FLOOR(S) FLOOR BASE WALLS CLG. ROOM COLOR NUMBERS MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. CODE REMARKS GARAGE ELECTRICAL ROOM ELEVATOR MACHINE ROOM BASEMENT GARAGE BASEMENT GARAGE BASEMENT GARAGE B100 B101 B102 F1/ F2.1 B2 - F1 B2 F1 B2 W1 C1 - W2 C2 W2 - C1 W2 - C1 W1 W1 TILE AT ELEVATOR LOBBY AREA. GYP. BD. SOFFIT AT ELEVATOR LOBBY AREA. w CD 0 0 J I- V) U- LOBBY GARAGE EXIT PASSAGEWAY 1ST FLOOR 100 1ST FLOOR 1ST FLOOR 101 102 F2.2 - B3.1 W1 - F1 B2 W2 C2 C1 W3 - /C3 - SEE T24 FOR INSULATION REQUIREMENTS F1 B1 W1, W2 W3 C1 C3 SEE T24 FOR INSULATION REQUIREMENTS FLOORS 2-5 CORRIDOR FLOORS 2-5 2000, 3000, 4000, 5000 F4.2 - B1 W1 C2 SEE GENERAL NOTE 7 U) U) STAIR #1 STAIR #2 STAIR #2 STAIR #3 STAIR #3 BASEMENT 1ST FLOOR FLOORS 2-4 1ST FLOOR B0001 1001 2001, 3001, 4001, 5001 1002 2002, 3002, FLOORS 2-4 4002, 5002 F1 F1 W1 B1 - W2 - B1 B1 B1 B1 W1 W1 C1 W2 - C1 C2 ELEVATOR CAB F8.3 - MFR. - WALL TO BE PLASTIC LAMINATE. CEILING TO BE STAINLESS STEEL WITH RECESSED LIGHTS UNIT FINISH SCHEDULE ROOM NAME FLOOR BASE WALL CLG. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. COLOR CODE REMARKS KITCHENS - LIVING ROOMS DINING ROOMS BEDROOMS BATHROOM CLOSETS WASHER/DRYERS F5 F5 F5 F4.1 F2.3/ F2.4 F4.1/ F5 B1 B1 B1 B1 B3.2/ B3.3 - B1 w 1 W5.3 - W1 W1 W1 C2 - C2 - C2 - C2 SEE GENERAL NOTE 3. SEE GENERAL NOTE 3. SEE GENERAL NOTE 3. SEE GENERAL NOTE 3. W1, W5.1, W5.2 C2 W1 C2 SEE GENERAL NOTES 3, 5 & 6. SEE GENERAL NOTE 4. F3 B1 W1 C2 GENERAL FINISH NOTES 1. UNIT FINISH SCHEDULE APPLIES TO ALL UNIT TYPES. SEE PLANS FOR SPECIFIC WALL ARRANGEMENT. 2. CONTINUE FINISH FLOOR BENEATH REMOVABLE BASE/TOE OF SINK BASE CABINETS AT ACCESSIBLE UNIT. 3. PROVIDE 4" WOOD THRESHOLDS BETWEEN WOOD AND CARPET OR VINYL AND 4" STONE THRESHOLDS BETWEEN TILE AND CARPET, WOOD OR VINYL. 4. CLOSET FLOOR FINISHES TO MATCH ADJACENT SPACE; E.G. CARPET IN BEDROOMS, WOOD FLOORING IN LIVING ROOMS, U.O.N., ON ENLARGED FLOOR PLANS. 5. ALL DAMP AND WET SURFACES TO HAVE WATERPROOF GYP. 6. TILE PATTERNS WILL BE PROVIDED; CONTRACTOR TO ASSUME ONE HORIZONTAL ROW OF DECORATIVE TILE IN ALL BATHROOMS. PATTERN TO BE PROVIDED BY ARCHITECT. 7. ASSUME TWO COLORS OF PAINT IN CORRIDORS AND LOBBY. MATERIALS AND FINISHES LEGEND vAT=IALS FI\ISHES NO. DESCRIPTION MANUFACTURER; PRODUCTS * NO. DESCRIPTION NOTES F1 CONCRETE SEALED TBD 1 UNFINISHED F2.1 F2.2 F2.3 F2.4 F3 TILE #1 TBD TBD TBD 2 CLEAR HARDENED TILE #2 3 4 SATIN POLYURETHANE SEALER PAINT - FLAT TILE #3 TILE #4 TBD 5 PAINT - EGGSHELL SHEET VINYL** ' TBD 6 7 PAINT - SEMI -GLOSS SATIN / CLEAR SEALER F4.1 CARPET #1 TBD F4.2 CARPET #2 TBD F5 HARDWOOD FLOORING TBD CA3I\ET FI\ISHES B1 9" MDF. WD. BASE, PAINT TBD KITCHEN DESCRIPTION DOOR/DRAWER FACES COUNTERTOPS SLAB DOOR: DECOFOIL LAMINATE; CANPLAST 1 i"GRANITE FLAMED FINISH; SEE KLEAR-VU ACRYLIC A11.3 FOR EDGE PROFILE EDGEBANDING B2 B3.1 B3.2 B3.3 4" RESILENT BASE TBD TILE #5 TBD TILE #6 1 TBD BATH TYPICAL SLAB DOOR: DECOFOIL LAMINATE; CANPLAST i"GRANITE POLISHED FINISH; KLEAR-VU ACRYLIC SEE A11.3 FOR EDGE PROFILE EDGEBANDING TILE #7 TBD W1 GYPSUM PLASTERBOARD PAINT, LEVEL 4 FINISH W2 W3 CONCRETE TBD CMU TBD W4 NOT USED TBD TBD W5.1 TILE #8 W5.2 W5.3 TILE #9 TBD TILE #10 TBD CI EXPOSED CONCRETE CEILING TBD C2 GYPSUM PLASTERBOARD PAINT, LEVEL 4 FINISH C3 SPRAY -ON INSULATION TBD * ALL COLORS AND PATTERNS TO BE SELECTED/PROVIDED BY ARCHITECT ** 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH SPECIFIED VOC CRITERIA REVIEWED FOR CODE COMPLIn OCT 3 0 2017 BUREAU VERITAS NORTH AMERICA, IP FLAME SPREAD TABLE 8-B FLAMESPREAD INDEX *NOTE: CLASSES REDUCED BY ONE CLASS FROM TABLE 8-B, PER CBC SECTION 804.1 EXCEPTION 2, BUILDING IS PROVIDED WITH AN REVIEWED APPROVED SPRINKLER SYSTEM. BURLINGAME BLDG DEPARTMENT This plan check shall not be FRAME SPREAD DOES NOT INCLUDE construed to be a permit BASEBOARDS, TRIM, HANDRAILS, AND For, o►and approval ofany violation of the provisions of CHAIR RAILS PER CBC SECITON Burlingame Building Codes 801.1 APPROVAL PENDING FINAL FIELD ittlCar mrm,.. OCC. R 1 S3 ENCLOSED VERT. EXITWAYS INT. CORRIDORS (NOT EXTERIOR BALC.) ROOMS OR AREAS r I I * III* III II* III* III III* III - _ I I * CE REVIEWED BY__"..j,. DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED SCHEDULE: FINISHES A9.4 PROVIDE i" CEMENT BOARD WHERE REMOVING TOP OF SOLDIER BEAMS V ) / l7 -DRAIN BODY WEEP HOLES / 14 a CONCRETE �TOPPINQ DRAIN GRATE MIN 3/8" WIDE SEALANT AROUND DRAIN. 3/8" THICK FOAM AROUND ADJUSTABLE COLLAR i— "DISH" CONC. SURFACE 1/4" DOWN 18" AROUND DRAIN BODY Of aDRAIN BQARDa� PER MEMBRANE MFR. REQ. THREAD -ADJUSTABLE DRAIN 4 a a 4 d 4 d a a a EXTENSION COLLAR 1 "x2" DRAIN ROCK IN FILTER FABRIC TO PREVENT CLOGGING OF DRAIN WEEP HOLES FULLY REINFORCED (FABRIC) HOT RUBBERIZED FLUID APPLIED MEMBRANE NEOPRENE FLASHING AROUND DRAIN BODY AS REQ. BY MEMBRANE MFR. TWO -STAGE DRAIN ASSEMBLY. CLAMP MEMBRANE BTWN. DRAIN BOWL & CLAMPING RING P.T. CONCRETE SLAB WATERPROOFING TERMINATION 3"=1'-0" TYP. DRAIN AT DECK 1-1/2"=1'-0" a G 4 O o G if)„ 0 a CC 4 4 L4 ,,, • 4 VOLTEX SUB —GRADE W.P. MEMBRANE FASTENED TO WOOD LAGGING 1 1 STRAINER ASSEMBLY TOPPING SLAB, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC REINFORCING FABRIC BETWEEN W.P. MEMBRANE LAYERS 2 W.P. MEMBRANE LAYERS LOWER DRAIN BODY, SET FLUSH WITH P.T. SLAB DECK FRAMING PAVERS, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1 /4" RIGID PROTECTION BOARD PROTECTION FABRIC EMBEDDED IN TOP LAYER OF HOT RUBBER FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. STRUCTURAL CONCRETE SLAB, SLOPED TO DRAIN 1 /4" PER FT. MIN., S.S.D. a La a TOP OF I`LRM BAR 4 10 a G a a a G a G a SILICONE SEALANT & BACKER ROD 1" SEALANT JOINT @ S.S. COUNTERFLASHING 1"@ 45° 24 GA S.S. COUNTERFLASHING WEDGED/FASTENED IN " WIDE X 1" DEEP CAST -IN -PLACE GROOVE. SET FLASHING IN FULL BED OF SEALANT ALIGN S.A.S.M & TERM BAR AT VARIOUS CONDITION ALL AROUND SITE MAT SLAB, S.S.D. MOISTURE BARRIER; VOLTEX W.P. MEMBRANE MAT SLAB TO BE UNDERLAIN BY MIN. 8" OF COMPACTED 1/2"-3/4" CRUSHED ROCK NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION WATERPROOFING TERMINATION UNDERSLAB DRAINAGE 3"=1'-0" V 1 "=1'-0" 4 a a a G B 6" CAST IRON ADJUSTABLE DRAIN PROVIDE REINFORCEMENT AS SPECIFIED -- ELASTOMERIC COLD APPLIED WATEPPROOFING MEMBRANE a EXTEND WATERPROOrING AND NEOPRENE INTO BODY OF< DRAIN AS SHOWN CONCRETE SLAB SLOPED. TO DRAIN; SEE STRUCTURAL` `DRAWINGS a A BASEMENT ci ROOF DRAIN AT COURTYARD (PODIUM) 167 3"=1'-0" 111.111011111 M — PAVERS, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1 /4" RIGID PROTECTION BOARD PROTECTION FABRIC EMBEDDED IN TOP LAYER OF HOT RUBBER FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. STRUCTURAL CONCRETE SLAB, SLOPED TO DRAIN 1 /4" PER FT. MIN., S.S.D. PODIUM DECK WATERPROOFING AT PAVERS PODIUM DECK WATERPROOFING 1-1/2"=1'-0" 1-1/2"=1'-0" AT TOPPING SLAB 1,- G NA` VOLTEX SUB —GRADE W.P. MEMBRANE STRIP CENTERED OVER SOLDIER PILE DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC WOOD LAGGING NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION G 4 a 4 G 4 4 4 4 /// 4 a PAVERS, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1/4" RIGID PROTECTION BOARD PROTECTION FABRIC EMBEDDED IN TOP LAYER OF HOT RUBBER FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. UNCURED NOEPRENE PATCH P.T. SLAB LOWER DRAIN BODY, SET FLUSH WITH P.T. SLAB — 41 4 a 4 a a 4 a 4 G `N a 4 J 4j o 4 4 a STRAINER ASSEMBLY TOPPING SLAB, S.L.D. DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1 /4" RIGID PROTECTION BOARD PROTECTION FABRIC EMBEDDED IN TOP LAYER OF HOT RUBBER FULLY REINFORCED HOT RUBBERIZED ASPHALT W.P. UNCURED NOEPRENE PATCH P.T. SLAB LOWER DRAIN BODY, SET FLUSH WITH P.T. SLAB PROVIDE PLYWOOD PROTECTION OVER W.P. MEMBRANE TAILS UNTIL POSITIVE SIDE W.P. MEMBRANE IS INSTALLED. PROVIDE " CEMENT BOARD WHERE REMOVING TOP OF SOLDIER BEAMS II a ° A l ° a A a A a ° G A Q BELOW GRADE WALL VOLTEX SUB —GRADE W.P. MEMBRANE DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC FILTER FABRIC SHORING WALL NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION BELOW GRADE WATERPROOFING (PLAN) Pc I9 ° VOLTEX SUB —GRADE W.P. MEMBRANE DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC PROVIDE VOLTEX COLLAR AT ALL PENETRATIONS, TYP. CONTINUE TO PROVIDE DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC & VOLTEX W.P. MEMBRANE IN BETWEEN PIPES PROVIDE VOLTEX COLLAR AT ALL PENETRATIONS, TYP. BLOCK WATERSTOP, TYP. AT ALL PENETRATIONS BENTOSEAL, TYP. AT ALL PENETRATIONS CIP. CONC. WALL VOLTEX W.P. MEMBRANE DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION SLAB ON GRADE, S.S.D. COMPACTED CLASS 2 AGGREGATE BASEROCK WITH UPPER 4" OF BASEROCK TO CONSIST OF 1 /2"-3/4" CRUSHED ROCK MOISTURE BARRIER; VOLTEX W.P. MEMBRANE G a a 4 a 4 a 4 G G 4 4 Al a 4 a a 4 G 4 a 4 a •-,•-•—•-•OPOOP •-a •-'•-• o•�•�•�-• 104 - NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION EXTERIOR CONCRETE PAVEMENT @ GRADE 1-1/2"=1'-0" // GRADE • ; EXT. WALL, WHERE OCCURS L_.J ° Q a MASTIC SEALANT JOINT TERMINATE FLASHING WITHIN CAST IN PLACE REGLET P.T. SLAB, S.S.D. a Z.. a L —/ — — a G a ° BENTONITE WATERSTOP ©JOINTS 12" WIDE S.S. FLASHING; EXTEND MIN. 18" BELOW FINISHED GRADE REMOVE WOOD LAGGING & TOP OF SOLDIER BEAMS. PROTECT DRAIN BOARD & MEMBRANE W/ 1/2" CEMENT BOARD WHERE REMOVING TOP OF SOLDIER BEAMS VOLTEX SUB —GRADE W.P. MEMBRANE WOOD LAGGING CIP. CONC. WALL, S.S.D. NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION ODRAINAGE COMPOSITE WITH INTEGRAL FILTER FABRIC; MIRADRAIN, ENKADRAIN, OR OTHER GEOSYNTHETIC DRAINAGE PANELS AS APPROVED BY DESIGN TEAM BELOW GRADE W.P. TERMINATION AT GRADE 1 "=1'-0" O A VOLTEX W.P. MEMBRANE 1" BENTONITE WATERSTOP AT JOINTS VOLTEX SUB —GRADE W.P. MEMBRANE WOOD LAGGING O CIP. CONC. WALL CONT. BENTONITE WATERSTOP MAT SLAB, S.S.D. MAT SLAB TO BE ° UNDERLAIN"- BY MIN. 8" OF COMPACTED z' °1 /22-3/4" CRUSHED ROCK ° i ° 18 MIN. a a a 4" MIN DIAMETER PERF. DRAIN PIPE, SCHEDULE 40 OR SDR 35, OR EQUAL NOTE: REFER TO GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE, MAT SLAB SUBGRADE, AND UNDERLAYMENT PREPARATION r.i') DRAINAGE COMPOSITE WITH INTEGRAL FILTER FABRIC; MIRADRAIN, ENKADRAIN, OR OTHER GEOSYNTHETIC DRAINAGE PANELS AS APPROVED BY DESIGN TEAM (-5) PRE —FABRICATED HORIZONTAL COLLECTOR SYSTEM, SUCH AS MIRADRAIN HC OR HYDRODUCT COIL. GEOSYNTHETIC DRAINAGE PANELS SHOULD BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH FILTER FABRIC FACING TOWARDS THE SOIL BACK —CUT ac- 101 LP 6 NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners vc);. ur ...-J Ct"-n rrirt CODECOMPLIANCI D OCT 30 2011 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT CONTACT: TOBY LEVY SCALE: AS NOTED DETAILS: FOUNDATION A10.1 15 1 1 TYP. PLAZA DRAIN AT PAVERS BELOW GRADE W.P. OVER SOLDIER PILES TYP. PLAZA DRAIN AT TOPPING SLAB A BELOW GRADE PENETRATIONS 41. BELOW GRADE WATERPROOFING AT GARAGE a4 WALL ASSEMBLY PER SCHEDULE 3/8" PERIMETER ISOLATION BOARD, TYP. T.O. STRUCT. PLYWD., S.S.D. ALIGN PLY. WITH CONCRETE WALL ASSEMBLY PER SCHEDULE EXT. WALL @ CONC. FLOOR ASSEMBLY 1-1/2"=1'-0" 11 A ° A A A A A A N A ° G A A r l A N °A 4" MIN. OVERLAP' OF S.A$AM. 0/ BELOW GRADE A BENTONITE ° MEMBRANE A ° A \ A 1 8" S.A.S.M. 0/ CEMENT PLASTER WEEP SCREED (MIN. G90 G.S.M.) W/ MIN. 3" ADHERED TO SUBSTRATE ABOVE TOP EDGE OF SCREED FLANGE A.W.B. BETWEEN G.S.M. SCREED (Sc S.S. FLASHING TO ISOLATE DIFFERENT MATERIALS 12" WIDE S.A.M. TO FULLY LAP S.S. TERM BAR & EXTEND ONTO WALL MIN. 6" OVER TOP OF SLAB @ GRADE HOLD FINISH ABOVE WEEP EDGE 1/4" MIN. FOR PROPER WEEP FUNCTION BENTONITE WATERSTOP 2% SLOPE N // A 1 /2Z THICK FOAM STRIPS a ` N 2" WIDE FLAT TERM. BAR OF S.S. FULLY CAPTURE DRAIN BOARD & S.A.S.M. SEAL W/ CETCO URETHANE SEALANT TERMINATE BELOW GRADE S.A.S.M. & DRAIN BOARD @ 4" BELOW TOP OF SLAB SURFACE @ GRADE LEVEL SLAB. ALIGN AROUND SITE 1" FLAT TERM BAR TERMINATE BELOW GRADE BENTONITE MEMBRANE @ 2" BELOW SLAB —WALL COLD JOINT DRAIN BOARD & BENTONITE MEMBRANE WATERPROOFING TERMINATION @ CLADDING 3"=1'-0" A A ° A A A AV ° A ° A A ° A °- A ° AIR & WATER BARRIER S.A.S.M. 0/WEEP SCREED, SEAL LEADING EDGE 2 LAYERS OF 60—MINUTE GRADE 'D' BLDG. PAPER, LAP OVER SCREED S.A.S.M. 0/FLASHING, SEAL LEADING EDGE S.A.S.M., 0/HOT RUBBERIZED ASPHALT, SET IN LIQUID MEMBRANE MIN. 3" WEEP SCREED j 24 GAUGE S.S. FLASHING / , 215—MIL REINFORCED HOT RUBBERIZED ASPHALT WATERPROOFING COMPRESSIBLE EXPANSION STRIP, RECESS 3/8" MIN & FILL JOINT W/SEALANT z N TOPPING SLAB/PAVERS, S.L.D. GRAVEL (OR PEDESTALS) DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1 /4" RIGID PROTECTION BOARD FLEXIBLE PROTECTION LAYER 12" STRIP OF UNCURED NEOPRENE REINFORCEMENT STRUCTURAL SLAB; SLOPED TO DRAIN ALIGN TOP EDGE OF PAVERS WITH T.O. P.T. SLAB (GROUND LEVEL) OR ALIGN T.O. TOPPING SLAB TO T.O. INTERIOR GYPCRETE (AT UPPER BALCONIES) 12" STRIP OF UNCURED NEOPRENE REINFORCEMENT X X < < DOOR WITH WEATHERSTRIPPING PER SPECS PEMKO (OR APPROVED EQUAL) 1/2" MAX. x 10" MIN. ADA COMPLIANT THRESHOLD WITH THERMAL BARRIER. CUSTOM ORDER THE FASTNER LOCATION IF REQUIRED SUCH THAT OUTER FASTNER IS LOCATED OVER PAN FLASING. SET BOTH THRESHOLD AND PAN FLASHING IN SEALANT S.S. PAN FLASHING W/ FULLY SOLDERED END DAMS COMPRESSIBLE EXPANSION STRIP, RECESS 3/8" MIN & FILL JOINT W/SEALANT TOPPING SLAB (UPPER BALCONIES) A Ci A ci THRESHOLD AT EXTERIOR DECK 3" =1'-0" INTERIOR / i C 4 A A A ° A, a 4 A A ° A 4 A A A a A Q A ♦ A a A N) A ° A A A ° a ° A A A A A 4 4 A A a DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 1/4" RIGID PROTECTION BOARD FLEXIBLE PROTECTION LAYER HOT RUBBERIZED ASPHALT WATERPROOFING WALL ASSEMBLY PER SCHEDULE S.A.S.M. 0/SUB—GRADE FLASHING, SEAL LEADING EDGE 2 LAYERS OF 60—MINUTE GRADE 'D' BLDG. PAPER, LAP 0/SCREED FOUNDATION WEEP SCREED OVER 1ST LAYER S.A.S.M. AND G.S.M. FLASHING. 22 GAUGE S.S. FLASHING WITH SUBGRADE CAPILARY BREAK OVER S.A.S.M. EXTEND BELOW SIDEWALK. S.A.S.M. 0/HOT RUBBERIZED ASPHALT, SET IN LIQUID MEMBRANE MIN. 3" PLANTER WALL; S.L.D., S.S.D. - z N � T.O. WALL$ VARIES S.S. FLASHING, SET IN CONCRETE KERF W/SEALANT (Sc BACKER ROD COMPRESSION EXPANSION STRIP, RECESS 3/8" MIN. AND FILL JOINT WITH SEALANT SELF —ADHERED SHEET W.P. 215—MIL REINFORCED HOT RUBBERIZED ASPHALT WATERPROOFING DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC 6" WIDE TERMINATION BAR SET IN LIQUID MEMBRANE FLEXIBLE PROTECTION LAYER VOLTEX SUB —GRADE W.P. MEMBRANE WATERPROOFING © PLANTER @ EXTERIOR WALL 3"=1'-0" INTERIOR / A A A A A 4 A A G a A C A A A. ° A A A A G ° A ° 4 A A \ A l A ° A A A ° 4 GA a A A A A A ° A 4 A A ° A ° A CURB OR BASEMENT WALL DRAINAGE COMPOSITE W/ INTEGRAL FILTER FABRIC S.A.S.M. 0/SHEATHING PLANTER WALL; S.L.D., S.S.D. HOT RUBBERIZED ASPHALT WATERPROOFING T.O. FOOTING VARIES FLEX. PROTECTION LAYER 12" STRIP OF UNCURED NEOPRENE REINFORCEMENT WATERSTOP STRUCTURAL SLAB, SLOPED TO DRAIN A A A A SIM. AIR & WATER BARRIER FOR STONE DETAILS SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER, LAP OVER SCREED S.A.S.M. 0/WEEP SCREED, SEAL LEADING EDGE S.A.S.M. 0/SUBGRADE TERM. PLATE, SEAL LEADING EDGE WEEP SCREED COMPRESSIBLE EXPANSION STRIP, RECESS 3/8" MIN & FILL JOINT W/SEALANT WATERPROOFING LAP AT SIDEWALK 3" =1'-0" • A A A I a 1 • N A A A A N AA AIR & WATER BARRIER EXTERIOR CEMENT PLASTER WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER, LAP OVER SCREED S.A.S.M. 0/WEEP SCREED, SEAL LEADING EDGE S.A.S.M. 0/SUBGRADE TERM. PLATE, SEAL LEADING EDGE WEEP SCREED COMPRESSIBLE EXPANSION STRIP, RECESS 3/8" MIN & FILL JOINT W/SEALANT z_ SIDEWALK GRADE WHERE OCCURS A A A A A A ° ��IEW ODpARtMEN� ME BLoG oe not be lad pane o be a Perni3t ppngt(a d _ppoya an ot Fp(, of the P(o'Gpdes vOunon g�dd G F1Ns 9P�,,n0 90.010N 1.PpPt �NSPE pA"(E,� Fro Y REV1EWEp B A A A ° A ° A ° A ° A A A A a • A all A A A A A A a a a N - z N 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER AIR & WATER BARRIER WALL $6,SSEMBLY PER SCHEDULE FOR STONE DETAILS SEE SHEET A9.3 SIM. LAP S.A.S.M. AND BUILDING PAPER 0/SCREED .Sc FLASHING WEEP SCREED 24 GAUGE S.S. FLASHING TOPPING SLAB/PAVERS, S.L.D. A A FOR PODIUM WATERPROOFING SEE SHEET A10.1 • A A`. EXTERIOR STONE WALL BASE 3"=1'-0" AT PODIUM/CONC. TOPPING ° A A A ° A A ° 1.•--- ° 0 a A ° A \ ' T A A A A <� A \ A ° \ A A c -=====�• • • 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER AIR 8c WATER BARRIER WALL ASSEMBLY PER SCHEDULE EXTERIOR CEMENT PLASTER LAP S.A.S.M. AND BUILDING PAPER 0/WEEP SCREED WEEP SCREED 24 GAUGE S.S. FLASHING TOPPING SLAB/PAVERS, S.L.D. FOR PODIUM WATERPROORNG SEE SHEET A10.1 • NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners • 0 ° co 0 qq- .J FOR CODE COMPLIAN D OCT 3 0 2017 021,ctiliAs tiURTH AMERICA, IN 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT CONTACT: TOBY LEVY SCALE: AS NOTED DETAILS: WALL A10.2A 10 PODIUM TRANSITION EXTERIOR CLADDING 7 WATERPROOFING PLANTER EXTERIOR WALL A WATERPROOFING LAP AT SIDEWALK EXTERIOR CEMENT PLASTER WALL BASE I 3"=V-19" AT PODIUM/CONC. TOPPING AIR & WEATHER BARRIER, TYP. 2 LAYERS OF 60—MINUTE GRADE 'D' BLDG. PAPER, LAP 0/ J—MOLD REGLET WALL FINISH, INSTALL PER MFR. S.A.S.M. 0/ FLASHING CONTINUOUS SOFFIT VENT AIR & WEATHER BARRIER, TYP. 12" STRIP FLASHING MEMBRANE INSIDE CORNER 6" STRIP OF CEDAR, PAINT 24 GAUGE G.S.M. FLASHING WITH DRIP EDGE, PAINT 7 DECK OUTSIDE CORNER - SECITON 3"=1'-0" coz METAL PANEL, INSTALL PER MFR. AIR & WEATHER BARRIER, TYP. S.A.S.M. LAP 0/J—MOLD REGLET, SEAL LEADING EDGE 2 LAYERS OF 60—MINUTE GRADE 'D' BLDG. PAPER, LAP 0/J—MOLD REGLET SEALANT AND BACKER ROD AT JOINT, TYP. J—MOLD REVEAL, REGLET; TYP. 1" EXTERIOR CEMENT PLASTER 0/ METAL LATH 2 LAYERS OF BLDG. PAPER WALL ASSEMBLY PER SCHEDULE NOTE: SEE DETAIL 3/— FOR INFORMATION NOT SHOWN CEMENT PLASTER TO METAL PANEL 3"=1'-0" PLAN _f1_ TYPE 2 �- TYPE 1 JT. PROFILE HORIZONTAL JT. 4" 4" VERTICAL JT. TYP. EXTERIOR WALL ASSEMBLY BLDG. PAPER, LAP OVER S.A.S.M. 2 LAYERS OF S.A.S.M., LAP ONE LAYER OVER CONTROL JOINT G.S.M. CONTROL JOINT AT BELOW CONTROL JOINT, LAP S.A.S.M. 4" OVER START OF BLDG. PAPER SHEET METAL CONTROL JOINT CUT METAL LATH AT JOINT. WIRE TIE JOINT FLANGES TO LATH. DO NOT FASTEN FLANGES TO PLYWOOD SUBSTRATE I LAYER OF S.A.S.M. OVER BLDG PAPER TYP. EXTERIOR WALL ASSEMBLY EXTERIOR CEMENT PLASTER CONTROL JOINT 1-1/2"=11-0" AIR Sc WEATHER BARRIER, TYP. EXTERIOR CEMENT PLASTER W/LATH WALL ASSEMBLY PER SCHEDULE 12" STRIP FLASHING MEMBRANE AT OUTSIDE CORNER CORNER AID, TYP. EXTERIOR CEMENT PLASTER - OUTSIDE CORNER 3"=1'-0" PLAN AIR & WEATHER BARRIER, TYP. EXTERIOR CEMENT PLASTER W/LATH WALL ASSEMBLY PER SCHEDULE CORNER JOINT 12" STRIP FLASHING MEMBRANE AT INSIDE CORNER, TYP. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed' to be a permit For, or and approval of any violation bf'the previsions of Btu Building -Codes A PENDING FINAL FIELD INSPECTION REVIEWED BY DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ARC C-10527 -< u) RENEWAL DATE Q T 6-30-19 01-- , 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: WALL A10.2B 1 EXTERIOR CEMENT PLASTER - INSIDE CORNER 3"=1'-0" PLAN a c z a a a K a a a a a a K I a a� d DOUBLE WRAP W.R.B. AROUND CORNER 16" MIN., BOTH SIDES 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER EXTERIOR CEMENT PLASTER W/LATH LAP LATH AROUND CORNER TO FRAMING, 16" MIN. MANUF. STONE VENEER MORTAR SETTING BED MORTAR SCRATCH COAT, SEE NOTE E LATH, SEE NOTE F W.R.B., SEE NOTE A-1 WALL ASSEMBLY PER SCHEDULE STONE & CEMENT PLASTER - INSIDE CORNER 3 =1-0 PLAN 41 1 /i a a EXTERIOR CEMENT PLASTER W/ LATH W.R.B., SEE NOTE A-1 2 LAYERS 60—MINUTE GRADE "D" BUILDING PAPER. 0/AWB, LAP MIN. 6" VERTICALLY Sc 2" HORIZONTALLY WALL ASSEMBLY PER SCHEDULE S.A.S.M., LAP 0/J—MOLD REGLET, SEE NOTE A-3, SEAL LEADING EDGE S.A.S.M., LAP 0/G.S.M. FLASHING, SEE NOTE A-3, SEAL LEADING EDGE J—MOLD W/ WEEP G.S.M. TOP OF WALL FLASHING, SEE NOTE A-2 BEDDING SEAL UNDER G.S.M., SEE NOTE C J—MOLD OVER W.R.B. MANUF. STONE VENEER MORTAR SETTING BED MORTAR SCRATCH COAT, SEE NOTE D LATH, SEE NOTE E W.R.B., SEE NOTE A-1 STONE AT EXTERIOR CEMENT PLASTER 3"=1'-0" SECTION EXTERIOR CEMENT PLASTER W/LATH W.R.B., SEE NOTE A-1 2 LAYERS 60—MINUTE GRADE "D" BUILDING PAPER. 0/AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY WALL ASSEMBLY PER SCHEDULE S.A.S.M., LAP OVER J—MOLD REGLET, SEE NOTE A-3, SEAL LEADING EDGE S.A.S.M., LAP OVER G.S.M. FLASHING, SEE NOTE A-3, SEAL LEADING EDGE SEALANT AND BACKER ROD AT JOINT, TYP, MTL. REVEAL J—MOLD OVER W.R.B. MANUF. STONE VENEER MORTAR SETTING BED MORTAR SCRATCH COAT, SEE NOTE D NO MORTAR JOINT (DRY STACK) LATH, SEE NOTE E W.R.B., SEE NOTE A-1 S--ET \OTES FOR VA\,,FACTURES STO\E V- \=ER WALL DETAILS APPLICATION OF CORONADO STONE MATERIAL TO COMPLY WITH ICC—ES EVALUATION REPORT ESR-2598, CBC CHAPTER 14 AND MANUFACTURER RECOMMENDATIONS. A-1 W.R.B. = WEATHER —RESISTANT BARRIER (A.K.A. WATER—RESISTANT BARRIER/AIR Sc WEATHER BARRIER). THE MINIMUM REQUIREMENTS MUST MEET APPLICABLE BUILDING CODE REGULATIONS. PROVIDE MINIMUM 6—INCH VERTICAL LAPS AND 3—INCH HORIZONTAL LAPS (PREFERRED) PER NFPA 5000 ( 2—INCH MINIMUM HORIZONTAL LAP PER IBC & IRC). CHECK WITH LOCAL CODE AUTHORITY TO VERIFY REQUIREMENTS FOR W.R.B. AT SPECIFIC PROJECTS. W.R.B. OVER WOOD FRAMING: 2013 CBC SECTION 1405.7 REQUIRES (2) LAYERS NO. 15 ASPHALT FELT PER ASTM D 226, TYPE 1 OR OTHER APPROVED MATERIAL. (2) LAYERS OF GRADE D BUILDING PAPER ARE REQUIRED FOR STUCCO APPLICATIONS OVER WOOD —BASED SHEATHING IN 2010 CBC SECTION 2510.6. GENERALLY, 2 LAYERS OF GRADE D, 60 MINUTE BUILDING PAPER PROVIDE BETTER PERFORMANCE THAN 1 LAYER. (1) LAYER OF BUILDING PAPER IS PERMITTED PER INTERNATIONAL CODE COUNCIL (ICC) EVALUATION REPORT ESR-2598 FOR CORONADO STONE WALL APPLICATIONS. W.R.B. OVER CMU / CONCRETE: GENERALLY A W.R.B. IS NOT REQUIRED FOR THE MORTAR SETTING BASE COAT OVER A SUBSTRATE OF CMU OR CONCRETE. HOWEVER, IF THERE IS HABITABLE SPACE TO THE INTERIOR, THEN CONSIDERATION FOR WATER MANAGEMENT SHOULD BE MADE WHICH MAY INCLUDE A W.R.B. WHEN A W.R.B. IS USED OVER A CMU/CONCRETE SUBSTRATE IHE FASTENERS AND INTEGRATION WITH FLASHING, DRIPS AND SCREEDS MAY REQUIRE SPECIAL DETAILING CONSIDERATION, INCLUDING THE USE OF A MECHANICALLY ATTACHED LATH. A-2 G.S.M. = GALVANIZED SHEET METAL. THIS USUALLY REFERS TO FLASHINGS THAT ARE FABRICATED WITH 24 GAGE MINIMUM THICKNESS. THE SHEET METAL IS COATED WITH A G90 (PREFERRED) OR G60 (MINIMUM) GALVANIZING. G.S.M. FLASHINGS SHOULD BE MECHANICALLY FASTENED AND SOLDERED WATERTIGHT (PREFERRED METHOD). OR, AT A MINIMUM, THE SHEET METAL MAY BE LAPPED AND SEALED WITH A BUTYL OR POLYURETHANE SEALANT. NAIL OR SCREW FASTENERS FOR G.S.M. FLASHINGS MUST BE CORROSION —RESISTANT AND PENETRATE TO WALL FRAMING/BLOCKING. A-3 S.A.S.M. = SELF —ADHERING SHEET MEMBRANE. THIS REFERS TO PEEL —AND —STICK TYPE MEMBRANE FLASHINGS. A 40 MIL THICKNESS IS PREFERRED, EXCEPT WHERE MULTIPLE LAYERS LAP, THEN A 25 MIL THICKNESS MAY BE CONSIDERED. INSTALL SHINGLE —FASHION WITH SAF—TO—SAF LAPS OF 3 INCHES MINIMUM. ALL EDGES AND SEAMS MUST BE ROLLED FLAT AND TIGHT WITH A 1 TO 2—INCH WIDE SOLID HAND ROLLER. INTEGRATE SAF WITH FLASHINGS AND W.R.B. LAPPED IN SHINGLE —FASHION. 3— 1 FOUNDATION WEEP SCREED. PROVIDE A MEANS TO WEEP WATER BEHIND THE MANUFACTURED STONE AT THE BOTTOM OF FRAMED WALL WITH THE MORTAR SETTING BED. A WEEP SCREED IS A BUILDING CODE REQUIREMENT WITH CEMENT PLASTER OVER WOOD FRAMED WALLS. USE A # 7 OR # 36 TYPE SCREED WITH A 3-1/2—INCH VERTICAL LEG. ADJUST THE GROUND DEPTH FOR THE THICKNESS OF THE SCRATCH COAT AND MORTAR SETTING BED. 3-2 WATERTABLE FLASHING. PROVIDE A G.S.M. FLASHING OVER THE TOP OF WATERTABLES AND WAINSCOTS WHEN ADDITIONAL WALL CLADDING OCCURS ABOVE, INCLUDING ADDITIONAL COURSES OF MANUFACTURED STONE. THE FLASHING SHOULD EXTEND ON TO THE WATERTABLE/WAINSCOT CORONADO STONE 1 /2 IN. MINIMUM. THE OUTER EDGE OF THE FLASHING SHOULD HAVE A HEMMED EDGE FOR STIFFNESS AND TO PROTECT A RAW SHEET METAL EDGE FROM RUSTING. 3-3 SOFFIT EDGE DRIP. THE BOTTOMS OF VERTICAL WALLS AT SOFFIT EDGES INCLUDING RECESSED WINDOW HEADS MUST HAVE AN EDGE DRIP. OR, A MEANS TO PREVENT WATER FROM SEEPING BACK HORIZONTALLY INTO THE SOFFIT OR HEAD RECESS MUST BE PROVIDED. A DRIP SCREED CAN BE USED WHERE A CEMENT PLASTER BASE COAT WILL BE APPLIED TO THE VERTICAL WALL AND TO THE HORIZONTAL PORTION OF THE SOFFIT/ WALL HEAD RECESS. C BEDDING SEAL UNDER G.S.M. FLASHING. THE OBJECTIVE OF THE BEDDING SEAL IS TO LIMIT WATER AND AIR INFILTRATION. THE 3 OPTIONS ARE: A. A GENERIC WEATHERSEAL TAPE WITH ADHESIVE TO KEEP IN PLACE. B. POLYURETHANE SEALANT ASTM C-920, TYPE S, GRADE NS, CLASS 25; ASTM C-719 C. MORTAR FILLER INTO VOIDS AND BETWEEN STONES. D SCRATCH COAT. BASE COAT OF MORTAR CONSISTING OF CEMENT PLASTER SHALL COVER THE LATH AND BE A MINIMUM Y2" THICK. A Y2" — 3/4" MORTAR SETTING BED IS APPLIED AFTER THE SCRATCH COAT IS ALLOWED TO CURE FOR 48 HOURS MIN. SEE CORONADO MANUFACTURED STONE MATERIAL REQUIREMENTS. E LATH. A SELF —FURRING METAL LATH OR WOVEN WIRE MESH TO BE INSTALLED OVER THE W.R.B. THE LATH MUST BE FURRED Y4" FROM SUBSTRATE AND OVERLAPPED A MIN. 1". F WINDOW PERIMETER SEALANT. A PERIMETER SEALANT JOINT IS RECOMMENDED BETWEEN THE TERMINATION OF THE PLASTER BASE COAT AND VINYL WINDOW/DOOR FRAMES. IT MAY ALSO BE NECESSARY BETWEEN SOME WOOD WINDOW/DOOR FRAMES WHEN THERE IS NO EXTERIOR TRIM COVERING THE JOINT. THE EXPOSED EXTERIOR SEALANT NEEDS TO ADHERE TO THE PLASTER TERMINATION AND FRAME. THE SEALANT SELECTION SHOULD BE CONFIRMED WITH THE SEALANT OR WINDOW/DOOR MANUFACTURER. STONE AT EXTERIOR CEMENT PLASTER 0 STONE AT INSIDE CORNER 3"=1'-0" PLAN 3"=1'-0° PLAN 12" STRIP FLASHING MEMBRANE AT INTERIOR CORNER 2 LAYERS 60—MINUTE GRADE "D" BUILDING PAPER. 0/AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY MANUF. STONE VENEER MORTAR SETTING BED MORTAR SCRATCH COAT, SEE NOTE D LATH, SEE NOTE E W.R.B., SEE NOTE A-1 WALL ASSEMBLY PER SCHEDULE 1 REVIrwrn FOR CODE COMPLIANCE OCT 30 2011 BUREAU ytloi4 NORTH AMERICA, INC. STONE AT OUTSIDE CORNER 3"=1'-0° PLAN 2 LAYERS 60—MINUTE GRADE "D" BUILDING PAPER. 0/AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY WALL ASSEMBLY PER SCHEDULE W.R.B., SEE NOTE A-1 LATH, SEE NOTE E, LAP LATH AROUND CORNER TO FRAMING 16" MIN. MORTAR SCRATCH COAT, SEE NOTE D MORTAR SETTING BED 0/LATICRETE 9235, TYP. MANUF. STONE VENEER. GC TO ALTERNATE CORNER PIECE LENGTHS PER MANUFACTURER. 12" STRIP FLASHING MEMBRANE AT EXTERIOR CORNER W/ BLDG. SLIP SHEET REVIEWED BURLINGAME BLDG DE"PIJI,RTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE___ NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: STONE A10.3 1 HEAD @ EXTERIOR WALL 3"=1'-0" WOOD L 14 A ° as ° a A N WALL ASSEMBLY PER SCHEDULE 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY SASM SEAL LEADING EDGE, TYP. FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 SASM OVER REGLET SASM WRAP OPENING OUTSIDE CORNER REGLET, PROVIDE PERFORATIONS TO WEEP; TYP. SEALANT JOINT, TYP. SEALANT OVER BACKER ROD FORMED FILLET SEAL LINE OF WALL BEYOND DOOR PER SCHEDULE NOTE: SEE 6/A10.2a FOR ADDITIONAL WATERPROOFING NOTES HOLLOW METAL DOOR HOLLOW METAL FRAME BEYOND CONCRETE FLATWORK AT EXTERIOR SIDEWALK G.S.M. PAN FLASHING, SET IN SEALANT PER 2/- ALUMINUM DOOR THRESHOLD, SET IN SEALANT PER 2/- LAP G.S.M. FLASHING OVER WATERPROOFING MEMBRANE, CONTINUE BENEATH PAN FLASHING CONTINUOUS EXPANSION JOINT; PROVIDE SEALANT AT TOP, TYP. CONCRETE MAT SLAB; SEE STRUCTURAL DRAWINGS 1 HEAD @ EXTERIOR WALL 3"=1'-O" STONE N THRESHOLD AT EXTERIOR WALL 4 n HEAD @ EXTERIOR WALL 3"=1'-0" I ki 3"=1'-O" CEMENT PLASTER MN DOOR PER SCHEDULE FINISH FLOORING PER PLANS DOOR SHOE: REMKO 234AV OR APPROVED EQUAL REQ'D AT ALL UNIT ENTRY DOORS ADA COMPLIANT SOLID WOOD THRESHOLD SEE NAILER COUNTERSINK ALL FASTNERS, HEADS TO BE FLUSH W/ T.O. THRESHOLD FLOOR FRAMING, S.S.D. THRESHOLD AT RATED WALL 3"=1'-O" (CONTINUOUS FLOORING) Gz. C ° ° 4 A ° °G L\ ° n HOLLOW METAL DOOR HOLLOW METAL FRAME BEYOND CONCRETE MAT SLAB; SEE STRUCTURAL DRAWINGS ** PROVIDE SMOKE SEAL HARDWARE AS REQUIRED AT RATED DOORS D N oh HEAD @ CONCRETE WALL 3"=1'-0" CEMENT PLASTER FOR STONE DETAILS SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/WRB (PERM -A -BARRIER VPS), LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A10.7 S.A.S.M. WRAP AT OPENING S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE G.S.M. FLASHING W/ DRIP EDGE 1/2" P.T. PLYWOOD SUBSTRATE & STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT AND BACKER ROD AT JOINT, TYP. LINE OF WALL BEYOND DOOR PER SCHEDULE 2 LAYERS OF 60-MINUTE GRADE 'D' BUILDING PAPER LAP 0/WEEP SCREED WALL ASSEMBLY PER SCHEDULE EXTERIOR CEMENT PLASTER W/ LATH FOR FLASHING AND WATERPROOFING REQ'S SEE SHEET A10.6 & A10.7 HEAD FRAMING, S.S.D. J-MOLD W/ WEEP, TYP. G.S.M. FLASHING W/ DRIP EDGE CAULK JOINT DOOR PER SCHEDULE METAL FRAME EXTEND GYP. BD. MIN. 1/2" INTO H.M. FRAME 2 LAYERS OF 60-MINUTE GRADE 'D' BUILDING PAPER LAP 0/WEEP SCREED WALL ASSEMBLY PER SCHEDULE EXTERIOR CEMENT PLASTER W/ LATH FOR FLASHING AND WATERPROOFING REQ'S SEE SHEET A10.6 Sc A10.7 J MOLD W/ WEEP, TYP. G.S.M. FLASHING W/ DRIP EDGE CAULK JOINT METAL FRAME 14GA. STL. "Z" CLIP, WELD 3 TO FRAME PER SIDE. ATTACH W/ANCHOR BOLT TO CONCRETE WALL DOOR PER SCHEDULE 2 LAYERS OF 60-MINUTE GRADE 'D' BUILDING PAPER LAP 0/WEEP SCREED WALL ASSEMBLY PER SCHEDULE MANUFACTURED STONE VENEER, SEE SHEET A10.3 FOR FLASHING AND WATERPROOFING REQ'S SEE SHEET A10.6 & A10.7 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE J MOLD W/ WEEP, TYP. G.S.M. FLASHING W/ DRIP EDGE SEALANT 0/BACKER ROD CAULK JOINT METAL FRAME 14GA. STL. "Z" CLIP, WELD 3 TO FRAME PER SIDE. ATTACH W/ANCHOR BOLT TO CONCRETE WALL DOOR PER SCHEDULE z N N D z J HEAD @ CONCRETE WALL 3"=1'-0" HEAD @ 2 HR. WALL 3"=1'-0" CONCRETE PER WALL SCHEDULE; S.S.D. VERTICAL AND HORIZONTAL REINFORCING BARS; SEE STRUCTURAL DRAWINGS FRAME TO BE FLUSH WITH FACE OF CONCRETE HOLLOW METAL FRAME 14GA. STL. "Z" CLIP, WELD 3 TO FRAME PER SIDE. ATTACH W/ANCHOR BOLT TO CONCRETE WALL DOOR PER SCHEDULE WALL ASSEMBLY PER SCHEDULE HEAD / JAMB FRAMING, S.S.D. EXTEND GYP. BD. MIN. 1/2" INTO H.M. FRAME METAL FRAME 14GA. STL. "Z" CLIP, WELD 3 TO FRAME PER SIDE. ATTACH W/ MTL. SCREW TO STUD. DOOR PER SCHEDULE WALL ASSEMBLY PER SCHEDULE 1 LAYER TYPE "X" GYP. BD. EA. SIDE FRAMING PER TYPE; SEE FLOOR PLANS AND STRUCTURAL DWGS FOR SIZES EXTEND GYP. BD. MINY2" INTO H.M. FRAME HOLLOW METAL FRAME 14GA. STL. "Z" CLIP, WELD 3 TO FRAME PER SIDE. ATTACH W/ MTL. SCREW TO STUD. DOOR PER SCHEDULE WALL PER SCHEDULE METAL STUD WALL FRAMING INSTALL S.A.S.M. UNDER PAN FLASHING AT ALL LOCATIONS, PROVIDE MIN. 3" EXPOSED TAILS TO TIE INTO JAMB & WALL MEMBERS, TYP. ONE-PIECE PAN FLASHING. SOLDER OR WELD ALL JOINTS. SET PAN FLASHING IN 3 CONTINUOUS BEADS OF SEALANT/ CONTINUE BEADS UP WALL SIX INCHES EITHER SIDE. CRI AT BOTTOM FOR DRIP PAN FLASHING AT EXTERIOR DOOR 3 =1-0 STRIP IN W/SASM, CONTINUE UP JAMP CONTINUOUS SEALANT CANT AT JOINT BETWEEN THRESHOLD AND PAN FLASHING SET THRESHOLD FLASHING IN 3 CONTINUOUS BEADS OF SEALANT, HOWEVER LEAVE GAP AT CENTER TO ALLOW TRAPPED WATER TO ESCAPE. ME DOOR THRESHOLD TOPPING SLAB OR PAVERS PAN FLASHING AT EXTERIOR DOOR 3"=1'-0" OCT 3 0 2017 BUREAU VERITAS NORTH AMERICA, I JAMB OF DOOR ASSEMBLY (DOOR LEAF NOT SHOWN). INSTALL SIM TO WINDOW SEQUENCE SHEET A9.4 NOTE: WATERPROOFING AT JAMB AND BOTTOM OF WALL NOT SHOWN FOR CLARITY CONTINUOUS SEALANT CANT AT JOINT BETWEEN JAMB AND THRESHOLD REVIEWED 8URLINGAME BLDG DEPARTMENT �. his plan check shall not be strued to be a.pern,t For, or and apprmallot any violation of the<prewieinns of Burlingame BuiledrigCodes APPROVAL PENOING FINAL FIELD INSPECTION C. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners U u.1 c� z J ca 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: BUILDING DOORS A10.4 THRESHOLD AT SLAB 3"=1'-O" (CONTINUOUS FLOORING) HEAD @ CONCRETE WALL 3"=1'-O" STONE HEAD @ 1 HR. WALL 3"=1'-0" (NR WALL SIM.) 1 PAN FLASHING AT EXTERIOR 'Job/OWED BY DATE 3"=1'-0" BLOCKING DOOR STOP WALL ASSEMBLY PER SCHEDULE 1 LAYERS TYPE "X" GYP. BD. EA. SIDE OPENING FRAMING; S.S.D. L—J JAMB @ UNIT DOOR (INTERIOR BARN DOOR) 3"=1'-0" WALL ASSEMBLY PER SCHEDULE OPENING FRAMING; S.S.D. HEAD @ UNIT DOOR (INTERIOR BARN DOOR) 16 15 13 7 ire -ram �� HEAD @ SLIDER DOOR 3"=1'-0" WALL ASSEMBLY PER SCHEDULE 1 LAYERS TYPE "X" GYP. BD. EA. SIDE HEAD FRAMING, S.S.D. WOOD TRIM, TYP. © BOTH SIDES DOOR PER SCHEDULE WALL ASSEMBLY PER SCHEDULE 1 LAYERS TYPE "X" GYP. BD. EA. SIDE HEAD FRAMING, S.S.D. WOOD TRIM, TYP. @ BOTH SIDES DOOR PER SCHEDULE HEAD @ UNIT DOOR (BI-FOLD & POCKET) 3"=1'-0" WALL ASSEMBLY PER SCHEDULE 1 LAYERS TYPE "X" GYP. BD. EA. SIDE HEAD FRAMING, S.S.D. WOOD TRIM, TYP. @ BOTH SIDES ii i 1 cc JAMB @ UNIT DOOR (BI-FOLD, POCKET & SLIDER) n HEAD AT EXTERIOR WALL (JAMB SIM.) 3"=1'-0" ki 3"=1'-0" CEMENT PLASTER EXTERIOR CEMENT PLASTER W/LATH WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60—MINUTE GRADE 'D' BLDG. PAPER, LAP 0/ DRIP SCREED S.A.S.M. 0/G.S.M. FLASHING & DRIP SCREED, SEAL LEADING EDGE HEAD FRAMING, S.S.D. S.A.S.M. WRAP AT OPENING, SEAL LEADING EDGE FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A10.7 1 /2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY DRIP SCREED/CORNER KEY FURR OUT AREA WITH STYROFOAM TRIM PIECE G.S.M. FLASHING W/ DRIP EDGE (HEAD LOCATIONS ONLY) SEALANT AND BACKER ROD AT JOINT, TYP. LINE OF WALL BEYOND DOOR PER SCHEDULE 2X4 P.T. WOOD NAILER GYP. BD. FINISH AT INTERIOR HEAD WALL ASSEMBLY PER SCHEDULE 1 LAYERS TYPE "X" GYP. BD. EA. SIDE WOOD TRIM, TYP. @ BOTH SIDES DOOR PER SCHEDULE JAMB @ UNIT DOOR (POCKET) ci THRESHOLD AT UNIT DECK 167 3"=1'-0" NOTE: SEE 5/A10.2a FOR ADDITIONAL WATERPROOFING NOTES DOOR PER SCHEDULE LINE OF WALL BEYOND ALUMINUM DOOR THRESHOLD, SET IN SEALANT G.S.M. PAN FLASHING, SET IN CONT. BEADS OF SEALANT AS SHOWN 0/W.P. MEMBRANE PAVING LAP W.P. MEMBRANE 0/SHEATHING & FRAMING, WRAP UP WD. NAILER CONTINUOUS EXPANSION JOINT; PROVIDE SEALANT AT TOP, TYP. LIQUID CANT FLOOR ASSEMBLY; SEE SCHEDULE DOOR PER SCHEDULE CARPET ALUM. THRESHOLD CERAMIC TILE 0/THINSET MORTAR BED THRESHOLD AT UNIT 3"=1'-0" (CARPET TO TILE TRANSITION) N FLOOR ASSEMBLY; SEE SCHEDULE DOOR PER SCHEDULE WOOD FLOORING ALUM. THRESHOLD CERAMIC TILE 0/THINSET MORTAR BED 7 THRESHOLD AT UNIT 3"=1'-0" (HARDWOOD TO TILE TRANSITION) N ETT1 II IJ:[l. - . '.I:I'IJJJ:I'I:I:Ct1T1 FLOOR ASSEMBLY; SEE SCHEDULE DOOR PER SCHEDULE WOOD FLOORING ALUM. THRESHOLD CARPET THRESHOLD AT UNIT 3"=1'-0" (CARPET TO HARDWOOD TRANSITION) FLOOR ASSEMBLY; SEE SCHEDULE DOOR PER SCHEDULE CONTINUOUS FLOORING THRESHOLD AT UNIT 3"=1'-0" (CONTINUOUS FLOORING) 1 LOICO WALL ASSEMBLY PER SCHEDULE HEAD FRAMING, S.S.D. WOOD TRIM, TYP. @ BOTH SIDES 1X WOOD FRAME WOOD DOOR STOP DOOR PER SCHEDULE HEAD @ INTERIOR UNIT DOOR 3"=1'-0" HEAD @ UNIT ENTRY 3"=1'-0" THRESHOLD @ UNIT ENTRY **PROVIDE SOUND ATTENUATION AT ALL CORRIDOR DOORS PER DETAIL 4/A11.4 WALL ASSEMBLY PER SCHEDULE 1/2" RESILIENT CHANNEL 2 LAYERS TYPE "X" GYP. BD. HEAD FRAMING, S.S.D. EXTEND GYP. BD. MINY2" INTO H.M. FRAME FRAME PER SCHEDULE 14GA. STL. "Z" CLIP, WELD 3 TO FRAME PER SIDE. ATTACH W/ MTL. SCREW TO STUD. SMOKE SEAL DOOR PER SCHEDULE DOOR FRAME BEYOND DOOR PER SCHEDULE FINISH FLOOR; SEE FINISH SCHEDULE DOOR SHOE: REMKO 234AV OR APPROVED EQUAL REQ'D AT ALL UNIT ENTRY DOORS ADA COMPLIANT ALUM. THRESHOLD; SEE CORRIDOR FLOOR ASSEMBLY; SEE SCHEDULE COUNTERSINK ALL FASTNERS, HEADS TO BE FLUSH W/ T.O. THRESHOLD 3/8" PERIMETER ISOLATION BOARD EACH SIDE OF NAILER, TYP. REVIEWED ottPi tt-bLDGDEf AN1MLNI NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ W Lou � Q � (m) Y u1 O Q co 0 (3)vq- z � J C-37). T- CO 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: UNIT DOORS A10.5 3"=1'-0" 3"=1'-0" 3"=1'-0" This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE I. X WOOD SLATS, STAIN, 0/ WOOD RAINSCREEN FURRING (3/8" MIN.) WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE HEAD FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE S.A.S.M. WRAP AT OPENING 1/2"MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY G.S.M. FLASHING W/ DRIP EDGE SEALANT JOINT, TYP. 12 GAUGE METAL; PAINT TO MATCH WINDOW SEALANT 0/BACKER ROD WINDOW PER SCHEDULE 16 % 3„ HEAD DETAIL 2X4 WOOD NAILER GYP. BD. FINISH AT INTERIOR JAMB 3"=1'-0" WOOD SLAT II 15 J JAMB DETAIL WOOD SLATS, STAIN, 0/ WOOD RAINSCREEN FURRING (3/8" MIN.) WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE HEAD FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY 12 GAUGE METAL; PAINT TO MATCH WINDOW SEALANT JOINT, TYP. 12 GAUGE METAL; PAINT TO MATCH WINDOW SEALANT 0/BACKER ROD WINDOW PER SCHEDULE 2X4 WOOD NAILER GYP. BD. FINISH AT INTERIOR JAMB 3"1'-0" WOOD SLAT 3" Ih 0 SET 1 "x2" WIDEx 1 /8" THICK SHORE -A 75 NEOPRENE SPACER IN URETHANE SEALANT TO FULLY SEAL TO PAN FLASHING & WINDOW NAILING FLANGE. SPACERS @ 8" O.C. ON PAN FLASHING BELOW & FASTEN WINDOW FLANGE & WOOD TRIM THRU SPACERS II SILL DETAIL I all 3"=1'-O" WOOD SLAT 3/4" MDF SILL WITH 3/4"X3" MDF APRON, TYP. 2X4 WOOD NAILER SEAL BTWN. PAN & WINDOW, AIR TIGHT END DAM/SADDLE BEYOND WINDOW PER SCHEDULE SEALANT 0/BACKER ROD FILLER BLOCKING, PRE -PRIMED AND PTD. TO MATCH WINDOW FINISH. CASING BEAD G.S.M. PAN FLASHING W/DRIP EDGE SET IN CONT. SEALANT BEADS AS SHOWN. EXPOSED FLASHING TO BE PTD. TO MATCH SURROUNDING FINISH. J-MOLD REGLET S.A.S.M. UNDER PLAN FLASHING & LAP 0/BLDG. PAPER SLOPE TOP OF PLATE TO ALLOW FOR 1:12 SILL DRAINAGE 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 WOOD SLATS, STAIN, 0/ WOOD RAINSCREEN FURRING (3/8" MIN.) WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER II Jr 3" HEAD DETAIL 3 -1-0 STONE \ J MANUFACTURED STONE VENEER, SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE HEAD FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE J MOLD REGLET, TYP. S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY G.S.M. FLASHING W/ DRIP EDGE 1/2" P.T. PLYWOOD SUBSTRATE STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT 0/BACKER ROD WINDOW PER SCHEDULE 2X4 WOOD NAILER GYP. BD. FINISH AT INTERIOR JAMB MANUFACTURED STONE VENEER, SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE JAMB FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE J MOLD REGLET, TYP. S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY G.S.M. FLASHING W/ DRIP EDGE \ ` 1/2" P.T. PLYWOOD SUBSTRATE STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT 0/BACKER ROD WINDOW PER SCHEDULE Jr 3" of JAMB DETAIL 3"=1'-0" STONE 11 3" SILL DETAIL 3"=1'-0" STONE 2X4 WOOD NAILER GYP. BD. FINISH AT INTERIOR JAMB SET 1"x2" WIDEx1/8" THICK SHORE -A 75 NEOPRENE SPACER IN URETHANE SEALANT TO FULLY SEAL TO PAN FLASHING & WINDOW NAILING FLANGE. SPACERS ® 8" O.C. ON PAN FLASHING BELOW & FASTEN WINDOW FLANGE & WOOD TRIM THRU SPACERS 3/4" MDF SILL WITH 3/4"X3" MDF APRON, TYP. 2X4 WOOD NAILER SEAL BTWN. PAN & WINDOW, AIR TIGHT END DAM/SADDLE BEYOND WINDOW PER SCHEDULE SEALANT 0/BACKER ROD 1/2" P.T. PLYWOOD SUBSTRATE STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT W/ WEEP HOLES G.S.M. PAN FLASHING W/DRIP EDGE SET IN CONT. SEALANT BEADS AS SHOWN. EXPOSED FLASHING TO BE PTD. TO MATCH SURROUNDING FINISH. J MOLD REGLET S.A.S.M. UNDER PLAN FLASHING & LAP 0/BLDG. PAPER CASING BEAD SLOPE TOP OF PLATE TO ALLOW FOR 1:12 SILL DRAINAGE 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 MANUFACTURED STONE VENEER, SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER / l HEAD DETAIL 3 =1-o METAL PANEL METAL PANEL WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 HEAD FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE PANEL CLIP PER MANUF. SEALANT 0/BACKER ROD 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY WINDOW HEAD TRIM PROFILE BY METAL PANEL MFR; TYP. S.A.S.M. WRAP AT OPENING G.S.M. FLASHING W/ DRIP EDGE SEALANT 0/BACKER ROD WINDOW PER SCHEDULE 2X4 WOOD NAILER GYP. BD. FINISH AT INT. HEAD METAL PANEL WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 HEAD FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE PANEL CLIP PER MANUF. SEALANT 0/BACKER ROD 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY WINDOW JAMB TRIM PROFILE BY METAL PANEL MFR; TYP. S.A.S.M. WRAP AT OPENING G.S.M. FLASHING W/ DRIP EDGE SEALANT 0/BACKER ROD WINDOW PER SCHEDULE 2X4 WOOD NAILER GYP. BD. FINISH AT INT. HEAD i MN EXTERIOR CEMENT PLASTER W/LATH WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE HEAD FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY FURR OUT AREA WITH STYROFOAM TRIM PIECE G.S.M. FLASHING W/ DRIP EDGE G.S.M. FLASHING SEALANT 0/BACKER ROD 3" �r 7 HEAD DETAIL 3 =1-0 CEMENT PLASTER JAMB DETAIL JAMB DETAIL 3"=1'-O" METAL PANEL V 3"=1'-O" CEMENT PLASTER 3" 0 SET 1"x2" WIDEx 1 /8" THICK SHORE -A 75 NEOPRENE SPACER IN URETHANE SEALANT TO FULLY SEAL TO PAN FLASHING & WINDOW NAILING FLANGE. SPACERS © 8" 0.C. ON PAN FLASHING BELOW & FASTEN WINDOW FLANGE & WOOD TRIM THRU SPACERS 1/2" I 3/4" MDF SILL WITH 3/4"X3" MDF APRON, TYP. 2X4 WOOD NAILER SEAL BTWN. PAN & WINDOW, AIR TIGHT END DAM/SADDLE BEYOND WINDOW PER SCHEDULE E 1:12 I 1' II II III II SILL DETAIL 3"=1'-0" METAL PANEL SEALANT 0/BACKER ROD FILLER BLOCKING, PRE -PRIMED AND PTD. TO MATCH WINDOW FINISH. CASING BEAD G.S.M. PAN FLASHING W/DRIP EDGE SET IN CONT. SEALANT BEADS AS 1/2" SHOWN. EXPOSED FLASHING TO BE PTD. TO MATCH SURROUNDING FINISH. S.A.S.M. UNDER PLAN FLASHING & LAP 0/BLDG. PAPER SLOPE TOP OF PLATE TO ALLOW FOR 1:12 SILL DRAINAGE 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 METAL PANEL WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER 3" WINDOW PER SCHEDULE 2X4 WOOD NAILER GYP. BD. FINISH AT INT. HEAD EXTERIOR CEMENT PLASTER W/LATH WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE JAMB FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE J MOLD REGLET, TYP. S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY G.S.M. FLASHING W/ DRIP EDGE SEALANT 0/BACKER ROD WINDOW PER SCHEDULE 2X4 WOOD NAILER GYP. BD. FINISH AT INT. JAMB OSET 1"x2" WIDEx1/8" THICK SHORE -A 75 NEOPRENE SPACER IN URETHANE SEALANT TO FULLY SEAL TO PAN FLASHING & WINDOW NAILING FLANGE. SPACERS 0 8" 0.C. ON PAN FLASHING BELOW & FASTEN WINDOW FLANGE & WOOD TRIM THRU SPACERS SILL DETAIL 3"=1'-O" CEMENT PLASTER 3/4" MDF SILL WITH 3/4"X3" MDF APRON, TYP. 2X4 WOOD NAILER SEAL BTWN. PAN & WINDOW, AIR TIGHT END DAM/SADDLE BEYOND WINDOW PER SCHEDULE SEALANT 0/BACKER ROD FILLER BLOCKING, PRE -PRIMED AND PTD. TO MATCH WINDOW FINISH. CASING BEAD G.S.M. PAN FLASHING W/DRIP EDGE SET IN CONT. SEALANT BEADS AS SHOWN. EXPOSED FLASHING TO BE PTD. TO MATCH SURROUNDING FINISH. J-MOLD REGLET S.A.S.M. UNDER PLAN FLASHING & LAP 0/BLDG. PAPER SLOPE TOP OF PLATE TO ALLOW FOR 1:12 SILL DRAINAGE 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 EXTERIOR CEMENT PLASTER W/LATH WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER WINDOW NOTES 1. AT WINDOW HEAD, JAMBS AND SILL ALL FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3 INCHES AND WITHIN 10 INCHES FROM CORNER. 2. NAILS TO BE NO MORE THAN 16" ON CENTER. 3. NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW. 4. SEE SHEET A11.6 FOR INSTALLATION SEQUENCE. 5. SEE WALLTYPES FOR WALL ASSEMBLY DETAILS. STOREFRONT WINDOW NOTES 1. FACTORY -SUPPLIED END CLOSURES AT SUB -SILLS ARE TO BE INSTALLED WITH MANUFACTURER'S RECOMMENDED SEALANT. (NO INSTALLER FABRICATED END CLOSURES ARE ALLOWED) 2. SHOP DRAWINGS TO BE PREPARED BY THE WINDOW MANUFACTURER. 3. A CONT. SILL WITH FACTORY PRE -PUNCHED WEEP SLOTS IS PREFERRED, IN ORDER TO FACILITATE WATER MIGRATION AWAY FROM BUILDING ENVELOPE. 4. TOP -LOAD EPDM GLAZING SYSTEMS PREFERRED OVER SID-LOAD GLAZING SYSTEMS FOR IMPROVED WATERPROOFING. 5. EXPOSED FASTENERS ARE PROHIBITED, EXCEPT AT HARDWARE ATTACHMENT WHERE CONCEALMENT IS UNAVOIDABLE. 6. ALL ALUMINUM IN CONTACT WITH CEMENTITIOUS MATERIAL, OR DISSIMILAR METALS, PROTECTED WITH BITUMINOUS PAINT, SELF ADHERED BITUMINOUS MEMBRANE, OR PRE -FORMED SEPARATORS. RURLINGAME REVIEWED REVIFIWFD FOR OCT BUREku vtriiiAS RVIEWED BLDG DEPARTMENT This plan check shall not construed to be a Hermit For, or and approval of violation of the provisions Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION BY DATE / / INTERIOR WALL / FINISH PER CODE COMPLIANCE 3 0 2017 NORTH AMERICA, INC. be any of AT INTERIOR TYP. , FINISH SCHEDULE WINDOW PER SCHEDULE • GYPSUM BOARD EDGE HEAD AND JAMBS, Y r C) z MDF SILL, TYP. 0 r4-) Q MDF APRON, TYP. • TYPICAL WINDOW SILL 3"=1'-0" INTERIOR ELEVATION NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners Li w O C� O (Y) 173. 4q. BURLINGAME, CA 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: WINDOW A10.6A az3 z HEAD DETAIL @ SUNSCREEN 3 -1-0 STONE 4 INN JAMB DETAIL @ SUNSCREEN 3"=1'-0" STONE as SEE DETAIL 13/A10.6A FOR ADDITIONAL NOTES NOT SHOWN HERE G.S.M. FLASHING 1"x9" FLATBAR, SLOPE 1 /4" PER FOOT; PAINT MTL ANGLE; WELD TO FLATBAR SEALANT 0/BACKER ROD WINDOW PER SCHEDULE SEE DETAIL 12/A10.6A FOR ADDITIONAL NOTES NOT SHOWN HERE G.S.M. FLASHING 1 "x9" FLATBAR; PAINT MTL ANGLE; WELD TO FLATBAR SEALANT 0/BACKER ROD SUNSCREEN ABOVE RAILING; SEE A11.9A WINDOW PER SCHEDULE SEE DETAIL 12/A10.6A FOR ADDITIONAL NOTES NOT SHOWN HERE JAMB DETAIL @ RAILING JAMB g-r 3"1'-O" STONE G.S.M. FLASHING 1/4"x6" FLATBAR ALONG LENGTH OF JAMB; PAINT MTL ANGLE; WELD TO FLATBAR FILLER BLOCKING, PRE -PRIMED AND PTD. TO MATCH WINDOW FINISH. SEALANT 0/BACKER ROD SUNSCREEN ABOVE RAILING; SEE A11.9A WINDOW PER SCHEDULE •A/ a H NOTE: FIRE RETARDANT WOOD TO NOT BE IN CONTACT WITH ANY FLASHING OR WINDOW FRAME. WRAP WOOD IN SASM AND/OR BUILDING PAPER. MANUFACTURED STONE VENEER, SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE 2 LAYERS OF 60-MIN. GRADE 'D' BLDG. PAPER, LAP 0/J-MOLD REGLET FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & Al 1.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE METAL FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE J MOLD REGLET, TYP. S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY G.S.M. FLASHING W/ DRIP EDGE 1 /2" P.T. PLYWOOD SUBSTRATE STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT 0/BACKER ROD GYP. BD. FINISH AT INTERIOR JAMB WINDOW PER SCHEDULE HEAD DETAIL (STOREFRONT) 3 -1-0 STONE NOTE: FIRE RETARDANT WOOD TO NOT BE IN CONTACT WITH ANY FLASHING OR WINDOW FRAME. WRAP WOOD IN SASM AND/OR BUILDING PAPER. MANUFACTURED STONE VENEER, SEE SHEET A10.3 WALL ASSEMBLY PER SCHEDULE FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & Al 1.6 S.A.S.M. 0/J-MOLD REGLET, SEAL LEADING EDGE METAL FRAMING, S.S.D. S.A.S.M. 0/G.S.M. FLASHING, SEAL LEADING EDGE J MOLD REGLET, TYP. S.A.S.M. WRAP AT OPENING 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY G.S.M. FLASHING W/ DRIP EDGE 1 /2" P.T. PLYWOOD SUBSTRATE STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT 0/BACKER ROD JAMB DETAIL (STOREFRONT) 3"=1'-0" STONE 1 /2" GYP. BD. FINISH AT INTERIOR JAMB WINDOW PER SCHEDULE NOTE: FIRE RETARDANT WOOD TO NOT BE IN CONTACT WITH ANY FLASHING OR WINDOW FRAME. WRAP WOOD IN SASM AND/OR BUILDING PAPER. SLOPE ;SILL, 1:12 SILL DETAIL (STOREFRONT) 3"=1'-0" STONE WINDOW PER SCHEDULE 3/4" MDF SILL WITH 3/4"X3" MDF APRON, TYP. SEAL BTWN. PAN & WINDOW, AIR TIGHT END DAM/SADDLE BEYOND 2" LONG RETICULATED FOAM BLOCK WEEPS 6" FROM ENDS AND VERTICAL MULLIONS; SEALANT AND BACKER ROD ELSEWHERE CASING BEAD 1 /2" P.T. PLYWOOD SUBSTRATE SET IN CONT. BEADS OF SEALANT AS SHOWN STONE TRIM CUT TO FIT, SEE SHEET A10.3 SEALANT 0/BACKER ROD G.S.M. PAN FLASHING W/DRIP EDGE SET IN CONT. SEALANT BEADS AS SHOWN. EXPOSED FLASHING TO BE PTD. TO MATCH SURROUNDING FINISH. J-MOLD REGLET S.A.S.M. UNDER PLAN FLASHING SLOPE TOP OF PLATE TO ALLOW FOR 1:12 SILL DRAINAGE 1/2" MIN. GAP BETWEEN TRIM AND WINDOW ASSEMBLY METAL FRAMING, S.S.D. FOR FLASHING AND WATERPROOFING REQ'S, SEE SHEET A10.6 & A11.6 WALL ASSEMBLY PER SCHEDULE MANUFACTURED STONE VENEER, SEE SHEET A10.3 REInFo1' r; ,t OCT 3 0 2017 BUREAU VtltWEAS NORTH AMERICA, INC. WINDOW NOTES AT WINDOW HEAD, JAMBS AND SILL ALL FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3 INCHES AND WITHIN 10 INCHES FROM CORNER. 2. NAILS TO BE NO MORE THAN 16" ON CENTER. 3. NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW. 4. SEE SHEET A11.6 FOR INSTALLATION SEQUENCE. 5. SEE WALLTYPES FOR WALL ASSEMBLY DETAILS. STOREFRONT WINDOW NOTES 1. FACTORY -SUPPLIED END CLOSURES AT SUB -SILLS ARE TO BE INSTALLED WITH MANUFACTURER'S RECOMMENDED SEALANT. (NO INSTALLER FABRICATED END CLOSURES ARE ALLOWED) 2. SHOP DRAWINGS TO BE PREPARED BY THE WINDOW MANUFACTURER. 3. A CONT. SILL WITH FACTORY PRE -PUNCHED WEEP SLOTS IS PREFERRED, IN ORDER TO FACILITATE WATER MIGRATION AWAY FROM BUILDING ENVELOPE. 4. TOP -LOAD EPDM GLAZING SYSTEMS PREFERRED OVER SID-LOAD GLAZING SYSTEMS FOR IMPROVED WATERPROOFING. 5. EXPOSED FASTENERS ARE PROHIBITED, EXCEPT AT HARDWARE ATTACHMENT WHERE CONCEALMENT IS UNAVOIDABLE. 6. ALL ALUMINUM IN CONTACT WITH CEMENTITIOUS MATERIAL, OR DISSIMILAR METALS, PROTECTED WITH BITUMINOUS PAINT, SELF ADHERED BITUMINOUS MEMBRANE, OR PRE -FORMED SEPARATORS. TEMPERED GLAZING REQUIREMENTS HAZARDOUS LOCATIONS: THE FOLLOWING LOCATIONS DEFINED AS HAZARDOUS PER 2013 CBC SECTIONS 2406.4 THRU 2406.5 REQUIRE SAFETY/TEMPERED GLAZING MATERIALS. 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: A. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. B. DECORATIVE GLAZING. C. GLAZING MATERIALS USED AS CURVED GLAZED PANELS IN REVOLVING DOORS. D. COMMERCIAL REFRIGERATED CABINET GLAZED DOORS. 2. GLAZING ADJACENT TO DOORS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: A. DECORATIVE GLAZING. B. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GLAZING. C. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION 2406.4.3. D. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION IN ONE- AND TWO-FAMILY DWELLINGS OR WITHIN DWELLING UNITS IN GROUP R-2. 3. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: A. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF; B. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR; C. THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR; AND D. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11 INCHES IN CROSS -SECTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLASS UNITS OR MULTIPLE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLASS IS 25 FT OR MORE ABOVE ANY GRADE, ROOF, WALKING SURFACE OR OTHER HORIZONTAL OR SLOPED (WITHIN 45 DEGREES OF HORIZONTAL) (0.78 RAD) SURFACE ADJACENT TO THE GLASS EXTERIOR. 4. GLAZING IN GUAR IN GUARDS AND f STRUCTURAL BALL NONSTRUCTURAL I OF AREA OR HEIC SURFACE SHALL E HAZARDOUS LOCA 5. GLAZING AND WET WALLS, ENCLOSUF OR FACING HOT T SAUNAS, STEAM F AND INDOOR OR WHERE THE BOTTI GLAZING IS LESS VERTICALLY ABOVE WALKING SURFACE HAZARDOUS LOCA SINGLE GLAZING / GLAZING. EXCEPTION: GLAZI INCHES, MEASURE STRAIGHT LINE, FI A BATHTUB, HOT SWIMMING POOL. 6. GLAZING ADJACEN GLAZING WHERE 1 OF THE GLAZING ABOVE THE PLANE WALKING SURFACE BETWEEN FLIGHTS SHALL BE CONSIC LOCATION. EXCEPTIONS: A. THE SIDE OF RAMP THAT HA THE PROVISION 1607.8, AND T GREATER THAN RAILING. B. GLAZING 36 IN HORIZONTALLY SURFACE. 7. GLAZING ADJACEN LANDING: GLAZING AT THE BOTTOM GLAZING IS LESS THE LANDING ANC HORIZONTALLY OF BE CONSIDERED F EXCEPTION: GLAZI A GUARD COMPLY AND 1607.8 WHE GLASS IS GREATE THE GUARD. 8. FIRE DEPARTMENT DEPARTMENT GLA. BE OF TEMPERED GLASS UNITS, ALL TEMPERED GLASS IS AND RAILINGS: GLAZING AILINGS, INCLUDING STER PANELS AND \FILL PANELS, REGARDLESS -IT ABOVE A WALKING E CONSIDERED A ION. SURFACES: GLAZING IN ES OR FENCES CONTAINING JBS, SPAS, WHIRLPOOLS, JOMS, BATHTUBS, SHOWERS )UTDOOR SWIMMING POOLS IM EXPOSED EDGE OF THE THAN 60 INCHES MEASURED ANY STANDING OR SHALL BE CONSIDERED A ION. THIS SHALL APPLY TO ND ALL PANES IN MULTIPLE IG THAT IS MORE THAN 60 HORIZONTALLY AND IN A OM THE WATER'S EDGE OF rUB, SPA, WHIRLPOOL, OR TO STAIRS AND RAMPS: -1E BOTTOM EXPOSED EDGE S LESS THAN 60 INCHES OF THE ADJACENT OF STAIRWAYS, LANDINGS OF STAIRS, AND RAMPS RED A HAZARDOUS STAIRWAY, LANDING OR A GUARD COMPLYING WITH S OF SECTIONS 1013 AND iE PLANE OF THE GLASS IS 18 INCHES FROM THE :,HES OR MORE MEASURED :ROM THE WALKING TO THE BOTTOM STAIR ADJACENT TO THE LANDING F A STAIRWAY WHERE THE THAN 36 INCHES ABOVE WITHIN 60 INCHES THE BOTTOM TREAD SHALL HAZARDOUS LOCATION. IG THAT IS PROTECTED BY NG WITH SECTIONS 1013 'E THE PLANE OF THE ' THAN 18 INCHES FROM ACCESS PANELS: FIRE S ACCESS PANELS SHALL GLASS. FOR INSULATING PANES SHALL BE Required: Window is perpendicular to door, yet door swings to glazing 24" arc Not required: Window is not within 24" arc Window Window GLAZING ADJACENT TO DOORS Required: Window is not perpendicular and is within 24" arc Not required: Window is perpendicular to door, door does not swing to glazing GLAZING ADJACENT TO STAIRS P. a BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE LAZING ADJACENT TO BOTTOM LANDINGS OF STAIRS NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w w 0 C� !t!: O Ci) 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: WINDOW A10.6B i x N c w 6 w 2X8 TOP CAP SLOPE 1/4"/FT. 3-1/2" X 3-1/2" L CONT. AT TOP 2X8, STAIN; TYP. 4X4 POST CENTER BDS. AT 3" GAP, TYP. MECH. CONDENSER UNI-STRUT SUPPERT, S.M.D. WOOD CURB, SEE 7/- SINGLE-PLY ROOF MEMBRANE ROOF DECK BELOW ** SOLDER ALL GSM JOINTS, TYP. HIGH TEMP. BUTYL SASM & ROSIN -SIZE PAPER UNDER METAL CAP; LAP OVER TOP AND SIDES AS SHOWN & INSTALL 0/AIR & WEATHER BARRIER SLOPED WOOD CAP OVER N COMPLETED WALL ASSEMBLY W/ A.W.B. 0 V) FASTEN ALL CEMENT PLASTER SCREED & ACCESSORIES TO FRAMING MEMBERS BRING W.R.B. UP TO UNDERSIDE OF 1x2 NAILER, TACK BASE LAYER 0/ A.W.B. & LEAVE TOP LAYER LOOSE TILL SCREED IS INSTALLED. INSTALL SCREED, FASTEN, COVER SCREED FLANGE & FASTENERS W/ BUTYL -BASED SASM (4" STRIP), THEN TACK TOP LAYER OF W.R.B. OCER TO PROTECT & ISOLATE BUTYL SASM (TYP.). HEM G' K EXTERIOR PLYWOOD, EA. SIDE; PER S.S.D. 2 LAYERS 60-MINUTE GRADE "D" BUILDING PAPER. 0/AWB, LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY GSM FLANGE; 4" AROUND ALL SIDES, TYP. CEMENT PLASTER, EA. SIDE G.S.M. REGLET AND COUNTER FLASHING, TYP. SEE 1/11.5 FOR SCUPPER SADDLE GSM SCUPPER FLANGE MASTIC r-SINGLE PLY BUILT UP ROOF / ASSEMBLY & ROOF BALLAST r-BASE SHEET FLASHING • X 6" X CANT STRIP EXTERIOR PLYWOOD ROOF SHEATHING; PER S.S.D. 3/4" PLYWOOD; SLOPE TO SCUPPER AT 1/4"/FT. ROOF ASSEMBLY PER STRUCTURAL OVERFLOW ROOF SCUPPER DRAIN @ PARAPET 3" = 1'-0" NEOPRENE PAD MISCELLANEOUS EQUIPMENT SET BOLTS IN SEALANT & SEAL BOLT HEADS SHEET METAL COVER W/ RECEIVER FOR COUNTERFLASHING HIGH -DOMED, CAPPED, GASKETED FASTENERS 18" O.C. DEPENDING UPON WIND ZONE AND LOCAL CONDITIONS S.A.S.M. WOOD CURB SINGLE -PLY ROOF MEMBRANE ADHESIVE PER MANUF. MECH. FASTENER, TYP. HEAT WELDED LAP SINGLE -PLY ROOF MEMBRANE ADHESIVE PER MANUF. TAPERED INSULATION N PARAPET HEAD 20 GA. PAINTED G.S.M. CAP, CLEAT -SUPPORTER ON EXTERIOR SIDE & FASTENED W/ S.S. SCREWS W/ NEOPRENE & S.S. WASHERS @ 12" O.C. ON THE INTERIOR (ROOFING) SIDE. SLOPE CAP 1 /2" TOWARDS ROOF SIDE MIN i" SLOPE OF CAP FROM EXTERIOR (STREET) TO INTERIOR (ROOF) SIDE 3 4" OR 4" LEG, W/ CONT. CLEAT. STAGGER NAIL CLEAT @ NO MORE THAN 8" O.C. TO WOOD CAP/ 1x2 NAILER 6" SASM BEHIND CLADDING ATTACHMENTS, TYP. AIR & WEATHER BARRIER CEMENT PLASTER SHOWN, BOTH SIDES; SEE PLANS FOR OTHER WALLTYPES 1 /2" EXTERIOR PLYWOOD 2 LAYERS GRADE 'D' BUILDING PAPER, EA. SIDE 5/8" TYP. 'X' GYP. BD. 3" = 1'-0" SHOWING CEMENT PLASTER FACADE; SEE WALL SCHEDULE FOR WALL FINISH l 5 3" =1'-0" SHOWING CEMENT PLASTER FACADE; SEE WALL SCHEDULE FOR WALL FINISH TYPICAL PARAPET BASE 1/2" EXTERIOR PLYWOOD 2 LAYERS GRADE 'D' BUILDING PAPER, EA. SIDE CEMENT PLASTER SHOWN, BOTH SIDES; SEE PLANS FOR OTHER WALLTYPES LAP S.A.S.M. 0/WEEP SCREED & G.S.M. FLASHING 5/8" TYP. 'X' GYP. BD. FOR MORE INFORMATION SEE 3/4" EXTERIOR PLYWOOD SHEATHING; SLOPE TO DRAIN STRUCTURE NOT SHOWN; S.S.D. 0 U- z oo CEMENT PLASTER SHOWN, SEE PLANS FOR OTHER WALLTYPES 2 LAYERS OF 60-MINUTE GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING, S.S.D. AIR & WEATHER BARRIER 2 LAYERS OF FOIL -FACE BUTYL S.A.S.M. 1ST TO LAP OVER FLANGE OF REGLET & SEAL TO A.W.B. 2ND TO LAP OVER CEMENT PLASTER WEEP SCREED FLANGE WEEP SCREED SET REGLET OVER A.W.B. & TOP OF P.T. PLY IN BUTYL SEALANT, TOOL OFF EXCESS SEALANT FLUSH W/ S.A.S.M. & ALLOW FOR SNAP -IN COUNTERFLASHING. G.S.M. FLASHING & COUNTERFLASHING 6" STRIP FOIL -FACE S.A.S.M. W/ TOP 1" SET IN COMPATIBLE (BUTYL) SEALANT & LEAVE RELEASE PAPER ON THE S.A.S.M. (BUTYL TYPE ADHESIVE) ON SO IT DOES NOT ADHERE TO ROOFING, FOR FUTURE RE -ROOFING ADHESIVE; 8" VERTICAL RETURN ON WALL PER SINGLE -PLY ROOFING MFR REQ. MECH. FASTENER PROVIDE NAILER & INSULATION HEADER AS REQ. HEAT WELDED LAP "FULLY -ADHERED" SINGLE -PLY ROOFING OVER REQUIRED SUBSTRATE (CHECK W/ ROOFING MFR.) i"/FOOT INSULATION, APPROX. 12" @ ROO RIDGE LINE, VARIES IN DEPTH FROM HIGH 0 LOW POINTS @ DRAIN REQ. SUMPS (TYP.) " PRESSURE TREATED PLYWOOD AS REQ. BY REGLET/ COUNTER FLASHING TO MAINTAIN SPRING -ACTION OF FLASHING I. K II II ROOF EDGE (NO GUTTER) 3" = 1'-0" 6" MIN. - 4" MIN. N SINGLE PLY ROOF MEMBRANE ADHESIVE PER ROOF MANUF. BUTYL -BASED S.A.S.M. HEAT WELDED LAPS METAL FASTENER 4" O.C. HEAT WELDED LAPS 20 GA. G.S.M. COPING W/ PVC COATED METAL HEMMED DRIP EDGE PRESSURE TREATED WOOD NAILER, MECHANICALLY FASTENED PLYWOOD SHEATHING; S.S.D. CONT. METAL CLEAT, GA. THICKER THAN FASCIA METAL, FASTEN 16" O.C. REVIEWED FOR CODE COMPLIANCE OCT 3 0 2011 BUREAU VERITAS NORTH AMERICA, INC. PLYWOOD SHEATHING; S.S.D. SINGLE PLY ROOF MEMBRANE ADHESIVE PER ROOF MANUF. BUTYL -BASED S.A.S.M. HEAT WELDED LAPS METAL FASTENER 4" O.C. HEAT WELDED LAPS 20 GA. G.S.M. COPING W/ PVC COATED METAL HEMMED DRIP EDGE _ - \ PRESSURE TREATED WOOD NAILER, = MECHANICALLY FASTENED N G.S.M. GUTTER W/ GUTTER STRAP REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be permit For, or and approvalayf violation of the provisionsofy liurlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY __DATE_. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 E 08-28-2017 BUILDING PERMIT REV. 02 E CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: ROOF A10.7A 10 MECH. FENCE SCREEN 3" = 1'-0" ROOF CURB, TYP. 3" = 1'-0" 4 3" =1'-0" SHOWING CEMENT PLASTER FACADE; SEE WALL SCHEDULE FOR WALL FINISH SIDE WALL FLASHING AT SINGLE -PLY ROOF ROOF EDGE (WITH GUTTER) 3" =1'-0" 45°L FOR SEALANT © PLAN 6" 12" OF DIVIDER WALL MIN. 12" FROM TO SPLICE OR 18" TO END OF MIN. 6" LAP JOINT OR SPLICE JT. (TYP.) O ISOMETRIC 11 PRE-FAB TRANSITION FROM ROOF N.T.S. DIVIDER -TO -PARAPET 10 MECHANICAL VENT G.S.M. VENT SLOPE TOP INSECT SCREEN WATERTIGHT LOUVER AT 4 SIDES RAISED CURB; SEE 7/A10.7A FOR ADDITIONAL NOTES PERIMETER CURB AT 4 SIDES; SEE 4/A10.7A FOR ADDITIONAL NOTES ROOF MEMBRANE 1-1/2"=1'-0" YL 2'-6" N �1 CAST IRON ROOF DRAIN LAP ROOFING AND PAN INTO DRAIN CLAMP SECTION, TYP. SINGLE —PLY ROOF ASSEMBLY 0/ADHESIVE 2" HIGH AT OVERFLOW DRAIN FULL DOME CAST IRON OVERFLOW DRAIN PLYWOOD, SEE STRUC. DWGS. NOTE: PROVIDE SUMP AREA FOR DRAINS, TYP. TYP. DOWNSPOUT ELBOW 3"=1'-0" 3/4" MIN. TYP. cw SOLDER CONNECTIONS ALL AROUND 3'-0" MAX. TO GUTTER OUTLET G.S.M. DOWNSPOUT ELBOW 12" S.A.S.M. STRIP AROUND HOLE AIR & WEATHER BARRIER 2 LAYERS OF 60—MINUTE GRADE 'D' BUILDING PAPER INSTALL IN PRE —DRILLED HOLE FILLED WITH SEALANT STRAP TO BE EMBEDDED IN SEALANT © THE BOLT SASM © FASTENER LOCATIONS 3"X3" G.S.M. DOWNSPOUT PACK W/ INORGANIC MESH AND SEAL W/ MORTAR ALL AROUND 36" TALL CAST IRON PIPE BOOT CONNECT TO STORM DRAINAGE SYSTEM, S.C.D. • RF'!rwrl FOR CODE COMPLIANCE OCT 3 0 2017 Whew lit nsuNa'WM AMERICA, INC. PVC COATED G.S.M. SCUPPER PAN SCUPPER PAN ATTACHMENT TABS INSERTED INTO RAKE FLASHING. SEAL COMPLETELY, TYP. PLYWD. ROOF CRICKET AND SHEATHING RAKE FLASHING OVER SCUPPER PAN, TYP., SET IN ROOFING CEMENT G.S.M. COUNTERFLASH G.S.M. CONDUCTOR HEAD, WOOD FASCIA EXT. CEM. PLAS. WALL NOTE: ROOFING NOT SHOWN FOR CLARITY RAIN WATER LEADER CONDUCTOR HEAD 1-1/2" = 11-0" AXON AT CRICKET 1 1/2" 4 1/2" 4 1/2" 1 1/2" 3/4" TYP dt- N 3 1/2" SIDE ELEVATION 5,, FRONT ELEVATION 3 1/2" G.S.M. RAKE FLASHING BEYOND G.S.M. SCUPPER PAN 2 GA. MIN. G.S.M. CONDUCTOR HEAD WOOD FASCIA BEYOND GALV. STL. OUTLET TUBE FOR 3"D RWL TO RWL RAIN WATER LEADER CONDUCTOR HEAD 1-1/2" = V-0" PLAN VIEW ISOMETRIC VIEW FACE OF BLDG. RAIN WATER LEADER TRANSITIONAL TAIL PIECE AT RAIN WATER LEADER TO DIVERT WATER IN DIRECTION OF ROOF SLOPE/SPLASH PAN. 22 GA. G.S.M. SPLASH PLAN WITH SOLDERED, WATERTIGHT JOINTS REVIEWED BURLINGAME BLDG DE ARTM This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions at Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE 22 GA. G.S.M. SPLASH PLAN W/ SOLDERED, WATERTIGHT JOINTS NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners • 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: ROOF 0 ROOF DRAIN AT B.U.R, 1-1/2"=V-0" Ikj TYP. DOWNSPOUT INTO BOOT AT GRADE 3"=1'-0" I SPLASH PAN 1-1/2"=1'-0" A10.7B - 1/2" 'CLR. 1 1/2" O.D. STEEL HANDRAIL; PAINTED. WELD TO HANDRAIL BRACKET; S.S.D. WALL ASSEMBLY; SEE SCHEDULE STEEL HANDRAIL BRACKET @ 4'-0" O.C. MAX.; PAINTED 3/8" 0 X 3" HEX HEAD LAG SCREWS. 4X BLOCKING ft CO on HANDRAIL ANCHORAGE @ WOOD FRAMED WALL of GUARDRAIL AT LANDING 1-1/2"=1'-0" I tj3/4"=1'-0" 19 z CC 00 0 m 0 I N — 1/2' 'CLR. a KY a a A a 1 1/2" O.D. STEEL HANDRAIL; PAINTED. WELD TO HANDRAIL BRACKET; S.S.D. CONCRETE WALL; S.S.D. STEEL HANDRAIL BRACKET 4'-0" O.C. MAX.; PAINTED 3/8" 0 X 3" HEX HEAD LAG SCREWS. HANDRAIL ANCHORAGE AT CONCRETE WALL 1-1/2"=1'-0" ,, 1/2" MAX. CLR. I1 1 1/2" I' ,, 18 FACE OF WALL 1 1/2" PTD. STEEL TUBING MTL. BRACKET (PTD.) STAIR NOSING DASHED LINE OF STAIR RISER STAIR STRIPING, SEE 17/ HANDRAIL EXTENSION — PLAN 3'=11-0" LANDING @ TOP OF STAIRS fall aJ J r i w. dwrvge: 17 AT ALL STAIRS: PROVIDE 2" WIDE MIN. 70% CONTRASTING COLOR SLIP RESISTANT ABRASIVE TREADS: @ INTERIOR STAIRS: AT TOP LANDING APPROACH AND BOTTOM TREAD OF ALL INTERIOR STAIRS. @ EXTERIOR STAIRS: AT ALL EXTERIOR STAIR TREADS AND TOP LANDING APPROACH. PLACE STRIPE PARALLEL TO AND NOT MORE THAN 1" FROM NOSE OF STEP OR LANDING TYPICAL STAIR STRIPPING — PLAN 15 14 13 CO GUARDRAIL AT LANDING WELD STEEL HANDRAIL AND STEEL GUARDRAIL TO STEEL TUBE SUPPORTS 1 1/2" O.D. STEEL GUARDRAIL 1 1/2" 0.D. STEEL HANDRAIL WELDED TO STEEL BAR BRACKET TS 1-1/2 X 1-1/2 X 11GA STEEL TUBE SUPPORTS @ 4'-0" O.C. MAX. 1-1/2" O.D. STEEL TUBE RAILS; PAINTED TOP OF LANDING STEEL CHANNEL STRINGER TS 1-1/2 X 1-1/2 X 11 GA STEEL TUBE POSTS TOP OF LANDING If 3/4"=1'-0" 3-1/2" PROJECTION HANDRAIL AT LANDING LANDING WORK LINE (NOSE OF TREAD) TS 1-1/2 X 1-1/2 X 11 GA STEEL TUBE POSTS TOP OF LANDING WI 3/4"=1'-0" L� • RAIL ELEVATION @ LANDING GUARD RAIL AT 42" A.F.F.,TYP. HANDRAIL AT 34" A.F.F., TYP. HANDRAIL BEYOND STAIRS BEYOND TOP OF FLOOR LANDING 1-1/2" O.D. STEEL GUARDRAIL 12 co 11 0 O WELD STEEL HANDRAIL TO STEEL TUBE SUPPORTS TS 1-1/2 X 1-1/2 X 11GA STEEL TUBE POSTS AND GUARDRAIL 1 1/2" O.D. STEEL HANDRAIL WELDED TO STEEL BRACKET 0 1 1/2" X 1/4" BENT STEEL BAR BRACKET O O r0 11 GA STEEL SHEET FLIGHT CLOSURE 1/4"— 1/2" CLEAR 1 0- 1/2 0 X 3-3/4" WEDGE ANCHOR 5" X 5" STEEL ANGLE SUPPORT TUBE STEEL SUPPORT; SEE STRUCTURAL DRAWINGS RATED WALL ASSEMBLY; SEE PLAN FOR WALL TYPE. INTERMEDIATE HANDRAIL INTERMEDIATE LANDING ANCHORAGE 3/4"=1'-0" 3"=1'-0" 23" MIN. 1-1/2" O.D. STEEL HANDRAIL; PAINTED 1/4"— 1/2" CLEAR 1-1/2" O.D. STEEL TUBE RAILS; PAINTED TS 1-1/2 X 1-1/2 X 11 GA. STEEL TUBE POSTS. 47, STEEL CHANNEL STRINGER STAIR TREADS BEYOND CONCRETE SLAB; S.S.D. FLOOR AA LEVEL 1-1 1 PI // // /.M4/ / A a a a a a va 1/2 0 X 3-3/4" WEDGE ANCHOR 5" X 5" STEEL ANGLE SUPPORT CONC. SLAB; S.S.D. 6" METAL STUD FRAMING RATED WALL ASSEMBLY; SEE PLAN FOR WALL TYPE. HANDRAIL ANCHORAGE 7 INTERMEDIATE LANDING ANCHORAGE 3/4"=1'-0" 3"=1'-0" 1/4"-1/2" CLEAR a a a a STAIR SHAFT 2 LAYERS GYPSUM WALL BOARD; PAINTED REFER PLAN FOR WALL TYPES METAL STUD WALL FRAMING; REFER PLAN FOR WALL TYPES <7 A ` a a a a a a a a a a �, CONC. SLAB; REFER STRUCTURAL DRAWINGS. a a a a a do FINISHES AT STAIR SHAFT 167 3"=1'-0" HOLD EDGE OF CONCRETE SLAB 1/4" — 1/2" FROM EDGE OF GYPSUM WALL BOARD. METAL STUD WALL FRAMING; REFER PLAN FOR WALL TYPES 2 LAYERS GYPSUM WALL BOARD; REFER PLAN FOR WALL TYPES 3" CONCRETE LANDING IN STEEL PAN a a // // // // // // // // // // // // // // // a G 1/4" CLEAR MIN. STEEL CLOSURE STRIP- 14 GA X 2" / STEEL FRAMING AT INTERMEDIATE STAIR LANDING RATED ASSEMBLY; REFER PLAN FOR WALL TYPES. INTERMEDIATE LANDING AT FRAMED WALL 3"=1'-0" a a a a a a 3" CONCRETE LANDING IN STEEL PAN /1 4< /n/A a CLEAR MIN. STEEL CLOSURE STRIP- 14 GA X 2" 8 X 3/8 X 8 STEEL WELD PLATE EMBED IN CONC. WALL ▪ STEEL FRAMING AT INTERMEDIATE STAIR LANDING 4 X 3 x 3/8 STEEL ANGLE WELDED TO EMBEDED PLATE; REFER STRUCTURAL DWGS CONCRETE WALL; REFER STRUCTURAL DWGS STAIR STRIPING, SEE 17/— STAIR FINISH FLOORING r 11" TYP. 0.1 TYP. STAIR TREAD & NOSING 3"=1'-0" LINE OF (N) STEEL STRINGER BEYOND; S.S.D. STAIR STRINGER, RISER, AND THREAD; S.S.D. (N) LIGHTWEIGHT CONCRETE PRECAST TREADS, SLOPE TREAD TO DRAIN PROVIDE SLIP RESISTANT ABRASIVE TREADS @ EVERY TREAD ON EXT. STAIRS, WITH MIN. 70% COLOR CONTRAST FROM STAIR TREADS fila a 1 1 " TYP. 1 1/2" MAX ADM ADM a al a a TYP. STAIR TREAD & NOSING 3"=1'-0" I�i PROVIDE PRECAST CLOSED RISER TREADS; BOLTED TO STEEL STRINGER; S.S.D. STEEL CHANNEL STAIR STRINGER LINE OF STAIR TREAD BEYOND 4 x 4x 1/4 STEEL ANGLE; WELDED TO _ STRINGER a a • a a a a INTERMEDIATE LANDING AT CONCRETE WALL TYPICAL TREAD PROFILE 3"=1'-0" I 3"=1'-0" A BOLT ANGLE TO CONC. W/ 1/2" 0 X 4" WEDGE ANCHOR. CONCRETE FOUNDATION; S.S.D. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners Li w 0 O qv — CI).; vlan (I) '>• ED FOR CODE COMPLIANCE •, CT 30 2017 Limli VURITAS NORTH AMERICA, INC. C9 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: STAIR A11.1 3/4 "=1'-0" 3/4"=1'-0" BURLINGAMEBLDG DEPARTMENT This plan check shall not be construed to be a pert For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL RFVIEWEr) NSPECTN dtotaL AN OPENINGS COMPANY DRYWALL FURRED OUT FRAME FOR TOTAL DOOR FIELD APPLIED SMOKE SEAL TOTAL DOOR SHOWN IN 180° OPEN POSITION TOTAL DOOR FULL HEIGHT HINGE SEMI -CONCEALED 3/4" UNDERCUT CLOSER MAGNETIC HOLDER DRY WALL 0 (ESS-PK180G) - SINGLE - POCKETED 180° GRIP C 5 1 /4" VERTICAL SECTION A -A TOTAL DOOR, AN OPENINGS COMPANY 1 (800) 852-6660 www.totaldoor.com MIN. 3/4" CLEARANCE REQUIRED FROM CEILING OR TOP OF POCKET TO FRAME RABBET SEALANT. CONTINUOUS ALONG JOINT BETWEEN DOOR FRAME AND ELEVATOR FRAME. ELEVATOR FRAME ELEVATOR FRAME HOLLOW METAL FRAME ZATA 1/2" CLEAR 4" MAX. JAMB OPENING WIDTH MINUS 3/4" HORIZONTAL SECTION B-B ELEVATOR CAB MO®,/,/,®,®,/.®,®,/MO C=1 N MAGNETIC HOLDER (BEHIND DOOR) PLAN eatiA M52 HARDWARE PUSH SIDE AND M34 ON PULL SIDE ELEVATOR FRAME WIDTH DOOR IN CLOSED POSITION ELEVATOR SMOKE SHAFT SEALANT JAMB OPENING WIDTH 1 ELEVATION MASONRY WALL LATCH STOP LOCKING CHANNEL SMOKE DOOR - MANUFACTURER DETAILS N.T.S. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CADDETAILS.COM/INFO REFERENCE NUMBER 701-006. 1/2" , ALIGN FURRED WALL HOLD OPEN SMOKE DOOR FURRED WALL SMOKE DOOR H.M. FRAME FURRED WALL ABOVE FURRED WALL ELEVATOR SHAFT WALL 1 —5/8" STUD NESTED AND TURNED ELEVATOR DOOR H.M. FRAME CLOSER co VARIES ON PIT DEPTH ELEVATOR 4 PIT LADDER 3/4"=1'-0" H O I STWAY STEEL, TYP. Y"m EXP. ANCHORS 2 Y2"x 8"x Y4" L BRACKETS 1" ABRASIVE RUNGS 18" O.C. WELDED 2 Y2" X 3/8" RAIL SECTION NOTE: COORDINATE W/ ELEVATOR MANUFACTURER CORRIDOR 7 N \\ HEAD AT ELEVATOR 3"=1'-0" // // ALIGN J WALL ASSEMBLY PER SCHEDULE HEAD FRAMING, S.S.D. DOOR HANGER AND COVER PER ELEVATOR MFR. RATED METAL FRAME PER ELEVATOR MFR. ELEV. CAB AND DOOR PROVIDED BY ELEVATOR MANUFACTURER RAISED LETTER BRAILLE FLOOR NUMBERS, TYP. AT ALL DOORS. MOUNT CENTER OF SIGN AT 60" A.F.F. ELEVATOR DOOR LEVELING GROUT AS REQUIRED ALUM. ELEVATOR DOOR SILL BY ELEV. MFR. FINISH FLOORING, SEE FINISH SCHEDULE. T.O. PLY. SIZE AS REQUIRED WOOD FRAMING, SSD. �\ THRESHOLD AT ELEVATOR @ FLOORS 2-4 3"=1'-0" ELEVATOR DOOR LEVELING GROUT AS REQUIRED ALUM. ELEVATOR DOOR SILL BY ELEV. MFR. FINISH FLOORING, SEE FINISH SCHEDULE. T.O. SLAB SIZE AS REQUIRED ANCHOR BOLT, SSD. CONCRETE SLAB, SSD. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners J rn1 CODE COMPLIANCE M ]CT 3 0 2017 NORTH AMERICA, INC. 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 \ 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: ELEVATOR SMOKE DOOR ON HOLD OPEN 1-1/2" = 1'-0" I 4 THRESHOLD AT ELEVATOR @ BASEMENT 3"=1'-0" A11.2 16 (2) #10 WOOD SCREWS (2) #14 X 3-1/2" WOOD SCREW INTO 2"X2"X1/8"X2" LONG STEEL ANGLE, MINIMUM (2) PER CABINET OR @16" O.C. (TYP) FINISH MAPLE. U.O.N. UPPER CABINET: TOP ATTACHMENT 3"=1'-0" 15 BACKING PLATE TYP. SEE (2) #14 X 3-1/2" WOOD SCREW INTO 2"X2"X1/8"X2" LONG STEEL ANGLE, MINIMUM (2) PER CABINET OR @16" O.C. (TYP) (2) #10 WOOD SCREWS UPPER CABINET: BOTTOM ATTACHMENT 3"=1'-0" CERAMIC TILE BACKSPLASH, TYP. EPDXY CEMENT JOINT 3/4" THK GRANITE TOP (2) #10 WOOD SCREWS (2) #14 X 3-1/2" WOOD SCREW INTO 2"X2"X 1 /8"X2" LONG STEEL ANGLE, MINIMUM (2) PER CABINET OR ©16" O.C. (TYP) BASE CABINET: TOP ATTACHMENT 3"=1'-0" BACKING PLATE TYP. SEE #14 X 3-1/2" WOOD SCREW; MIN. (2) PER CABINET, MAX 16" O.C., TYP. #10 X 2 1/2 FHSMS @ 8" O.C., TYP. 2X4 CONC. OR WD. SUB -FLOOR AS OCCURS STONE EDGE, TYP 3/4" THK GRANITE TOP FACE OF CABINET DOOR 10 2X4 MIN. WOOD STUDS @ 16" O.C., U.O.N. 6X FULL DEPTH BLKG. ANCHORED TO WD. STUDS WITH SIMPSON A35 CLIP AT EA. END, TOP AND BOTTOM (4 PER BLK.). NOTE: EXTEND PLATE A MIN OF ONE STUD BEYOND EDGE OF EQUIP. OR CASEWORK, TYP. COUNTERTOP DETAIL a BLOCKING DETAIL - WOOD STUD 3"=1'-0" 1 "=1'-0" PROVIDE FINISHED FACE AT ALL EXPOSED SURFACES. PROVIDE #10 X 2 1/2 FHSM SCREWS @ 8" O.C. PROVIDE CONT. 2x4 BLOCKING, TYP. CONCRETE FLOOR: PROVIDE 1/4" X 3" HILTI KWIK-CON III SCREWS @ 16" O.C. PLYWD. SUB -FLOOR OVER WD. FRAMING: PROVIDE 3/8" DIA. X 6" LAG SCREW & 2" WASHER @ 16" O.C. INTO (N) SUB -FLOOR AND (N) BLOCKING. PROVIDE CONT. 2X4 BLOCKING AT PLYWOOD SUBFLOOR; PROVIDE 4x4 BLOCING W/ SIMPSON A34 @ EACH END. A34 TO BE @ 16" O.C. MAX W/2 BOLTS PER BLOCKING PLATE, TYP. 1/4" X 3" S.M. SCREWS @ 8" O.C. WOOD BASE; SEE FINISH SCHEDULE a 2X4 MIN. WOOD STUDS @ 16" O.C., U.O.N. 2X6 BLKG. TYP. ANCHORED TO WD. STUDS WITH SIMPSON A34 CLIP AT EA. END (2 PER BLK.). NOTE: EXTEND PLATE A MIN OF ONE STUD BEYOND EDGE OF EQUIP. OR CASEWORK, TYP. UNIT KITCHENS) KITCHENETTE) > u FULL TILE BACKSPLASH GRANITE COUNTERTOP REMOVABLE DOORS SWING FULLY OUT TO ALLOW FOR WHEELCHAIR ACCESS WOOD DOOR WITH PULL SINK INSULATED PIPING AS REQUIRED BY CODE WOOD SHIM, TYP HINGES, TYP WOOD BASE ATTACH TO DOOR FINISHED FLOOR 3" i NOTES: 1. GRANITE COUNTERTOPS @ UNIT KITCHENS EXEMPT FROM ACCESSIBLE RE-POSITIONABLE REQUIREMENT PER 2013 CBC 1133A.4.1 EXCEPTION #2. 2. SEE A0.7 FOR ACCESSIBLE CLEARANCE REQUIREMENTS. tl SECTION @ SINK/VANITY o1 w z C� < <• 0 Q zz w w _ w C.) w f— ( V) w C) z Q cro r7 w H- w z w _ U F- U J CO I a_ 3', 2 WOOD SHELVES WOOD DOOR WITH PULL UNDER CABINET LIGHTING FULL TILE BACKSPLASH GRANITE COUNTERTOP WOOD DOOR WITH PULL WOOD ADJUSTABLE SHELF ON PINS WOOD SHIM, TYP HINGES, TYP WOOD BASE, SCRIBE TO FLOOR FINISHED FLOOR CASEWORK NOTES 0 l 0 0 0 0 0 0 0 10 11 WIC GRADE: CUSTOM GRADE, TYPICAL STANDARD WIDTH AND LENGTH SCHEDULE: IN INCHES (TYPICAL UNLESS NOTED OTHERWISE) BASE CABINETS = HEIGHT: 36" DEPTH: 24" HUNG CABINETS = HEIGHT: 30" DEPTH: 12" NOT USED CONTRACTOR SHALL PROVIDE ONLY THOSE CABINETS AND SHELVING INDICATED ON THE INTERIOR ELEVATIONS AND FLOOR PLANS HEIGHTS OF CABINETS OR SHELVING IS TO FINISHED TOPS, UNLESS NOTED OTHERWISE ALL CABINET DIMENSIONS ARE NOMINAL OUTSIDE DIMENSIONS. PROVIDE FIXED FILLER PANELS WITH FINISH TO MATCH CABINET FRONTS WHERE REQUIRED BETWEEN END OF SPECIFIED CABINET AND ADJACENT CONSTRUCTION (EXCEPTION: CABINETS ADJACENT TO WALLS MAY BE INCREASED IN LENGTH TO ELIMINATE THE NEED FOR FILLER PANELS) FINISH ALL EXPOSED PORTIONS OF CASEWORK AND COUNTERTOPS ALL CABINET BASES AND TOE KICKS FOR FLOOR MOUNTED CABINETS SHALL BE 4," UNLESS NOTED OTHERWISE PROVIDE FINISH BASE MATERIAL (PER FINISH SCHEDULE) ON ALL FLOOR MOUNTED CABINETS 0 ALL SHELVING SHALL BE ADJUSTABLE, UNLESS NOTED OTHERWISE 0 FIELD VERIFY ALL DIMENSIONS 0 COUNTERTOPS TO HAVE A HIGH TILE BACKSPLASH, UNLESS NOTED OTHERWISE 0 COUNTERTOP PROFILE: SEE DETAIL FOR PROFILE 0 AT ACCESSIBLE SINK LOCATIONS, PROVIDE REMOVABLE BASE/TOE SUPPORTED ON CLIPS 0 PROVIDE FILLER CAPS AT ALL EXPOSED SCREWS. EXPOSED FASTENERS ARE NOT ALLOWED ON EXPOSED SURFACES. FILLER CAPS SHALL MATCH ADJACENT CABINET FINISH, TYP. 0 SEE FINISH SCHEDULE FOR CABINET AND COUNTERTOP FINISHES CASEWORK ANCHORAGE REVIEWED FOR CODE COM,, ll^t OCT 3 0 2017 BUREAU VERITAS NORTH AMERI A, I REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVALFINAL FIELD INSPECTION REVIEWED BY PATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ w w 0 O 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: CASEWORK A11.3 13 BASE CABINET: BOTTOM ATTACHMENT BASE ANCHORAGE 3"=1'-0" 3"=1'-0" BLOCKING DETAIL - WOOD STUD 1 "=1'-0" I SECTION @ KITCHEN CABINETS 1 "=1'-0" OPEN ';x TYP. FLOOR/CLG. CONSTRUCTION WRAP GYP. BD. INTO OPENING GYP. BD., STUDS BEYOND SHOWN DASHED. STUDS & BLOCKS, SINGLE SHOWN, DBL. IF REQ'D FOR BEARING, S.S.D. 1-1/2" GYP. CONC. OVER ACOUSTIC ISOLATION MAT T.O. STRUCT. PLYWD., S.S.D. 2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD FLOOR JOIST FRAMING, S.S.D. WRAP 1 LAYER 5/8" TYPE 'X' GYPSUM BOARD ALL AROUND RECESSED LIGHT FIXTURE 6" MTL. CHANNELS AT 16" 0.C. F.O. CEILING on OPENING THROUGH WALL (INTERIOR UNIT WALL) a RECESSED LIGHT FIXTURE IN GYP. CEILING 3"=1'-0" I tj 3"=1'-0" WIDTH VARIES RECESSED CABINET AT 1-HR. WALL 3"=1'-0" (WI PROTECTED OPENINGS) // BATT. INSUL. AT UNIT WALLS 2X2 FRAMING ACOUSTIC SEALANT AT ALL GYP. JOINTS 2X6 MIN. WALL FRAMING ONE LAYER 5/8" GYP. BD. AT 1-HR. WALLS, 2 LAYERS AT 2-HR. WALLS RECESSED FIRE EXTINGUISHER CABINET, MED. CAB. OR WASHING MACHINE BOX SET IN SEALANT WRAP ONE LAYER GYP. BD. AT SIDES OF OPENING IF SOLID DOUBLE BLOCKING IS NOT PROVIDED RECESSED ITEM INSTALLED INTO WALL OPENING CONT. GYP. BD. AS FINISH BEHIND RECESSED ITEM NOTE: THIS DETAIL APPLIES TO ALL WALLS OR PARTITIONS WITHIN AN INDIVIDUAL UNIT 91 WALL OPENING FOR RECESSED ITEM I 3"=1'-0" (INTERIOR UNIT WALL) INSIDE OF STUDS LINED WITH 5/8" TYP X GYP. BD. TYP, 1 HR. WALL INSULATION MECH. DUCT OR FLUE 26 GA. MIN. S.M.D. FOR ADDITIONAL NOTES /Y , / / \ 7 — A i/ 1\ A \ / 1 / % 15 14 DUCT ISOLATION DUCT, SEE MECHANICAL DRAWINGS SUPPORT DUCT ON MASON BR MOUNTS FLOOR CONSTRUCTION 1/2" MIN. CLEARANCE (DO NOT ALLOW DUCT OR FRAME TO CONTACT STRUCTURE) 1-1/2"=1'-0" FLOOR/CEILING CONSTRUCTION MASON INDUSTRIES HD NEOPRENE HANGER DUCT, SEE MECHANICAL DRAWINGS HORIZONTAL DUCT SUPPORT 11 FASTEN CLAMP TO STRUCTURE, TYP. KEEP PIPE CLEAR OF STRUCTURE, OTHER PIPES, AND OTHER TRADES TRISOLATOR PIPE SLEEVE: SERIES 100 FOR STEEL PIPE OR SERIES 500 FOR COPPER PIPE ATTACHMENT 1-1/2"=1'-0" (PIPES GREATER THAN 1-1/4" DIA.) HIGH EAR ACOUSTO-CLAMP ACOUSTO-LATOR ACOUSTO-CLAMP ACOUSTO-SCUTCHEON O°O°O°O°O°O°O METAL BRACKET: (SIZES VARY: COMES IN ACOUSTO - KIT WITH TWO ACOUSTO - LATORS) NOTE: SEPARATE OUTLETS ON OPPOSITE SIDES OF THE WALL BY 16" AND MIN. ONE STUD BAY, MINIMUM CEILING CONDITIONS SIMILAR GYPSUM BOARD FILL 1/4" GAP WITH ACOUSTICAL SEALANT ALL AROUND PERIMETER SEAL OUTLET BOX AIRTIGHT WITH SHEET CAULKING (PADS) WALL ASSEMBLY PER SCHEDULE BATT INSULATION OUTLET BOX SOUND ISOLATION 3"=1'-0" WALL ASSEMBLY PER SCHEDULE PROVIDE ACOUSTI - CLAMP PROVIDE ACOUSTO - SCUTCHEON PROVIDE ACOUSTO - SLEEVE 1/2" MIN. CLEARANCE FROM GYPSUM BOARD SURFACE BATT INSULATION 2 LAYERS 5/8 GYPSUM BOARD ACOUSTO - PLUMB SYSTEM COMPONENTS 7 PLUMBING WALL - PLAN VIEW 6"=1'-0" 1-1/2"=1'-0" WALL PENETRATION TUB SHOWER VALVE oidliNlools ,_,/-714. IIIIIIIIIIIr gyp/ JOIST BAY VERTICAL STUD BAY NOTE: WOOD STUD ASSEMBLIES SHOWN, METAL STUD ASSEMBLIES SIMILAR DUCT ISOLATION I O ACOUSTO - PLUMB SYSTEM NTS INSTALLATION EXAMPLE 1-1/2"=1'-0" FLOOR 1" NOMINAL CAULK AIRTIGHT, USE FIRE - RATED RESILIENT FILLER WHERE REQUIRED FOR FIRE RATING STEEL PLATE (OPTIONAL) 3/4" NEOPRENE PAD. 40 - DUROMETER SAFING BATT INSULATION WHERE REQUIRED FOR FIRE RATING NOTE: IF PIPE IS SUSPENDED FROM OR DIRECTLY ATTACHED TO STRUCTURE OR OTHER BUILDING ELEMENTS, USE 1/2" THICK, 40 - DUROMETER NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE COLLAR PIPE ISOLATION 1-1/2"=1'-0" (PIPES GREATER THAN 1" DIA.) NOTE 3 NOTE 2 / NOTE 4 (TYP el RESILIENT CHANNEL FRAMING 3"=1'-0" W Ow O W Ca O 1 1 CEA'ga % dW ' o N 1 r % . 1PII 0 w w Alibi OF PARTY WALL PIPE CLEAR OF STRUCTURE WALL ASSEMBLY PER SCHEDULE ACOUSTO-SLEEVE ACOUSTO-CLAMP AT WOOD OR METAL STUDS BATT INSULATION ACOUSTO-SCUTCHEON SOUND ATTENUATION AT PLUMBING WALL 3"=1'-0" SECTION THROUGH RESILIENT CHANNEL WOOD STUD OR JOIST GYPSUM BOARD MOUNTING FLANGE OF CHANNEL FRAMING FLANGE WITH SCREW NOTES: 1. INSTALL CHANNELS 24" ON CENTER UNLESS OTHERWISE REQUIRED BY FIRE RATING ASSEMBLY LISTING 2. AVOID STUD OR JOIST WHEN FASTENING GYPSUM BOARD TO RESILIENT CHANNEL, GYPSUM BOARD SCREWS MUST NOT CONTACT FRAMING 3. HOLD RESILIENT CHANNEL BACK 1/2" FROM INTERSECTING SURFACES 4. DO NOT CANTILEVER RESILIENT CHANNEL BY MORE THAN 6" FROM FRAMING ACOUSTIC SEAL/SMOKE CONTROL SOLID - CORE WOOD OR INSULATED METAL DOOR RAISED METAL THRESHOLD DOOR SHOE SOUND ATTENUATION AT CORRIDOR DOORS 6"=1'-0" ACOUSTICAL SEALANT 3/8" PERIMETER ISOLATION BOARD (F I.B.) FLOOR ASSEMBLY PER SCHEDULE FLOOR STRUCTURE IMPACT ISOLATED FLOOR 3"=1'-0" 2 i 1/4" 00 REVIEWED FOR CODE C OCT 3 0 2017 BUREAU VIEkITAS NORTH At: 1 1/2" TO 3" CLEARANCE SEE CBC TABLE 25-A FOR THICKNESS AND SPACING BATT INSULATION 1-1/2" COLD ROLLED "C" CHANNELS AT 48" O.C. METAL FURRING CLIP 7/8" FURRING CHANNEL 16" O.C. 5/8" GYPSUM BOARD FOAM BACKER ROD ACOUSTICAL SEALANT NOTE: SUSPENDED GYPSUM CEILING SYSTEM TO COMPLY WITH CBC TABLE 25-A. REVIEW ALL MEMBER SPACING AND SIZES FOR CODE COMPLIANCE SUSPENDED GYPSUM BOARD CEILING 3"=1'-0" RESILIENT CHANNEL HOLD GYPSUM BOARD BACK 1/4", CAULK AIRTIGHT WITH FIRE RATED ACOUSTICAL SEALANT FRAMING, S.S.D. WALL ASSEMBLY PER SCHEDULE BATT INSULATION HOLD GYPSUM BOARD BACK 1/4", CAULK AIRTIGHT WITH FIRE RATED ACOUSTICAL SEALANT FLOOR STRUCTURE RESILIENT CHANNEL CONSTRUCTION NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners LLI 0 W O CT) 41-1 D ARc -< RENEWAL DATE 6-30-19 FCA\- 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTET co DETAILS: ACOUSTICAL A11.4 w OE 7 1 HR. VERT. CHASE AT WALL 3"=1'-0" 3"=1'-0" PERIMETER G.S.M. FLASHING 3" MIN. LAP, TYP. SOLDER ALL JOINTS FULLY SOLDER, TYP. NOTE: OCCURS AT ALL EXIT DOORS EXCEPT AT DOORS AT A CONCRETE SLAB ON GRADE NOTE: CONCEALED SPLICE AT FLASHING PER SMACNA PLATE NOTE: FABRICATE PAN FLASHING OF 24 GAUGE GALVANIZED SHEET METAL. FOLD UP VERTICAL EDGE BELOW THRESHOLD. DO NOT NAIL AT HORIZONTAL SURFACE. 11 MATCH ROUGH DOOR OPENING WIDTH HEMMED LEG BACK DAM TO FIT THRESHOLD 4 1/2", VERIFY IN FIELD STUD FRAMING VERIFY W/ WINDOW SILL DIM. PAN ATTACHMENTS, TYP., DO NOT PENETRATE PAN BOTTOM FLASHING PAN ISOMETRIC: PAN FLASHING AT DOOR Q TYPICAL SILL FLASHING NO SCALE NO SCALE A /i MOD. BITUM. SHEET FLASHING AT JAMB, LAP OVER UPTURN OF SILL PAN FLASHING AND MOD. BITUM. SHEET FLASHING AT SILL MOD. BITUM. SHEET FLASHING UPTURN AT WALL 6" MIN. AND LAP 6" AT JAMB RETURN FLANGE AT SILL FLASHING WELDED AT CORNERS 0.125" ALUM. SILL PAN FLASHING OVER MOD. BITUM. SHEET FLASHING CLOSED END NOTE: PLASTER, WINDOW AND ACCESSORIES NOT SHOWN FOR CLARITY STUD FRAMING VERIFY W/ WINDOW SILL DIM. CONTINUOUS 22 GA. S.S. SHEET METAL FLASHING PAN. MOD. BITUM. SHT. FLASHING UNDER JAMB MOD. BITUM. SHT. FLASHING UNDER 20 GA. S.S. SHEET METAL FLASHING TURN DOWN ONTO VERTICAL FACE W/ ADJACENT WP. PROVIDE DOWN TURN OR FLANGE LAP SHEATHING PAPERS OVER WINDOW SHEET MTL. FLASHING & MODIFIED BITUMINOUS SHEET FLASHING CEMENT PLASTER MODIFIED BITUMINOUS SHEET FLASHING SOLDER AT SEAMS (MAKE WATERTIGHT) LAP SHEATING PAPERS OVER 22 GA. S.S. SHEET METAL FLASHING AND MOD. BITUM. SHT. FLASHING MOD. BITUM. SHT. FLASHING SOLDER AT SEAMS (MAKE WATERTIGHT) RECESS IN CONCRETE WALL FRAMING, S.S.D. SHEATING PAPERS, WRAP OVER FLASHING S.A.S.M. OVER PAN FLASHING LEGS S.A.S.M. BENEATH PAN 22 GA. SHEET MTL. THRESHOLD PAN FLASHING, SOLDER ALL EDGES TYP. 1/4" RETURN CONTINUOUS MEMBRANE BEHIND PAN NOTE: FOR ADDITIONAL INFORMATION, SEE 4/— BELOW NOTE: PAN FLASHING TO COORDINATE WITH EXTERIOR CONDITION, SEE EXT. DOOR DETAILS THRESHOLD PAN @ DECK NO SCALE FRAMING, S.S.D. S.A.S.M. © CORNERS BENEATH PAN SHEATHING PAPERS, WRAP OVER FLASHING 22 GA. SHT. MTL. THRESHOLD PAN FLASHING, SOLDER ALL EDGES TYP. STRIP IN W/ S.A.S.M. 1/4" MIN. RETURN BUILDING SLAB EXT. SLAB WATERPROOF MEMBRANE 6 • NOTE: FOR ADDITIONAL INFORMATION, SEE 5/— ABOVE N CO O TOP OF PAN FLASHING IS BEHIND JAMB FLASHING. O O CONSTRUCT ROUGH OPENING SO THERE IS 1/2" MIN. CLEARANCE ON ALL SIDES. NOTCH FLOOR STRUCT. TO RECEIVE FLASHING & SEALANT. SLOPE DECK 1/4" PER FOOT AWAY FROM DOOR SILL. INSTALL DECK WATERPROOFING ON DECK & UP "L" FLASHING. INSTALL AWB ON WALL. INSTALL BRIDGE S.A.S.M. OVER AWB & DECK WATERPROOFING. INSTALL 24 GA G.S.M. BASE "L" FLASHING AROUND PERIMETER, BED IN SEALANT OR LIQUID MEMBRANE. VERTICAL LEG SHALL EXTEND LEAST 6" ABOVE TOP OF DECK INSTALL HEAD AND JAMB WINDOW AND DOOR FLASHING INTO DOOR OPENING. LAP WINDOW AND DOOR FLASHING OVER DECK WATERPROOFING. FABRICATE & INSTALL FULL SHT. MTL. PAN FLASHING FULLY BEDDED IN SEALANT AT DOOR SILL. ADJUST HORIZONTAL LEG OF FLASHING SO THAT BOTTOM LEG EXTENDS OUT ONTO DECK. NAIL VERTICAL LEG SECURELY, STRIP IN FLANGES OF PAN © JAMBS. WHEN DOOR FRAME IS ALUM. W/ NAILING FINS, BEFORE INSTALLING FRAME, APPLY HEAVY BED OF POLYURETHANE SEALANT. PRESS FRAME INTO SEALANT & FASTEN SECURELY. TOOL SEALANT ALONG JOINTS & REMOVE EXCESS AT FIN EDGES, STRIP IN FINS AT HEAD & JAMBS W/ S.A.S.M. BEFORE SETTING ALUMINUM DOOR SILL ON GALVANIZED FLASHING, ISOLATE WITH A LAYER OF MOD. BITUM. SHT. FLASHING. APPLY SHEATHING PAPERS TO WALL, WHERE REQUIRED. NOTE: REFER TO SPECIFIC DOOR HEAD, JAMB & SILL DETAILS FOR ADD'L NOTES & DIMENSIONS, INSTALLATION WILL VARY ACCORDING TO DOOR TYPE & MANUFACTURER. DIAGRAM: FLASHING AT EXTERIOR DOOR NO SCALE i i FLANGES, TYP. PVC COATED SHEET METAL SADDLE W/ FULLY SOLDERED WATERTIGHT SEAMS 4" FLANGES, TIP. REVIEWED FOR CODE C!' —a OCT 3 0 2017 BUREAU VERITAS NORTH AMERICA, IN REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of BurlingafAe Building Codes APPROVAL PENDING FINAL FIELD INSPECTION DATE_,_ REVIEWED BY NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 10 2 L. Ur) RENEWAL DATE 6-30-19 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: TYPICAL FENESTRATION 10 ISOMETRIC: SILL PAN FLASHING AT CORNER 7 TYPICAL DOOR SILL. FLASHING AT CONCRETE SLAB NO SCALE NO SCALE THRESHOLD PAN @ CONC. SLAB NO SCALE SCUPPER SADDLE 3" = 11-0" A11.5 FIRST, INSTALL CONTINUOUS AWB TO R.O. SECOND, INSTALL SELF -ADHERED WEATHER BARRIER CONTINUOUS ALONG ALL WALLS UP TO R.O. FRAMING (TYPICAL) EXTERIOR SHEATHING RECOMMENDED ROUGH OPENING DOUBLE TRIMMERS ARE RECOMMENDED RECOMMEND 3 INCH MIN. OF ROUGH FRAMING TO ALLOW FOR WINDOW FINS OF 1-1/2 INCH PLUS ROOM FOR NAIL LATH AWAY FROM THE WOOD FIN EXTERIOR HORIZONTAL SURFACES MUST SLOPE FRAMING 1/4 INCH PER FOOT MINIMUM FASTENERS AT TOP ONLY (TYPICAL) ONE PIECE, NON -ADHERING, SILL BIB, NO FASTENERS AT BOTTOM. BIB INSTALLED TO PREVENT MEMBRANES FROM STICKING TO THE FRAMING CONCRETE FOUNDATION ROUGH OPENING WIDTH )% ONE PIECE NON -ADHERING SILL BIB DIAGRAM -FLAT NON -ADHERED "BIB" FLASHING AT RECESSED WINDOW NTS (SEQUENCE 1 OF 11) GEO-FABRIC PIECES ONLY FOR DEAD LEVEL SLOPE WHERE OCCURS -1/8 INCH X 2 INCH WIDE X 8 INCH LONG GEO-FABRIC PIECES AT DEAD LEVEL HORIZONTAL EXTERIOR RECESSED WINDOW. SPACE STRIPS 12 INCHES APART. GEO-FABRIC STRIPS WILL EXPEDITE DRAINAGE. PROVIDE SLOPE IN FRAMING 5 GEO-FABRIC PIECES AT DEAD LEVEL RECESSED WINDOW NTS (SEQUENCE 4a OF 11) ROUGH OPENING WINDOW FRAME WITH NAILING FIN PPLY A FULL BEAD OF SEALANT BEHIND WINDOW NAILING FIN PRIOR TO INSTALLATION INTO ROUGH OPENING. ENSURE THAT SEALANT IS PRESSED BETWEEN THE FLASHING AND NAILING FIN. SEALANT BEHIND WINDOW FIN NEUTRAL CURE URETHANES PREFERRED: • SCHNEE-MOREHEAD, INC 7100 POLYURETHANE r SIKA • OR EQUAL THE INSIDE CORNER IS THE MOST COMMON MOISTURE INTRUSION FAILURE AREA NSTALL SELF -ADHERED UNREINFORCED MEMBRANE STRIP TO PROTECT PINHOLE GAP AT OUTER SILL -JAMB INTERSECTION @ SELF ADHERED CORNER PIECE -FLAT SELF -ADHERED UNREINFORCED OUTER CORNER PIECE AT RECESSED WINDOW 2 NTS (SEQUENCE 2 OF 11) 6 NTS SELF -ADHERED REINFORCED LOWER JAMB FLASHING INSTALLED TO COVER THE SILL FLASHINGS AND EXTEND UP AND LAP UNDER UPPER JAMB FLASHING • FOLD FLASHING PAPER AT INSIDE SILL AND HEAD/JAMB USING THE FOLDING DIAGRAMS BELOW LOWER JAMB FLASHING FOLDING DIAGRAM -FLAT LOWER JAMB FLASHING AT RECESSED WINDOW (SEQUENCE 5 OF 11) WINDOW FRAME SHOWN INSERTED INTO ROUGH OPENING • NAILING FIN TO BE INSTALLED OVER JAMB AND SILL FLASHING PIECES • AT WINDOW HEAD, JAMB AND SILL FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3 INCHES AND WITHIN 10 INCHES FROM CORNERS • NAILERS TO BE NO MORE THAN 16 INCHES ON CENTER • NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW • GALVANIZED FASTENERS ONLY 3 NTS RECESSED FOLDED CORNER FLASHING METRIC VIEW It FOLD CORNER@ CORNER OPENED, DOWN r 9P FOI D OVFR O3 CUT & FOLD OVER O AFTER INSTALLATION --INSTALL SELF ADHERED REINFORCED SILL FLASHING MATERIAL: • FOLD FLASHING PAPER (FOLLOW DIAGRAM BELOW AND SEQUENCE ABOVE). • AFTER SILL FLASHING IS INSTALLED, CUT MATERIAL USING THE DIAGRAM BELOW. HEIGHT OF ROUGH SILL DO NOT SPLICE OR CUT FOLDED CORNERS 1 ENING jr ONE PIECE SILL FOLDED CORNER FLASHING DIAGRAM - FLAT ONE-PIECE SILL FOLDING FLASHING SEQUENCE AT RECESSED WINDOW (SEQUENCE 3 OF 11) I SELF -ADHERED REINFORCED UPPER JAMB FLASHING INSTALLED TO LAP OVER LOWER JAMB FLASHING -FOLD FLASHING PAPER AT INSIDE HEAD/JAMB USING THE FOLDING DIAGRAMS BELOW j 3 INCH CODE REQUIRED MINIMUM LAP UPPER JAMB FLASHING FOLDING DIAGRAM -FLAT UPPER JAMB FLASHING AT RECESSED WINDOW 7 NTS (SEQUENCE 6 OF 11) INSTALL SELF -ADHERED REINFORCE HEAD FLASHING OVER NAILING FIN • FOLD USING FLASHING PAPER AT INSIDE HEAD/JAMB USING THE FOLDING DIAGRAM BELOW • HEAD FLASHING SPLICES MUST LAP MIN. 3 INCHES HEIGHT OF ROUGH SILL WIDTH OF ROUGH 1 OPENING - FOLD AND ATTACH ONE-PIECE REINFORCED SELF -ADHERED SILL FLASHING ONTO VERTICAL SURFACE AS SHOWN 3-INCH CODE REQUIRED MIN. LAP ONE-PIECE FOLDED SILL MEMBRANE AT RECESSED WINDOW 4 NTS (SEQUENCE 4 OF 11) INSTALL SELF -ADHERED REINFORCED MEMBRANE STRIP TO PROTECT PINHOLE GAP AT INSIDE HEAD -JAMB INTERSECTION 0 SELF ADHERED UNREINFORCED CORNER PIECE - FLAT SELF -ADHERED UNREINFORCED UPPER JAMB MEMBRANE AT RECESSED WINDOW 8 NTS (SEQUENCE 7 OF 11) PROVIDE DRIP ACCESSORY METAL UNDER BUILDING PAPER AT ALL HEAD CONDITIONS -- 60 MINUTE GRADE-D BUILDING PAPER. RECOMMEND INSTALLING 2 LAYERS THROUGHOUT ENTIRE EXTERIOR ENVELOPE. • BUILDING PAPER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS • BUILDING PAPER SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. • WHERE VERTICAL JOINTS OCCUR PAPER SHALL BE LAPPED NOT LESS THAN ONE STUD BAY. • NO BUILDING PAPER VERTICAL LAPS ALLOWED WITHIN 24 INCHES OF WINDOW SILL REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be c•nstrued to be a "permit For, or and approval .f any violation of the previsions of Burlingame Building Cods APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ul w O 0 rn rn RENEWAL DATE 6-30-19 F o -CALF 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: WINDOW FLASHING SEQUENCE SEALANT APPLIED BEHIND WINDOW FIN AT RECESSED WINDOW - NTS (SEQUENCE 8 OF 11) WINDOW FRAME INSERTED INTO ROUGH OPENING AT RECESSED WINDOW NTS (SEQUENCE 9 OF 11) 1 HEAD FLASHING AT RECESSED WINDOW NTS (SEQUENCE 10 OF 11) 12 BUILDING PAPER INSTALLATION AT RECESSED WINDOW NTS (SEQUENCE 11 OF 11) A11.6 12 ROOF PENETRATON; SEE MECH. AND PLUMB. DWGS CONT. SEALANT 0/ BACKER ROD FOAM TAPE S.S. DRAW BAND SEAL MEMBRANE LEADING EDGE, TYP. G.S.M. UMBRELLA FLASHING PVC FLASHING MEMBRANE STRIP; PROVIDE HEAT WELDED LAPS METAL FASTENER 0/DISC & FASTENER 4" 0.C. HEAT WELDED LAPS, TYP. SINGLE —PLY ROOF MEMBRANE 0/ADHESIVE PER ROOF MANUF. S.A.S.M. 1/4" DENSDECK PRIME 0/ SLOPED DECKING PLYWOOD ROOF SHEATHING 2X ROOF FRAMING; S.S.D. SEE A8.3 FOR FLOOR/CEILING ASSEMBLIES AT RATED ROOF ASSEMBLIES; PROVIDE FIRESTOPPING PER x z Q co FOAM BACKER ROD CAULK FILLED JOINT G.S.M. VENT WALL ASSEMBLY, SEE SCHEDULE ROOF PENETRATION TYP. THROUGH PENETRATION DETAIL 1-1/2"=1'-0" VENT AT WOOD STUD WALL 1-1/2"=1'-0" MECHANICAL EQUIMENT; SEE MECHANICAL, MOUNT LEVEL PROVIDE SCREEN TYP. TAMPER PROOF a" 0 LAG BOLTS nnA ITI .II In! IC` n C` 11 rnnr r`I [-AT STEEL WIRE MESH SLEEVE HOLD EDGES 1/4" BACK FROM FACE OF FIN. GYP. BD., TYP. CAULK FILLED JOINT MINERAL WOOL PACKING MATERIAL THRU & MEMBRANE PENETRATION SCHEDULE-WD/MTL STUD CONST. DESCRIPTION FLOOR! CLNG DETAIL WALL- 1 HR WALL- 2 HR DETAIL COPPER WATER PIPE UL. SYSTEM No. F-C-1040 F RATING -1 HR T RATING -1 HR 51- UL. SYSTEM No W-L-1001 F RATING -1 HR T RATING - N/A UL. SYSTEM No W-L-1001 F RATING - 2 HR T RATING - N/A 6/- S STEEL FIRE SPRINKLER PIPE UL. SYSTEM No. F-C-1040 F RATING -1 HR TRATING -1HR 5/- UL. SYSTEM No W-L-1001 F RATING -1 HR TRATING-N/A UL. SYSTEM No W-L-1001 F RATING - 2 HR TRATING-N/A 61- GSM. WATER HEATER FLUE UL. SYSTEM No. F-C-7001 F RATING -1 HR T RATING -1 HR 5/- • UL. SYSTEM No W-L-7012 F RATING -1 HR T RATING - N/A UL. SYSTEM No W-L-7012 F RATING - 2 HR T RATING - N/A 7/- GSM. DUCT UL. SYSTEM No W-L-7012 F RATING -1 HR T RATING - N/A UL. SYSTEM No W-L-7012 F RATING - 2 HR T RATING - N/A 7/- CAST IRON WASTE PIPE UL. SYSTEM No. F-C-1040 F RATING -1 HR T RATING -1 HR 5/- UL. SYSTEM No W-L-1001 F RATING -1 HR T RATING - N/A UL. SYSTEM No W-L-1001 F RATING - 2 HR T RATING - N/A 6/- STEEL CONDUCT UL. SYSTEM No. F-C-1040 F RATING -1 HR T RATING -1 HR 5/- UL. SYSTEM No W-L-1001 F RATING -1 HR T RATING - N/A UL. SYSTEM No W-L-1001 F RATING - 2 HR T RATING - N/A 6/- WASHING MACHINE BOX UL. SYSTEM No W-L-1001 F RATING - 1 HR T RATING - N/A UL. SYSTEM No W-L-1001 F RATING - 2 HR T RATING - N/A 8/A10.1 ELECTRICAL OUTLET UL. SYSTEM No W-L-1001RATI PRATING-1HR T RATING - N/A UL. SYSTEM No F RATING PRATING-2HR T RATING - NIA 3,4/A10.1 MEMBRANE PENETRATION SCHEDULE NOTES PENETRATIONS A DIA.SHALL NOT BE LIMITED TO THE OF PENETRATION DOES NOT OF NOT LESS THAN THE SHALL BE LINED W/ WALLBOARD THE WALL SHALL BE 24" APART MIN. IN 1. MEMBRANE PENETRATIONS DETAILS AND LISTINGS ARE SIM. THROUGH 2. DIMENSIONS DESCRIBED ARE MAX. PIPE OR DUCT SIZE 3.UL RATINGS ARE FOR PARTY WALLS AND FLOORS BETWEEN UNITS. 4. THROUGH PENETRATIONS AT FLOOR /CEILING ASSEMBLIES SHALL HAVE T-RATING NOT LESS THAN THE RATING OF THE FLOOR/CEILING ASSEMBLY 5.THROUGH PENETRATIONS AT FLOOR/CEILING ASSEMBLIES W/ A MAX. 6" PENETRATION OF A SINGLE FLOOR ASSEMBLY PROVIDED THAT THE AREA EXCEED 144 SQ. IN. PER 100 SQ. FT. 6. THROUGH PENETRATIONS AT WALL ASSEMBLIES SHALL HAVE AN F-RATING RATING OF THE WALL 7. WHEN 2x4 DBL. STUDS ARE USED IN WALL ASSEMBLIES STUD CAVITY 8. FIXTURES MOUNTED IN WALL OUTLET BOXES ON OPPOSITE SIDES OF ACCORDANCF W/ FIRF RESISTIVE ASSEMBLY GENERAL NOTES 1. ALL PENETRATIONS OF FIRE RATED FLOOR/CEILING ASSEMBLIES MUST COMPLY WITH 2013 CBC SECTION 714.4.1.1, EXCEPTIONS 1, 2 AND 3, AND 714.4.1.2, EXCEPTIONS 1-7. IF THE PENETRATIONS CANNOT COMPLY WITH THE EXCEPTIONS, FOLLOW THE LISTINGS SHOWN ON THIS SHEET OR SUBMIT A LISTED PENETRATION FIRE STOP SYSTEM AS SPECIFIED IN 2013 CBC SECTION 714.3.1.2 TO THE ARCHITECT AND CITY FOR APPROVAL PRIOR TO INSTALLATION. 2. ALL PENETRATION OF THE FIRE RATED WALLS MUST COMPLY WITH CBC SECTION 714.3.1, EXCEPTIONS 1 AND 2, AND 714.3.2, EXCEPTIONS 1-5. IF THE PENETRATION CANNOT COMPLY WITH THE EXCEPTIONS, FOLLOW THE LISTINGS SHOWN ON THIS SHEET OR SUBMIT A LISTED PENETRATION FIRE STOP SYSTEM AS SPECIFIED IN 2013 CBC SECTION 714.4.1.1.2, EXCEPTIONS 1 AND 2 TO THE ARCHITECT AND CITY FOR APPROVAL PRIOR TO INSTALLATION. 3. UL LISTING FROM THE 2012 UL DIRECTORY VOLUME 01. NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1"l VINI IINUVV.) LVVL VLL/11 BUILT UP CURB METAL FASTENER 4" O.C. PVC ROOF FLASHING MEMBRANE STRIP; PROVIDE HOT AIR WELDED LAPS LTP4, MIN. (2) EA. SIDE OF OPENING 18 GA. ANGLE BRACE ATTACH W/ #10 SHEET MTL. SCREW BACK DRAFT DAMPER W/ #10 SHEET METAL SCREWS 2 G.S.M. DUCT G.S.M. ANGLES, ATTACH TP WALL AND DUCT WALL ASSEMBLY, SEE SCHEDULE VENT THROUGH ROOF TYP. THROUGH PENETRATION DETAIL 1-1/2"=1'-0" 1-1/2"=1'-0" DUCT AT STUD WALL al VENT THROUGH ROOF 1-1/2"=1'-0" PLUMBING VENT REFER TO PLUMBING DRAWINGS CONT. SEALANT 0/ BACKER ROD FOAM TAPE S.S. DRAW BAND SEAL MEMBRANE LEADING EDGE, TYP. G.S.M. UMBRELLA FLASHING PVC FLASHING MEMBRANE STRIP; PROVIDE HEAT WELDED LAPS METAL FASTENER 0/DISC & FASTENER 4" O.C. SINGLE -PLY ROOF MEMBRANE 0/ADHESIVE PER ROOF MANUF. S.A.S.M. 1 /4" DENSDECK PRIME 0/ SLOPED DECKING PLYWOOD ROOF SHEATHING 2X ROOF FRAMING; S.S.D. AT RATED ROOF ASSEMBLIES; PROVIDE FIRESTOPPING PER SEE A8.3 FOR FL.R/CLG. ASSEMBLIES NOTE: ALL FLANGES OF 1 PIECE VENT PIPE FLASHING TO BE CONCEALED CONT. CAULK BEAD 1/4" MIN., TYP. 1 9. WHEN ELECTRIC OUTLETS OCCUR WITHIN 24" OF EACH OTHER ONE OF THE OUTLETS SHALL BE WRAPPED IN AIRTIGHT SHEET CAULKING (LOWRY PADS) 10. REFER TO LISTED U.L. SYSTEMS FOR A DETAILED DESCRIPTION OF ASSEMBLY AND COMPONENTS 11. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL PIPE PENETRATION DETAILS REQUIRING WATERPROOF SEAL METALLIC PIPE, CONDUIT, TUBE OR DUCT, TYP SEE THROUGH PENETRATION SCHEDULE INTUMESCENT ELASTOMERIC WRAP TAPE 2" NOM. WIDTH WALL ASSEMBLY, SEE SCHEDULE TYP. THROUGH PENETRATION DETAIL 1-1/2"=1'-0" PIPE AT STUD WALL /. �/4" MIN 1/2" MAX FIRE CAULK AT HOLE AND EDGES, TYP. FLOOR/CEILING ASSEMBLY; SEE SCHEDULE METALLIC PIPE, CONDUIT OR TUBE, TYP., SEE THROUGH PENETRATION SCHEDULE TYP. THROUGH PENETRATION DETAIL 1-1/2"=1'-0" PIPE AT WOOD FLOOR/CEILING 00 i j DOWNSPOUT BOOT OR OTHER PIPE PENETRATION IL l/(m=== CONT. SEALANT W/ BACKER ROD AT COLLAR, TYP. METAL COLLAR, TYP. LIGHT WEIGHT CONCRETE TOPPING SLAB; S.L.D. FOR PATTERN LIQUID MEMBRANE CANT DRAINAGE MAT COLD APPLIED WATERPROOFING ASSEMBLY; INSTALL PER MFR. SPECIFICATIONS LINK SEAL CONCRETE SLAB; S.S.D. PLAZA PENETRATION AT CORE DRILL 1-1/2"=1'-0" 8" MIN. TO ADJACENT PEN. OR WALL 00 a c DOWNSPOUT BOOT OR OTHER PIPE PENETRATION CONT. SEALANT W/ BACKER ROD AT COLLAR, TYP. METAL COLLAR, TYP. LIGHT WEIGHT CONCRETE TOPPING SLAB; S.L.D. FOR PATTERN LIQUID MEMBRANE CANT DRAINAGE MAT COLD APPLIED WATERPROOFING ASSEMBLY; INSTALL PER MFR. SPECIFICATIONS CONCRETE SLAB; S.S.D. CAST -IN -PLACE PLAZA PENETRATION; TYP. 1-1/2"=1'-0" PRE -FABRICATED 2 PIECE, PRIME AND SET IN PLASTIC ROOFING CEMENT PER MFR, SOLDER ALL SEAMS REIEWFtl FOR CODE COMPLIA?t. OCT 3 0 2011 BUREAU VtuufAS NORTH AMERICA, IL PIPE OR CONDUIT SEALANT ALL AROUND 7" WIDE ELASTOMERIC STRIP FLASHING WITH URETHANE COLOR COAT 1" BOND BREAKER TAPE ROOFING MEMBRANE FLASHING STRIP AT FLANGE EDGES; PROVIDE HEAT WELDED LAPS SINGLE -PLY ROOF MEMBRANE 0/ADHESIVE PER MANUF. PLYWOOD SHEATHING SINGLE -PLY ROOF CONT. PIPE PENETRATION N.T.S. PRE -FABRICATED COLLAR/FLANGE ASSEMBLY; PRIME AND SET IN PLASTIC ROOFING CEMENT PER MAFR. PRE -FABRICATED LEAD COLLAR/FLANGE ASSEMBLY REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE -�IPE PLNbIIVATION PRE -FABRICATED LEAD COLLAR/FLANGE ASSEMBLY; PRIME AND SET IN PLASTIC ROOFING CEMENT ROOFING MEMBRANE FLASHING STRIP AT FLANGE EDGES; PROVIDE HEAT WELDED LAPS SINGLE -PLY ROOF MEMBRANE 0/ADHESIVE PER MANUF. PLYWOOD SHEATHING 1 SINGLE -PLY ROOF PIPE STACK PENETRATION N.T.S. 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: THRU PENETRATION A11.7 17 , DRAIN MAT 0/WATERPROOFING 2-1/2" CONCRETE TOPPING SLOPED AT 1/4"/FT. SET STOP 0/SHIM TO ALLOW DRAIN MAT TO DRAIN PLY WD.; S.S.D. 1/2" GAP, TYP. PROVIDE SEALANT BED COMPOSITE WOOD; STAIN NOTE: SEE SHEET A11.10A&B FOR WATERPFOORING PRODUCT INFORMATION AND INSTALLATION INSTRUCTIONS COMPOSITE WOOD RAILING POST CONNECTION DECK FRAMING; S.S.D. SOFFIT VENT 3"=1'-0" 16 COMPOSITE WOOD RAILING, SMOOTH; SLOPE TO EXTERIOR; PAINT. W/TB1460S AT 12" O.C. TO STEEL ANGLE (BETWEEN POSTS), STAIN; TYP. GALVANIZED L 3"x 3"x i" W/ TB1475S TOP & SIDE TO POST CONTINUOUS 1x4 W/ TB1460S AT 12" O.C. TO STEEL ANGLE (BETWEEN POSTS) COMPOSITE WOOD BOTH SIDES, SMOOTH; PAINT WOOD POST: 4x4 © EQUAL SPACING & 6'-0" MAX. O.C.; PAINT. WOOD SLAT GUARDRAIL W/ WOOD CAP 3"=1'-0" 22 GA. G90 G.S.M. CONT. METAL CLIP FOR ATTACHMENT 1 CONTINUOUS SHEET OF BUTYL S.A.S.M. ACROSS TOP OF FRAME WALL COMPOSITE WOOD RAILING, SMOOTH; SLOPE TO EXTERIOR; PAINT 1i" WOOD CAP 3/4" REVEAL 3/4" METAL EDGE (UPSIDE—DOWN J—MOLD, PAINT) 5/8" FILLET BEAD OF SILICONE SEALANT 0/BOND BREAKER TAPE OF 1/2" WIDTH. 1/4" EA. ON HORIZONTAL & VERTICAL METAL SURFACE 4" STRIP OF BUTYL S.A.S.M. TO SEAL WALL —TOP J—MOLD AROUND FRAMING, TYP. 2 LAYERS W.R.B. 0/ A.W.B. LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY CEMENT PLASTER FINISH; SEE WALL SCHEDULE 22 GA. G90 G.S.M. CONT. METAL CLIP FOR ATTACHMENT II 14 1 CONTINUOUS SHEET OF BUTYL S.A.S.M. ACROSS TOP OF FRAME WALL COMPOSITE WOOD RAILING, SMOOTH; SLOPE TO EXTERIOR; PAINT 1i" WOOD CAP 3/4" REVEAL 3/4" METAL EDGE (UPSIDE—DOWN J—MOLD, PAINT) 5/8" FILLET BEAD OF SILICONE SEALANT 0/BOND BREAKER TAPE OF 1/2" WIDTH. 1/4" EA. ON HORIZONTAL & VERTICAL METAL SURFACE 4" STRIP OF BUTYL S.A.S.M. TO SEAL WALL —TOP J—MOLD AROUND FRAMING, TYP. 2 LAYERS W.R.B. 0/ A.W.B. LAP MIN. 6" VERTICALLY & 2" HORIZONTALLY STONE FINISH BOTH SIDES; SEE WALL SCHEDULE STONE GUARDRAIL W/ WOOD CAP 3"=1'-0" 12 11 10 ) CEMENT PLASTER BOTH SIDES STUCCO FINISH GUARDRAIL Q STONE FINISH GUARDRAIL 3/4"=1'-0" 3/4"=1'-0" CEMENT PLASTER BOTH SIDES STUCCO FINISH GUARDRAIL 7 STONE FINISH GUARDRAIL 3/4"=1'-0" 3/4"=1'-0" Th L) WOOD SLAT FINISH GUARDRAIL WOOD SLAT BOTH SIDES 3/4"=1'-0" • =l I WOOD SLAT BOTH SIDES COMPOSITE WOOD DECKING OVER REDWOOD SLEEPERS OVER ROOFING ALLOW SPACING IN SLEEPERS TO ALLOW FOR DRAINAGE 42" A.F.F. RAILING I MANUFACTURED STONE BOTH SIDES MANUFACTURED STONE BOTH SIDES 7 L I• • ENLARGED DECK PLAN - DECK AT UNIT 501 kij 1/4 —1-0 AREA DRAIN DECK FINISH FLOOR SLOPED TO DRAIN 1/4" PER FOOT E © 302 & 402 AREA DRAIN DECK FINISH FLOOR SLOPED TO DRAIN 1/4" PER FOOT © 202 AREA DRAIN DECK FINISH FLOOR SLOPED TO DRAIN 1/4" PER FOOT I- N N N i L LE L i N 00 ENLARGED DECK PLAN - DECK 1/4"=1'-0" AT UNITS 202, 302 & 402 u n AREA DRAIN © 203 DECK FINISH FLOOR SLOPED TO DRAIN 1/4" PER FOOT u • © 303 & 403 DECK FINISH FLOOR SLOPED TO EDGE 1/4" PER FOOT ENLARGED DECK PLAN - DECK 1/4"=1'-0" AT UNITS 203, 303 & 403 © 202 2 SIDES OF DECK © 402 2 SIDES OF DECK I1- I • REVIEWED FOR CODE COMPLIP OCT 3 0 2017 BUREAU VU ITAS NORTH AMERICA, ENLARGED DECK PLAN - DECK DECK FINISH FLOOR SLOPED TO EDGE 1/4" PER FOOT 1/4"=1'-0" AT UNIT 202 & 402 ©201 2 SIDES OF DECK ©301 & 401 • 2 SIDES OF DECK II DECK FINISH FLOOR SLOPED TO EDGE 1/4" PER FOOT w cc NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ■ J cc 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: DECK 15 STUCCO GUARDRAIL W/ WOOD CAP 3"=1'-0" o WOOD SLAT FINISH GUARDRAIL 3/4"=1'-0" ENLARGED DECK PLAN - DECK AT UNIT 501 1/4"=1'-0" I ENLARGED DECK PLAN - DECK 1/4"=1'-0" AT UNIT 201, 301& 401 A11.8 10 NOTE: SEE WINDOW DETAILS FOR NOTES NOT SHOWN HERE RAILING VERTICAL 1 /4"X 1 " FLATBAR; WELD TO ADJACENT FLATBAR; PAINT RAILING HORIZONTAL 1/2"X1" FLATBAR; WELD TO VERTICAL FLATBAR; PAINT RAILING: CONNECTION DETAIL RAILING VERTICAL 1 /4"X 1 " FLATBAR; WELD TO ADJACENT FLATBAR; PAINT 3"=1'-0" ci ENLARGED ELEVATION: RAILING 1 "=1'-0" FLATBAR; PAINT SUNSCREEN; PAINT 1 /2"x 1 " FLATBAR; PAINT 8 ENLARGED RENDERING & ELEVATION: RAILING & SUNSCREEN N.T.S. SUNSCREEN RAILING II II 11 II Igo IIIIIIIIIUIIIIIIIIIL I/ /IIIIIIIIIIIIIIIIII/II //// 1"r7\\- WALL ASSEMBLY PER SCHEDULE S.A.S.M. WEEP SCREED G.S.M. FLASHING; PAINT 2" CLR. MIN. BTWN. 4x10 ENDS & FLASHING CLIP —IN COVER TO PROTECT BOLTS FROM WATER EXPOSURE STRUCTURAL BRACKET, FASTEN THROUGH BLOCKING, SINGLE OR DOUBLE BLADE FOR 4x10 ATTACHMENT PER STRUCTURAL CHAMFERED 2"x CONTINUOUS ALL HEART REDWOOD, PAINTED i TRELLIS TO WALL CONNECTION 3"=1'-0" ALUM. PLATE OUTRIGGER; PAINT 4"x12" CEDAR, PAINT S.S.D. FOR CONNECTION DETAILS FLASHING OVER FINISH MATERIAL PER SCHEDULE, MIN. 1i" OVERLAP J—MOLD S.A.S.M. WALL ASSEMBLY PER SCHEDULE 1-1 /2"X3 ALUM. N, CENTER RECTANGULAR TUBE; PAINT / / PAINT /i L, El CONNECTION DETAIL 3"=1'-0" + i SECTION: TRELLIS 16) 1-1/2"=1'-0" EQ. EQ. F — B RACKET; 3X6 ALUM. RECTANGULAR TUBE FASCIA; PAINT 1-1/2"X3 ALUM. RECTANGULAR TUBE; PAINT ALUM. PLATE OUTRIGGER BEYOND, PAINT ALUM. PLATE OUTRIGGER, PAINT 3X6 ALUM. RECTANGULAR TUBE FASCIA; PAINT 1-1/2"X3 ALUM. RECTANGULAR TUBE; PAINT ENLARGED PLAN: TRELLIS 1/2"=1'-0" FACE OF WALL ALUM. PLATE OUTRIGGER, PAINT 3X6 ALUM. 10'-0" 10'-0" 10'-0" RECTANGULAR TUBE FASCIA; PAINT 1-1/2"X3 ALUM. RECTANGULAR TUBE; PAINT I 0 0 ENLARGED PLAN: TRELLIS 1/4"=1'-0" ABOVE UNIT 501 ROOF AND ROOF PARAPET, SEE ROOF DETAILS I ROOF AND ROOF PARAPET, SEE ROOF DETAILS cs w ENLARGED PLAN: TRELLIS 1/4"-1'-0" ABOVE UNIT 501 ft cl w ALUM. PLATE OUTRIGGER, PAINT 3X6 ALUM. REVirwrn'IR CODE COMPLIA OCT 30 2017 BUt�cH� WLn1INJ huttiH AMERICA, II 2 9" TYP. 1� -- INIM— ROOF AND ROOF PARAPET, SEE ROOF DETAILS RECTANGULAR TUBE FASCIA; PAINT 1-1 /2"X3 ALUM. RECTANGULAR TUBE; PAINT I ENLARGED PLAN: TRELLIS I 1/4"=1'-0" ABOVE UNIT 402 NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners U C� Z J ca 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: MISC. BUILDING A11.9A 1X4 WOOD SLAT; PAINTED 2" GAP ENLARGED ELEVATION: PRIVACY SCREEN 1/2"=1'-0" a\ AWNING TO WALL CONNECTION LJ 3=10 i 7- #4x3'-0" WELDED REB,AR ®Y2" O.C. T&B, TYP. = _ =r 0 lli EMBED CHANNEL C15x33.9 W/ 3/4" 0 NELSON STUDS x6" ® 24" O.C. 3A WALL ASSEMBLY PER SCHEDULE S.A.S.M. G.S.M. COVER; PAINT 3x BETWEEN BEAMS CAULK ALL AROUND S.A.S.M. WALL ASSEMBLY PER SCHEDULE WALL ASSEMBLY PER SCHEDULE V <TYP. (AT BEAM 5/16 CONNECTION) (2) i"0 A325 THROUGH BOLTS, TYP. II SECTION: AWNING 1 /4 D < TYP. 3"x3"x 1 /4" BENT PLATE EACH SIDE; PAINT WALL ASSEMBLY PER SCHEDULE NOTE: SEE DETAIL 3A/— FOR ADDITIONAL NOTES NOT SHOWN HERE " GAP MAX. 1/4" PERFORATED METAL PLATE; PAINT 6 1/2"x4"x1/4" BENT PLATE EACH SIDE; PAINT 1 "x18" FLATBAR; PAINT H.S.S. 6"x2"xl/4" EDGE BEAM; PAINT 1 /4 D <TYP. H.S.S. 6"x2"x1/4" BEAM, TYP.; PAINT 1-1/2"=1'-0" ENLARGED PLAN: AWNING 1 /2"_ 1 i-On i 1491 ENLARGED ELEVATION: AWNING I 1/2"=1'-0" 1"x18" FLATBAR ALL 3 SIDES; PAINT H.S.S. 6"x2"x1/4", TYP.; PAINT PROVIDE 12" HIGH STAINLESS STEEL LETTERING; FONT TO BE CONFIRMED BY ARCHITECT 1"x18" FLATBAR; PAINT REWr wrn rrtR CODE Co, OCT 3 0 2017 BUREAU rattails NORTH REVIEWED BURLINGAME BLDG DEPARTMENT This plan cheek Shall not be construed to be a'ermit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE___ NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners ui w 0 C7 0 41. .10.; 0 u1 C� Z J CO 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 / I \ 08-28-2017 BUILDING PERMIT REV. 02 CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: MISC. BUILDING AII.9B 11111III011III1•III=III1•1III101IIIMIII11111III1111I P111 z ID r I ■ VEHICULAR GATE: PLAN 1/2"=1'-0" 1111 I■ ■ ■ ■ ■ ■ ■ ■ ■ ■ PEDESTRIAN GATE: PLAN I 1/2"=1'-0" 4x4 H.S.S., PAINT PANEL, SEE 2A/- 4x4 H.S.S., PAINT VEHICULAR GATE, SEE 2A/- 4x4 H.S.S., PAINT 4x4 H.S.S., PAINT PEDESTRIAN GATE, SEE 2A/- 4x4 H.S.S., PAINT PANEL, SEE 28/- 4x4 H.S.S., PAINT 0 N 2'-0" 1'-4" WOVEN METAL 1" FLATBAR TEMPERED GLASS CORTEN STEEL PANEL 1" FLATBAR WOVEN METAL 1" FLATBAR CORTEN STEEL PANEL N 5'-3,, 10'-5" 6"6" X 5'-3" 7r_ 1'-4" • O -0 WOVEN METAL 1" FLATBAR TEMPERED GLASS WOVEN METAL CORTEN STEEL PANEL REVIEWED FOR CODE COMPLIANCE OCT 30 2017 BUREAU VERITAS NORTH AMERICA, INC. 7„ CORTEN STEEL PANEL VEHICULAR GATE; SEE 3&4/- 3A 1A VEHICULAR GATE: ELEVATION A VEHICULAR GATE: INDIVIDUAL ELEVATIONS 1/2"=1'-0" 1/2"=1'-0" 3'-0" • O N I I co 1" FLATBAR TEMPERED GLASS 1" FLATBAR WOVEN METAL CORTEN STEEL PANEL N .60 c -00 2'-2" CORTEN STEEL PANEL PEDESTRIAN GATE: ELEVATION 0 PEDESTRIAN GATE: INDIVIDUAL ELEVATIONS 1/2"=1'-0" L 1/2"=1'-0" REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the proviso of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY__._ DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 A CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED DETAILS: MISC. BUILDING AII.90 PRODUCT DATA SHEET BITUTHENE® DECK PREP® Low viscosity surface treatment used to level anc repair rough concrete cecks prior to installing Bituthene waterproofinc Product Description Bituthene® Deck Prep® is a low viscosity, two component, asphalt -modified urethane coating. It is used to level and repair rough concrete decks to which Bituthene waterproofing membranes will be applied. The VOC (Volatile Organic Compound) content is 10 g/L. Architectural and industrial maintenance regulations limit the VOC content in products classified as architectural coatings. Refer to Technical Letters at gcpat.com for the most current list of allowable limits. Advantages • Flexible -cures to rubber -like coating • Low viscosity -easy to use, self leveling compound • Fully adhered -seals to concrete substrate to provide temporary waterproofing layer • No primer necessary -apply directly to dry, unprimed concrete Bituthene Deck Prep is ideally suited as a: • Leveling agent for rough concrete decks for new and rehab construction • Non-structural repair material for defects in concrete decks for new and rehab construction • Temporary waterproofing layer • Primer layer for Bituthene waterproofing membranes Compatibility Bituthene Deck Prep is completely compatible with all other Bituthene products and with existing asphalt or coal tar -based waterproofing materials. It is also compatible with cured silicone Product Advantages • Flexible • Low viscosity • Fully adhered • No primer necessary Surface Preparation All surfaces must be dry and free from dirt, grease, oil, dust or other contaminants. Bituthene Deck Prep may be applied at temperatures of 25 °F (-4 °C) or above. Below 40 °F (5 °C), store in a warm place before application. Mixing Add the entire contents of the Part B container to Part A and mix for 3 to 5 minutes until uniform. Part A is black and Part B is clear. Take care to scrape material from the side and bottom of the containers to ensure thorough mixing. A low speed (150 rpm) mechanical mixer with flat paddle blades is required. Do not apply any material if streaks can be seen due to insufficient mixing. Once mixed, Bituthene Deck Prep should be poured directly onto the deck and spread with a squeegee over all areas that are to be waterproofed with Bituthene waterproofing membranes. Apply Bituthene Deck Prep within one hour after mixing. More time may be available at lower temperatures, however, at high temperatures thickening and curing may be faster. Material that has cured should be discarded. Supply Bituthene Deck Prep (Parts A & B) Unit size Weight per unit Units per pallet Physical Properties Property Color Part A Part B Mixture of Parts A and B Solids content Elongation Peel strength Flexibility, 180° bend T(25 mm) mandrel at over 1 in. -25 °F (-32 °C) andpolyurethane sealants. It is not compatible with creosote, pentachlorophenol, linseed oil or polysulfide-based sealants. For further compatibility qualifications consult Bituthene Technical Letters 4 and 10. Application Procedures Safety, Storage and Handling Information Bituthene products must be handled properly. Vapors from solvent - based primers and mastic are harmful and flammable. Protection Board Adhesive is extremely flammable. For these products, the best available information on safe handling, storage, personal protection, health and environmental considerations has been gathered. SDS (Safety Data Sheet) are available at gcpat.com and users should acquaint themselves with this information. Carefully read detailed precaution statements on product labels and the SDS before use. Bituthene Liquid Membrane Overburden Bituthene Hydroducte660 Bituthene Deck Prep Drawings are for illustration purposes only. Please refer to gcpat.com for specific application details. Bituthene Deck Prep should be applied in sufficient thickness to smooth all rough areas and fill all voids. The coverage rate is approximately 25 ft2/gal (0.6 m2/L) at % in. (1.5 mm) thickness. On very rough surfaces, the coverage could be lower. Apply material in thicknesses not to exceed 4 in. (13 mm) per coat. Bituthene Deck Prep will adhere to dry, unprimed concrete. The product will support light foot traffic after an overnight cure. For interior applications, it may remain tacky even after fully cured. Apply Bituthene waterproofing membranes directly to cured Bituthene Deck Prep. No priming or conditioning is necessary. Cleaning Clean tools and equipment with mineral spirits before Bituthene Deck Prep has cured. Mineral spirits is a combustible liquid and should be used only in accordance with the manufacturer's safety recommendations. Do not use solvents to clean hands or skin. 4gal (15.1 L) 44 lbs (20 kg) 24 Typical Value Black Clear Black 100% 250% minimum 5 lbs/in. (880 N/m) minimum Unaffected gcpat.com I Customer Service: 1-866-333-3726 Test Method ASTM D1644 ASTM D412 ASTM D903 ASTM D1970 We hope the information here wit be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of safe, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. Bituthene, Deck Prep and Hydroduct are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. Si Copyright 2016 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, 294 Clements Road, West, Ajax, Ontario, Canada L1 S 3C6. GCP0083 BIT-270-1216 THE BRAND YOU KNOW AND TRUST HAS A NEW NAME PRODUCT DATA SHEET BITUTHENE® SYSTEM 4000 Self-achesive HDPE waterproofing membrane with super tac<y compounc for use with Datented, water-basec 3ituthene® System 4000 Surface Concitioner Product Description Bituthene® System 4000 WaterProofing Membrane is a 1 /16 in. (1.5 mm) flexible, pre -formed membrane which combines a high performance, cross laminated, HDPE carrier film with a unique, super tacky, self-adhesive rubberized asphalt compound. Bituthene® System 4000 Surface Conditioner is a unique, water -based, latex surface treatment which imparts an aggressive, high tack finish to the treated substrate. It is specifically formulated to bind site dust and concrete efflorescence, thereby providing a suitable surface for the Bituthene® System 4000 Waterproofing Membrane. Conveniently packaged in each roll of membrane, System 4000 Surface Conditioner promotes good initial adhesion and, more importantly, excellent permanent adhesion of the Bituthene® System 4000 Waterproofing Membrane. The VOC (Volatile Organic Compound) content ntent of this product is 91 g/L. Architectural and Industrial Maintenance Regulations limit the VOC content in products classified as architectural coatings. Refer to Technical Letters at gcpat.com for most current list of allowable limits. Product Advantages • Excellent adhesion • Cold applied • Reduced inventory and handling costs • Wide application temperature range • Overlap security • Cross laminated, high density polyethylene carrier film • Flexible • UL approval Class A Fire Rating • Ripcord® Bituthene System 4000 Surface Conditioner Sprayer The Bituthene® System 4000 Surface Conditioner Sprayer is a professional grade, polyethylene, pump -type, compressed air sprayer with a brass fan tip nozzle. It has a 2 gal (7.6 L) capacity. The nozzle orifice and spray pattern have been specifically engineered for the optimum application of Bituthene® System 4000 Surface Conditioner. Hold nozzle 18 in. (450 mm) from substrate and squeeze handle to spray. Spray in a sweeping motion until substrate is uniformly covered. Sprayer should be repressurized bypumping as needed. For PP P 9 best results, sprayer should be maintained at high pressure during spraying. To release pressure, invert the sprayer and spray until all compressed air is released. Maintenance The Bituthene® System 4000 Surface Conditioner Sprayer should perform without trouble for an extended period if maintained properly. Sprayer should not be used to store Bituthene® System 4000 Corner Details The treatment of corners varies depending on the location of the corner. For detailed information on Bituthene® Liquid Membrane, see separate product information sheet. • At plaza deck to wall inside corners - Option 1: Apply membrane on wall and deck to within 1 in. (25 mm) of corner. Treat the inside corner by installing a 3/4 in. (20 mm) fillet of Bituthene® Liquid Membrane. Extend Bituthene® Liquid Membrane at least 2 1/2 in. (65 mm) onto deck membrane, and 21/ o wall membrane. Terminate top of wall flashing with Bituthene® Mastic, Bituthene® Liquid Membrane or termination bar. Option 2: Apply membrane on deck to within 1 in. (25 mm) of corner. Treat the inside corner by installing a 3/4 in. (20 mm) fillet of Bituthene® Liquid Membrane. Extend Bituthene® Liquid Membrane at least 2 1/2 in. (65 mm) onto wall. Option 3: Apply membrane on deck to within 1 in. (25 mm) of corner. Treat the inside corner by installing a 3/4 in. (20 mm) fillet of Bituthene® Liquid Membrane. Apply membrane flashing sheet on wall, over fillet and 6 in. (150 mm) onto deck membrane. Apply 1 in. (25 mm) wide troweling of Bituthene® Mastic or Bituthene® Liquid Membrane over all terminations and seams within 12 in. (300 mm) of corner. Terminate top of wall flashing with mastic, Bituthene® Liquid Membrane or termination bar. In planters, reflecting pools and fountains, apply membrane on wall and deck to within 1 in. (25 mm) of corner. Treat the inside corner by installing a 3/4 in. (20 mm) fillet of Bituthene® Liquid Membrane. Extend Bituthene® Liquid Membrane at least 2 1/2 in. (65 mm) onto deck membrane, and 2 1/2 in. (65 mm) onto wall membrane. Terminate top of wall membrane with Bituthene® Liquid Membrane or termination bar. Wall to wall inside corner, apply 12 in. (300 mm) sheet membrane strip centered on corner. Press membrane tightly into corner to assure full contact. Cover the treated corner Bituthene® Liquid Membrane or Bituthene" Mastic Bituthene® Liquid Membrane Bituthene. 4000 Waterprooging Membrane Bituthene" System 4000 Surface Conditioner Drawings are for illustration purposes only. Please refer to gcpat.com for specific application details. Hydroduct' 660 Surface Conditioner. The sprayer should be flushed with clean water immediately after spraying. For breaks in the spray operation of one hour or less, invert the sprayer and squeeze the spray handle until only air comes from the nozzle. This will avoid clogging. Should the sprayer need repairs or parts, call the maintenance telephone number on the sprayer tank (800-323-0620). with a full sheet of membrane to ensure 2-ply coverage. • Outside corners, apply 12 in. (300 mm) sheet membrane strip centered on corner. Cover the treated corner with a full sheet of membrane to ensure 2-ply coverage. Joints Properly seal all joints with waterstop, joint filler and sealant as required. Bituthene® membranes are not intended to function as the primary joint seal. Allow sealants to fully cure. Pre -strip all slab and wall cracks over 1/16 in. (1.5 mm) wide and all construction and control joints with 9 in. (230 mm) wide sheet membrane strip. Application on Horizontal Surfaces Apply membrane from the low point to the high point so that laps shed water. Overlap all seams at least 2 in. (50 mm). Stagger all end laps. Roll the entire membrane firmly and completely as soon as possible. Use a linoleum roller or standard water -filled garden roller less than 30 in. (760 mm) wide, weighing a minimum of 75 lbs (34 kg) when filled. Cover the face of the roller with a resilient material such as a 1/2 in. (13 mm) plastic foam or two wraps of indoor -outdoor carpet to allow the membrane to fully contact the primed substrate. Seal all T-joints and membrane terminations with Bituthene® Liquid Membrane at the end of the day. Protrusions and Drains Apply membrane to within 1 in. (25 mm) of the base of the protrusion. Apply Bituthene® Liquid Membrane 0.1 in. (2.5 mm) thick around protrusion. Bituthene® Liquid Membrane should extend over the membrane a minimum of 2 1/2 in. (65 mm) and up the penetration to just below the finished height of the wearing course. Flood Testing Flood test all horizontal applications with a minimum 2 in. (51 mm) head of water for 24 hours. Mark any leaks and repair when the membrane is dry. Before flood testing, be sure the structure will withstand the dead load of the water. For well -sloped decks, segment the flood test to avoid deep water near drains. Advantages • Excellent adhesion -special adhesive compound engineered to work with high tack System 4000 Surface Conditioner • Cold applied -simple application to substrates, especially at low temperatures • Reduced inventory and handling costs-Bituthene® System 4000 Surface Conditioner is included with each roll of membrane • Wide application temperature range -excellent bond to self and substrate from 25°F (-4°C) and above • Overlap security -minimizes margin for error under site conditions • Cross laminated, high density polyethylene carrier film - provides high tear strength, puncture and impact resistance • Flexible -accommodates minor structural movements and will bridge shrinkage cracks • UL approval Class A Fire Rating -see approvals section inside for details • Ripcord® -this split release on demand feature allows the splitting of the membrane into two (2) pieces for ease of installation in detailed areas Bituthene® membrane is ideal for waterproofing concrete decks where in-service temperatures will not exceed 130°F (54°C). It can be applied to split slab construction such as in plaza areas and parking decks. Interior uses may include mechanical rooms, laboratories, kitchens and bathrooms. (For below grade applications, see Below Grade Waterproofing Bituthene® System 4000.) Bituthene® waterproofing membrane is 1/16 in. (1.5 mm) thick, 3 ft (0.9 m) wide and 66.7 ft (20 m) long and is supplied in rolls. It is unrolled adhesive side down onto concrete slabs primed with Bituthene® System 4000 Surface Conditioner. Continuity is achieved by overlapping a minimum 2 in. (50 mm) and firmly rolling the joint. Bituthene® membrane is extremely flexible. It is capable of bridging shrinkage cracks in the concrete and will accommodate minor differential movement throughout the service life of the structure. Application Procedures Safety, Storage and Handling Information Bituthene® products must be handled properly. Vapors from solvent -based primers and mastic are harmful and flammable. For these products, the best available information on safe handling, storage, personal protection, health and environmental considerations has been gathered. Safety Data Sheets (SDS) are available at gcpat.com and users should acquaint themselves with this information, Carefully read detailed precaution statements on product labels and the SDS before use. Surface Preparation Surfaces should be structurally sound and free of voids, spalled areas, loose aggregate and sharp protrusions. Remove contaminants such as grease, oil and wax from exposed surfaces. Remove dust, dirt, loose stone and debris. Concrete must be properly dried (minimum 7 days for normal structural concrete and 14 days for lightweight structural concrete) If time is critical, Bituthene® Primer B2 or Bituthene® Primer B2 LVC may be used to allow priming and installation of membrane on damp surfaces or green concrete. Priming may begin in this case as soon as the concrete will maintain structural integrity. Use form release agents which will not transfer to the concrete. Remove forms as soon as possible from below horizontal slabs to prevent entrapment of excess moisture. Excess moisture may lead to blistering of the membrane. Cure concrete with clear, resin - based curing compounds which do not contain oil, wax or pigment. Except with Bituthene® Primer B2 or Bituthene® Primer B2 LVC, allow concrete to thoroughly dry following rain. Do not apply any products to frozen concrete. Repair defects such as spalled or poorly consolidated areas. Remove sharp protrusions and form match lines. For rough or uneven surfaces use Bituthene® Deck Prep® waterproofing membrane as a repair and levelingagent. See Bituthene® Deck P 9 Prep® waterproofing membrane product information sheet for details. On masonry surfaces, apply a parge coat to rough concrete block and brick walls or trowel cut mortar joints flush to the face of the concrete blocks. Temperature • Apply System Bituthene® S stem 4000 Membrane and Conditioner only in dry weather and when air and surface temperatures are 25°F (-4°C) or above. • Apply Bituthene® Primer B2 in dry weather above 25°F (-4°C). (See separate product information sheet.) Conditioning Bituthene® System 4000 Surface Conditioner is ready to use and can be applied by spray or roller. For best results, use a pump -type air sprayer with fan tipnozzle,like the Bituthene® System 4000 sp ayy Surface Conditioner Sprayer, to apply the surface conditioner. Apply Bituthene® System 4000 Surface Conditioner to clean, dry, frost -free surfaces at a coverage rate of 300 ft2/gal (7.4 m2/L). Coverage should be uniform. Surface conditioner should not be applied so heavily that it puddles or runs. Do not apply conditioner to Bituthene® membrane. Allow Bituthene® System 4000 Surface Conditioner to dry one hour or until substrate returns to its original color. At low temperatures or in high humidity conditions, dry time may be longer. Bituthene® System 4000 Surface Conditioner is clear when dry and may be slightly tacky. In general, conditioning should be limited to what can be covered within 24 hours. In situations where long dry times may prevail, substrates may be conditioned in advance. Substrates should be reconditioned if significant dirt or dust accumulates. Before surface conditioner dries, tools should be cleaned with water. After surface conditioner dries, tools should be cleaned with mineral spirits. Mineral spirits is a combustible liquid which should be used only in accordance with manufacturer's recommendations. Do not use solvents to clean hands or skin. Expansion Joints in Concrete Construction Bituthene® membrane is not an expansion joint filler or sealant, but may be used as an expansion joint cover only in limited, special situations, as shown in Figures 1 and 2. To adequately waterproof an expansion joint requires the use of materials specifically designed to do that job. Bituthene® waterproofing systems can, in most cases, be tied into expansion joint waterproofing and/or covering systems to provide full waterproofing protection on a project. Project designers and/or contractors should consult with expansion joint sealant and covering manufacturers for design and installation details. A partial listing of manufacturers is included in Technical Letter 11. Also, Section 05800 of Sweets, Expansion Control, and Section 07920, Sealant and Caulking, provide information on manufacturers and design possibilities. Designers should consider using gutters under critical expansion joints to provide a second line of defense against seal failure. Use of Bituthene® Membrane as an Expansion Joint Cover Figures 1 and 2 illustrate the use of Bitu-thene® membrane as an expansion joint cover. Conduct the flood test 24 hours after completing the application of Bituthene® waterproofing system. Immediately after flood test is completed, and all necessary repairs made, install Hydroduct® 660 Drainage Composite to protect the Bituthene® membrane from traffic and other trades. Membrane Repairs Patch tears and inadequately lapped seams with membrane. Clean membrane with a damp cloth and dry. Slit fishmouths and repair with a patch extending 6 in. (150 mm) in all directions from the slit and seal edges of the patch with Bituthene® Liquid Membrane. Inspect the membrane thoroughly before covering and make any repairs. Drainage Hydroduct® drainage composites are recommended for both active drainage and protection of the membrane. See Hydroduct® product information sheets. Protection of Membrane Protect Bituthene® membranes to avoid damage from other trades, construction materials or backfill. Place protection immediately in temperatures above 77°F (25°C) to avoid potential for blisters. • On horizontal applications, exposed to construction traffic, use Hydroduct® 660 Drainage Composite. Adhere as necessary to membrane with Preprufe® Detail Tape. Alternate methods of protection are to use 1/8 in. (3 mm) or 1/8 in. (6 mm) asphalt hardboard. In mud slab waterproofing, or other applications where positive drainage is not desired, and where reinforced concrete slabs are placed over the membrane, the use of 1/4 in. (6 mm) hardboard or 2 layers of 1/8 in. (3 mm) hardboard is recommended. • Cover any exposed Bituthene® membranes with weather resistant flashing such as copper, aluminum or neoprene. Install protection the same daythe membrane is applied or s IPP immediately after 24 hour flood testing. No waiting before backfill or application of wearing course is necessary. Use 0ituthene° Deck Prep Surface Treatment to smooth rough areas 9 in. (225 mm) Bituthene" Strip' i'ldroduct 660 Drainage Composite a or hardboard nhuthene' Liquid Membrane , or appropriate sealant Sacker rod Bituthene' Membrane Figure 1 Passive Joint Cover Hydroduct' 680 Drainage Composite or hardboard 9 in. (225 mm) inverted strip Full width of Bituthene Membrane' Bituthene- Membrane tB m aomm 5 ( ) Bituthene Str ip 1 wit Apply & •Membrane Espwniampintsystem m edge a expansion tam br other manufacturer • .w,...:e.rlo nen, .n.n.drn,5 na mean ,ae. na ,mq. e.3 (ISO nwnlinverte0.3n.a.a.m.. Figure 2 Active Movement Joint Insulation Always apply Bituthene® membrane directly to primed or conditioned structural substrates. Insulation, if used, must be applied over the membrane. Do not apply Bituthene® membranes over lightweight insulating concrete. Approvals • City of Los Angeles Research Report RR 24386 • Miami -Dade County Code Report NOA 04-0114.03 • U.S. Department of Housing and Urban Development (HUD) HUD Materials Release 628E • Bituthene® 4000 Membranes carry a Underwriters' Laboratory Class A Fire Rating (Building Materials Directory, File #R7910) when used in either of the following constructions: - Limited to noncombustible decks at inclines not exceeding 1/4 in. (6 mm) to the horizontal 1 ft (0.3 m). One layer of Bituthene® waterproofing membrane, followed by one layer of 1/8 in. (3 mm) protection board, encased in 2 in. (50 mm) minimum concrete monolithic pour. - Limited to noncombustible decks at inclines not exceeding 1 /4 in. (6 mm) to the horizontal 1 ft (0.3 m). One layer of Bituthene® waterproofing membrane, followed by one layer of DOW Styrofoam PD Insulation Board [2 in. (50 mm) thick]. This is covered with one layer of 2 ft x 2 ft x 2 in. (0.6 m x 0.6 m x 50 mm) of concrete paver topping. Warranty Five year material warranties covering Bituthene® and Hydroduct® products are available upon request. Contact your GCP sales representative for details. Technical Services Support is provided by full time, technically trained GCP representatives and technical service personnel, backed by a central research and development staff. BALCONY WATERPROOFING • TWO-PART POLYURETHANE COATING AT 120 MILS IN THICKNESS OVER THE RECOMMENDED PLYWOOD SHEATHING, SUCH AS GACOFLEX LM-60H, BY GACO WESTERN. WE WOULD ALSO HAVE NO OBJECTION TO TWO LAYERS OF SHEET MEMBRANE OVER 30 MILS OF ASPHALT MODIFIED SURFACE TREAMENT, SUCH AS BITUTHENE 4000 OVER BITUTHENE DECK PREP BY GRACE. PROVIDE PROPER PREPARATION OF THE SUBSTRATE, ENSURING THE SUBSTRATE IS CLEAN AND SUITABLE FOR APPLICATION OF THE COATING. • THE SYSTEM SHOULD INCLUDE A PROTECTION LAYER OVERLAIN WITH DRAINAGE COMPOSITE, SUCH AS W.R. MEADOWS 1/4" TYPE 3 PROTECTION COURSE AND HYDRODUCT 660 BY GRACE, RESPECTIVELY. Supply Bituthene® System 4000 Roll weight Palletization Storage System 4000 Surface Conditioner Ancillary Products Surface Conditioner Sprayer Bituthene° Liquid Membrane Preprufe° Detail Tape Bituthene Mastic Complementary Material Hydroduct' REVIEWED FOR CODE COMPLIANCL OCT 30 2017 BUREAU VERITAS NORTH AMER1CA, IN% 3ftx66.7ftroll (200ft2)[0.9mx20m(18.6m2)] 83 lbs (38 kg) gross 25 rolls per pallet Store upright in dry conditions below 95 ° F (e35 ° C). 1 x 0.625 gal (2.3 L) bottle in each roll of System 4000 Membrane 2 gal (7,6 L) capacity professional grade sprayer with specially engineered nozzle 1.5 gal (5.7 L) pail/125 pails per pallet or 4 gal (15.1 L) pail/48 pails per pallet 2 in. x 50 ft (50 mm x 15 m) ro1l/16 rolls per carton Twelve 30 oz (0.9 L) tubes/carton or 5 gal (18.9 L) pail/36 pails per pallet See separate data sheets Equipment by others: Soft broom, utility knife, brush or roller for priming Physical Properties for Bituthene® System 4000 Waterproofing Membrane Property Typical Value Test Method Color Dark gray -black Thickness 1/16 in. (1.5 mm) nominal ASTM D3767-method A Flexibility, 180° bend over 1 in. Unaffected ASTM D1970 (25 mm) mandrel at -25°F (-32°C) Tensile strength, membrane, die C 325 lbs/in.2 (2240 kPa) minimum ASTM D412 modified' Tensile strength, film 5,000 lbs/in.2 (34.5 MPa) minimum ASTM D882 modified - Elongation, ultimate failure 300% minimum ASTM D412 modified' of rubberized asphalt Crack cycling at -25°F (-32°C), 100 cycles Unaffected Lap adhesion at minimum application temperature Peel strength 9 lbs/in. (1576 N/m) ASTM D903 modified' Puncture resistance, membrane 50 lbs (222 N) minimum ASTM E154 Resistance to hydrostatic head 231 ft (71 m) of water ASTM D5385 Permeance 0.05 perms (2.9 ng/m2sPa) maximum ASTM E96, section 12-water method Water absorption 0.1% maximum ASTM D570 Footnotes: 1. The test is run at a rate of 2 in. (50 mm) per minute. 2. The test is conducted 15 minutes after the lap is formed and run at a rate of 2 in. (50 mm) per minute at 40°F (5°C). 3. The 180° peel strength is run at a rate of 12 in. (300 mm) per minute. 5 lbs/in. (880 N/m) ASTM C836 ASTM D1876 modified' Physical Properties for Bituthene® System 4000 Surface Conditioner Property Typical Value Solvent type Flash point VOC* content Application temperature Freeze thaw stability Freezing point (as packaged) Dry time (hours) * Volatile Organic Compound ** Dry time will vary with weather conditions gcpat.com I Customer Service: 1-866-333-3726 Water >140°F (>60°C) 91 g/L 25°F (-4°C) and above 5 cycles (minimum) 14°F (-10°C) 1 hour** We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. Bituthene, Bituthene Deck Prep, Hydroduct, Preprufe and Ripcord are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. ® Copyright 2016 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, GCP Canada, Inc.. 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. BIT-250 GCP0083_0616 gcp applied technologies REV I • INGAMEDEPAaTMENT BURL This plan B� hallnet be permit construed t0 b ovat os rni For, or and approval provisions violation osthe Codes BurlingameD PENDING FINAL FIELINSPECTION REVIEWED BY NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners uJ W 0 C� 0 co C.3)- BURLINGAME, CA n RENEWAL DATE 6-30-19 7a 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 A 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED WATERPROOFING SPECS Gaco Western Product Data Sheet: GACOFLEX° LM-60 LIQUID APPLIED POLYURETHANE ELASTOMERIC MEMBRANE GacoFlex LM-60 May 2012 Supersedes 10/11 DESCRIPTION: GacoFlex LM-60 is a 100% solids liquid applied two component coating that cures into a water resistant polyurethane elastomeric membrane. LM-60H is designed for application on horizontal and low slope surfaces, at the rate of at least four gallons per 100 square feet (15.14 L / 9.3 m2), to yield a 1/16" (.16 cm) thick membrane. LM-60V is designed for the same application rate and yield on vertical surfaces. USAGE: Intended primarily for use as a high build waterproofing membrane over concrete, metal and plywood. GacoFlex LM-60 has NSF ANSI Standard 61 approval to line potable water storage tanks 10,000 gallons and over, including when GacoFlex E-5320 is used as a primer. For non -potable water facilities where pH is less than 6.5 an acid resistant version of LM-60 is available for use. CONSISTENCY: LM-60H & LM-60V are thixotropic. LM-60H ranges between 25,000 to 40,000 centipoises at 75°F (24°C). LM-60V ranges between 100,000 to 160,000 centipoises at 75°F (24°C). COLOR: Black. APPLIED PRODUCT DATA WEATHERABILITY: GacoFlex LM-60 has excellent durability up to 180°F (82°C). LM-60 must be top coated or have roofing granules applied for exterior exposure, LM-60 will crack and become brittle in exterior applications if not protected. CHEMICAL RESISTANCE: TENSILE: HARDNESS: Excellent resistance to water immersion, good salt and alkali resistance. Excellent hydrolytic stability up to 150°F (66°C). LM-60AR version has good acid resistance (refer to the LM-60AR PDS for more information). ASTM D-412 Strength: Elongation: Permanent Set at Break: ASTM C836 Shore A Using type 00 hardness gauge Made in the USA 240 ± 10 psi (1.65 ± .07 MPa) 300% ± 20 10% Max. 77 Shore A min. @ 70°F (21°C) • gaco.com • 800.331.0196 LM-60 Page 2 ADHESION: TEAR RESISTANCE: WATER ABSORPTION: WATER VAPOR PERMEABILITY: LOW TEMPERATURE BRITTLENESS: PACKAGE: COVERAGE: SOLIDS: V.O.C.: TOXICITY: FLASH POINT: ADHESION: STORAGE STABILITY: THINNER: ASTM C836 Peel strength ASTM D-624 Die C Lb./In.Min. ASTM D-471 21 Days R.T. ASTM E-96 Procedure BW 100% R.H. Difference ASTM D-746 Pass @ -50°F (-45°C) PACKAGED PRODUCT DATA 11 lbf/inch (avg.) 30 (5.4 kg(f) / cm) 1% Max. 0.012 Perm Inches Four gallon (15.14 L) kit; 3% gallons (14.19 1) Polyol (Part A) in 5 gallon (18.92 L) container, plus one quart (.95 L) Iso (Part B) supplied separately. Mil Square Feet per Gallon: Applied Coverage: 1600 (39.2 m2 / L /.02 mm) 4 Gals./100 Sq. Ft. (15.14 L / 9.3 m2) to yield 1/16" (0.16 cm) thickness. Volume 100% None. GacoFlex LM-60 Part B is an isocyanate prepolymer. When mixed with the polyol side (Part A) use adequate ventilation, avoid breathing vapors or spray mist and prolonged or repeated contact with skin. When spraying use a particulate matter mask, an approved organic matter cartridge respirator or fresh air mask. LM-60 is certified by the National Sanitation Foundation to conform to the requirements of NSF Standard 61 - Drinking Water System Components - Health Effects for tanks 10,000 gallons and over without the use of GacoFlex E-5320 primer, and tanks 30,000 gallons and over when GacoFlex E-5320 is used as a primer. ASTM D-56 (Closed Cup) Above 200°F (93°C) Excellent adhesion to clean, dry, plywood and concrete. Primers may be required for other surfaces. See below for specific primer. One year at 50° to 80°F (10° to 27°C). GacoFlex T-5111 or T-5112. Normally not required, but may be thinned up to 10% by volume if necessary. GacoFlex LM-60 can be thinned when used in conjunction with potable water projects. Thinning more than 10% will exceed VOC requirements. Made in the USA • gaco.com • 800.331.0196 gebi LM-60 Page 3 PRIMER: Metals Plywood Galvanized Steel Concrete APPLICATION GacoFlex E-5320 or E-5388 None Required GacoFlex E-5320, E-5388 or U-5677 GacoFlex U-5677 & E-5320 or GacoFlex E-5481 MIXING Stir the polyol side (Part A) to suspend any settled pigment. Completely empty the iso (Part B) INSTRUCTIONS: container into the polyol side (Part A) and mower mix for five minutes, scraping the pail side several times. Use a power mixer that will thoroughly agitate the mix (electric or compressed air powered). A Jiffy Mixer PS21 has been found to work well with LM-60H or LM-60V. Combine fifteen volumes of polyol (Part A) with one volume of iso (Part B) for quantities less than four gallons. Power mixing is mandatory for quantities over two gallons. Extreme care is required to mix in materials on the side and bottom of the mixing container. POT LIFE: One hour at 70° to 80°F (21°C to 27°C). Can be extended to three hours by thinning with T-5112 (up to 10%). APPLICATION: For non -potable water applications: Trowel or squeegee as mixed. (Prime concrete surfaces with U-5677 & E-5320). Use a 5/16" x 5/16" V notched trowel or notched squeegee for application to 60 mil (1.52 mm) thickness. LM-60H is self -leveling on horizontal surfaces. LM-60V must be flat troweled to a smooth finish since it will not self level at a normal application. Contact Gaco Western for spray application information and for more information on potable water applications. Refer to specification for protection course or covering requirements. Use caution when backfilling or covering to avoid damage to the polyurethane membrane. WARNING - LM-60 in direct contact with aged or new SBS and EPDM sheet membranes could cause their swelling and deterioration through time due to the strong solvency of the process oil in LM-60. For specific Safety and Health information please refer to Material Safety Data Sheet. Made in the USA • gaco.com • 800.331.0196 BALCONY WATERPROOFING • TWO-PART POLYURETHANE COATING AT 120 MILS IN THICKNESS OVER THE RECOMMENDED PLYWOOD SHEATHING, SUCH AS GACOFLEX LM-60H, BY GACO WESTERN. WE WOULD ALSO HAVE NO OBJECTION TO TWO LAYERS OF SHEET MEMBRANE OVER 30 MILS OF ASPHALT MODIFIED SURFACE TREAMENT, SUCH AS BITUTHENE 4000 OVER BITUTHENE DECK PREP BY GRACE. PROVIDE PROPER PREPARATION OF THE SUBSTRATE, ENSURING THE SUBSTRATE IS CLEAN AND SUITABLE FOR APPLICATION OF THE COATING. • THE SYSTEM SHOULD INCLUDE A PROTECTION LAYER OVERLAIN WITH DRAINAGE COMPOSITE, SUCH AS W.R. MEADOWS 1/4" TYPE 3 PROTECTION COURSE AND HYDRODUCT 660 BY GRACE, RESPECTIVELY. OCT 3 0 2017 BUREAU VEIIITAS NORTH AMERICA, INt. .44 gcp applied technologies High impact, creep -resistant geocomposite and protection layer for use with GCP waterproofinc membranes on all horizontal applications Product Description Hydroduct 660 is a highly robust, preformed, 0.44 in. (11 mm) thick geocomposite drainage sheet system, comprising a high impact, studded polystyrene core. This is covered on one side with a nonwoven, needle punched polypropylene filter fabric and on the other side with a smooth polymeric film. This film allows the Hydroduct 660 to be placed against waterproofing membrane and should not Hydroduct 660 Drainage Composite is designed to collect and transport water to drainage outlets. It can be used on all horizon- tal applications regardless of the type of overburden and serves as a combination drainage and protection course for all GCP waterproofing membranes. The high strength, nonwoven geotextile is designed to maintain pemittivity while protecting the drainage composite from job site damage prior to, and during, the installation of the overburden. The high permittivity of the nonwoven geotextile facilitates the removal of water from a concrete pour, thus enhancing the concrete cure, as well as providing drainage after installation. The geotextile is securely bonded to the core to prevent intrusion of the fabric into the core during service. The high modulus backing film ensures compatibility when used with either Procor fluid applied water- proofing membranes, or with Bituthene waterproofing membranes. Product Advantages Universal horizontal application -suitable for all overburdens including concrete Damage and creep -resistant -high compressive strength core resists traffic loads and site damage to maintain drainage flow High flow capacity -drains 17 gal/min./ft (21 1 L/min./m) width • Enhances waterproofing -eliminates hydrostatic head build up • Securely bonded fabric -restricts intrusion into core Polymeric backing film -compatible with both sheet and liquid waterproofing membranes • Lightweight -easy to install without special equipment • Simple, convenient, drainage and protection layer -robust membrane protection Application Procedures Safety, Storage and Handling Information All construction products must be handled properly. Safety Data Sheets (SOS) are available at gcpat.com and users should acquaint themselves with this information. Carefully read detailed precaution statements on product labels and the SDS before use. Installation Hydroduct 660 can be placed over waterproofing membranes, concrete or wood providing job site conditions allow the compos- ite to remain as placed. Additional ballast consideration should be given in high wind exposures. Abut all edges tightly with the excess geotextile p laced over the adjacent roll in shingle fashion. To secure Hydroduct 660 around protrusions, apply Preprufe Detail Tape around the protrusion in a picture frame configura- tion. Cut Hydroduct 660 to fit snugly around the protrusion. Press Hydroduct 660 core firmly into the Preprufe Detail Tape. F(ydroduct 660 Drawings are for illustration purposes only. Please refer to gcpat.com for specific application details. Supply Hydroduct 660 Roll size Packaging Weight 4ftx50ft(1.2mx15.2m)200ft2(18.6m2) 6 rolls/pallet 50 lbs (21 kg)/roll Complementary Materials Preprufe Detail Tape Hydroduct Coil 600 2 in. x 50 ft (50 mm x 15 m) roll/16 rolls per carton 50 ft (15.2 m) roll Ph sical Properties Property Drainage Core Polymer Thickness Compressive strength Flow rate (gradient 1.0, load 172 kPa) Typical Value High impact polystyrene 0.44 in. (11 mm) nominal 18,000 lbs/ft2 (862 kPa) 17 gal/min./ft (211 L/min./m) Geotextile Type Polymer Weight Tensile strength Apparent opening size Flow rate CBR puncture Nonwoven Polypropylene 8.0 oz/yd2 (270 g/m2) 205 lbs (912 N) 80 U.S. sieve (0.177 mm) 90 gal/min./ft2 (3,668 L/min./m2) 600 lbs (2.66 kN) Hydroduct 660 should be covered promptly. Do not leave Hydroduct 660 exposed to sunlight for more than two weeks. Motor vehicles, construction equipment or other trades should not be allowed directly on the Hydroduct 660.. Test Method ASTM C366 method B ASTM D1621 ASTM D4716 ASTM D3776 ASTM D4632 ASTM D4751 ASTM D4491 ASTM D6241 gcpat.com I North America Customer Service: 1 -877-4AD-MIX1 (1-877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent. copyright, or other third party right. HYDRODUCT is a trademark, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published informa- tion as of the publication date and may not accurately reflect current trademark ownership or status. ® Copyright 2016 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc.. 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, 294 Clements Road, West, Ajax, Ontario, Canada Li S 3C6. 1-YD-088-0616 HYDRODUCT 660 THE BRAND YOU KNOW AND TRUST HAS A NEW NAME E gcp applied technologies NO. 712 MasterFormat: 07 10 00 PROTECTION COURSE Waterproofing Protection DESCRIPTION PROTECTION COURSE is a multi -ply, semi -rigid core composed of a mineral -fortified asphalt core formed between two outside layers of asphalt - impregnated reinforced mats, manufactured in accordance with ASTM D 6506. When properly applied by personnel trained in good waterproofing techniques, PROTECTION COURSE will absorb the impact of aggregate shock and normal jobsite foot traffic. It also protects the membrane waterproofing from penetration by sharp aggregate during backfilling and later settlement. PROTECTION COURSE is available in two types: PC-2, Standard Duty and PC-3, Heavy Duty. Both types are economical and convenient to use. USES PROTECTION COURSE is used in between slab construction, such as plaza decks, roof terraces, promenade decks, pedestrian concourses, tunnels, bathroom floors, showers, kitchens, mechanical rooms, parking garage decks, planter boxes, reflective pools, and foundation walls. PROTECTION COURSE is compatible with most currently popular dampproofing and waterproofing materials. FEATURES/BENEFITS • Tough, durable and lightweight ... panels are easily handled, quickly installed. • Full width fiberglass matting improves flexural strength. • Highly resistant to chemical action. • Performance is equally effective in above- or below -grade installations. • Unique dual facing offers compatibility with most currently popular waterproofing materials. • Economical and convenient to use. SEPTEMBER 2014 (Supersedes December 2008) PACKAGING 4' x 8' (1.22 m x 2.44 m) Panels TECHNICAL DATA ASTM D 6506, Class B PROTECTION BOARD REQUIREMENTS PC-2 PC-3 Puncture Strength 312 N (70 lbf) minimum 365 N (82 1bf) minimum Thickness 2.4 - 3.9 mm (0.095" - 0.155") 5.6 - 7.1 mm (0.220" - 0.280") Water Absorption 10.0% maximum 10.0% maximum Asphalt, % by weight 40% minimum 40% minimum Resistance to Decay (Classes A & B) Meets puncture requirements after completion of test Meets puncture requirements after completion of test Product conforming to ASTM D 6506, Class A also available by special order. APPLICATION NOTE: Prior to application, consult the waterproofing manufacturer to determine whether the polyethylene film facing on one side, or the asphalt -impregnated reinforced mat on the other side of PROTECTION COURSE, is approved as "compatible" to the specific waterproofing product being protected. PROTECTION COURSE is installed to form a continuous protective layer over the membrane waterproofing. The sheets can be easily cut with a roofer's knife for fitting at protrusions. Surface Condition ... The waterproofing membrane must be free of sharp projections, dirt, and dust. If water testing is desired, it should be made prior to placing PROTECTION COURSE. Note: PROTECTION COURSE should be applied at the end of each day's waterproofing to both horizontal and vertical surfaces. CONTINUED ON REVERSE SIDE ... W. R. MEADOWS, INC. P.O. Box 338 • HAMPSHIRE, IL 60140-0338 Phone: 847/214-2100 • Fax: 847/683-4544 1-800-342-5976 www.wrmeadows.com HAMPSHIRE, IL /CARTERSVILLE, GA /YORK, PA FORT WORTH, TX /BENICIA, CA /POMONA, CA GOODYEAR, AZ / MILTON, ON /ST. ALBERT, AB PAGE 2 ... PROTECTION COURSE #712 ... SEPTEMBER 2014 Horizontal Surfaces ... PROTECTION COURSE should be installed over the waterproofing membrane as soon as permissible by the membrane applicator or manufacturer. PROTECTION COURSE sheets should be butted together and cut to fit all intersecting surfaces and protrusions. If desired, joints may be covered with DETAIL STRIP from W. R. MEADOWS or roofer's glass reinforced tape embedded in hot asphalt as a secondary waterproofing system. (See PRECAUTIONS.) Vertical Surfaces ... For dampproofed and/or waterproofed vertical walls to receive backfill, PROTECTION COURSE should be butt jointed and, if necessary, temporarily held in place while backfilling. Backfilling •.. Backfilling against vertical walls should be done immediately using care and caution to avoid damaging the waterproofing application. Backfill material should not be dropped against PROTECTION COURSE in such a manner that it could drag the sheet down as the backfill drops. For horizontal applications, the waterproofing and PROTECTION COURSE should be installed just prior to the installation of the wearing surface. PRECAUTIONS Where PROTECTION COURSE is adhered to a waterproofing membrane, use an approved adhesive. Where taped joints are desired with tape set in hot asphalt, consult membrane manufacturer. PROTECTION COURSE is shipped on pallets with the polyethylene anti -stick sheet on the top or exposed side. PROTECTION COURSE should be stored on pallets and placed on a level surface. CAUTION: Do not apply PROTECTION COURSE over liquid waterproofing membranes containing volatile solvents until all of the solvent has evaporated. Consult membrane manufacturer for specific application details prior to placing PROTECTION COURSE. Read and follow application information and precautions. Refer to Safety Data Sheet for complete health and safety information. LEED INFORMATION May help contribute to LEED credits: • MR Credit 2: Construction Waste Management • MR Credit 4: Recycled Content • MR Credit 5: Regional Materials For most current data sheet, further LEED information, and SDS, visit www.wrmeadows.com. LIMITED WARRANTY W. R. MEADOWS, INC. warrants at the time and place we make shipment, our material will be of good qualityand will conform with ourpublished specifications in force on the date of acceptance P P of the order. Read complete warranty. Copy furnished upon request. Disclaimer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate and reliable. W. R. MEADOWS, INC. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As W. R. MEADOWS, INC. has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. © W. R. MEADOWS 2001 09/14-2M REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval cf any violation of the provisions •f Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE NOTICE: These drawings and specifications are the property and copyright of Levy Design Partners Inc. and shall not be used except by written agreement with Levy Design Partners z J No-; CC) RENEWAL DATE 6-30-19 0 1491 OAK GROVE AVE. APN: 029 100 050 APN: 029 100 040 BURLINGAME, CA PROJECT NO. 2014-12 DATE SET ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV. 01 n 08-28-2017 BUILDING PERMIT REV. 02 n CONTACT: TOBY LEVY (415) 777-0561 P (415) 777-5117 F SCALE: AS NOTED WATERPROOFING SPECS STRUCTURAL ENGINEER: PROVEST ABBREVIATIONS DETAIL 1 ON DRAWING S2.1 AT AND NUMBER OR POUND COLLECTOR EXISTING NEW A.B. ANCHOR BOLT ADDL ADDITIONAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH ARCHITECT OR ARCHITECTURAL ATS ANCHOR TIEDOWN SYSTEM AWS AMERICAN WELDING SOCIETY BLKG BLW BM B.0. BOT BTWN CBC CJ CL CMU COL CONC CONN CONT CP d DBL DET D.F. DIA DIM(S) D.J. D.L. DWG(S) EA EL EMBED EN E.S. ES OR ESR EQ E.W. EXT FL FTG BLOCKING BELOW BEAM BOTTOM OF BOTTOM BETWEEN CALIFORNIA BUILDING CODE CONSTRUCTION JOINT CENTERLINE CONCRETE MASONRY UNIT COLUMN CONCRETE OR CONCENTRATED CONNECTION CONTINUOUS COMPLETE JOINT PENETRATION WELD DIAMETER OR PENNY DOUBLE DETAIL DOUGLAS FIR DIAMETER DIMENSION(S) DOUBLE JOIST DEAD LOAD DRAWING(S) EACH ELEVATION EMBEDMENT EDGE NAILING EACH SIDE EVALUATION REPORT EQUAL EACH WAY EXTERIOR FLOOR FOOTING GA GAGE GALV GALVANIZED HDG HDR HGR HORIZ HSS HT HOT -DIPPED GALVANIZED HEADER HANGER HORIZONTAL HOLLOW STRUCTURAL SECTION HEIGHT IAPMO INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS ICC INTERNATIONAL CODE COUNCIL INFO INFORMATION ITL INDEPENDENT TESTING LABORATORY LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL Is LAP SPLICE LSL TIMBERSTAND LAMINATED STRAND LUMBER LVL MICROLLAM LAMINATED VENEER LUMBER MAX M.B. MECH MFR MISC MIN MISC MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MISCELLANEOUS MINIMUM MISCELLANEOUS NTS NOT TO SCALE OC OD OSB OPP ON CENTER OUTER DIAMETER ORIENTED STRAND BOARD OPPOSITE PL PLATE PP PARTIAL JOINT PENETRATION WELD PSF POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH PSL PARALLAM PARALLEL STRAND LUMBER PT PRESSURE TREATED PW STRUCTURAL PLYWOOD REINF REQ'D RET WALL REINFORCING REQUIRED RETAINING WALL S.A.D. SEE ARCHITECTURAL DRAWINGS S.C.D. SEE CIVIL/SITE DRAWINGS SCHED SCHEDULE SHT SHEET SHTG SHEATHING SIM SIMILAR STAG STAGGERED SOG SLAB ON GRADE SPEC(S) SQ STIFF STL STRUCT S.W. SYM T&B T&G THK TN T.O. TOC TYP SPECIFICATION(S) SQUARE STIFFENER STEEL STRUCTURAL SHEAR WALL SYMMETRICAL TOP & BOTTOM TONGUE & GROOVE THICK OR THICKNESS TOE NAIL TOP OF TOP OF CONCRETE TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL w/ WF w/o WP WS WT WITH WIDE FLANGE WITHOUT WORK POINT WATER STOP WEIGHT SYMBOLS AND LEGENDS E( El L- cz , r INDICATES WALL OR FRAMING BELOW INDICATES CONCRETE WALL ABOVE INDICATES WOOD STUDS WALL ABOVE FLOOR FRAMING. SEE WALL SCHEDULE ON SHEET -/--- INDICATES WOOD POST ABOVE FRAMING, SEE PLAN FOR SCHEDULE INDICATES STEEL POST ABOVE FRAMING, SEE PLAN FOR SCHEULE INDICATES CONCRETE COLUMN ABOVE FRAMING INDICATES SLAB ELEVATION CHANGES 'r INDICATES ELEVATION INDICATES SECTION OR DETAIL CUT INDICATES SIMPSOM FACE MOUNT HANGER. SEE DETAIL11 /S6.6 INDICATES SIMPSOM CONCEALED FLANGE HANGER. SEE DETAIL11 /S6.6 (C) INDICATES COLLECTOR BEAM TO RECEIVE DIAPHRAGM E.N. PER GENERAL NOTES illimoomommo INDICATES STEEL TO STEEL BEAM/COLUMN PINNED CONNECTION. INDICATES WOOD MEMBER TO STEEL MEMBER PINNED CONNECTION. i--- LU z o 5 cc) O LU CC .-fl--- LU n- z 0 5 co SHEETS NUMBER SHEET TITLE O w CC i LU Cl... z 0 5 m , SO.1 SHEETS INDEX, ABBREVIATIONS, SYMBOLS AND LEGENDS V V V SO.2 GENERAL NOTES 1 V V S0.3 GENERAL NOTES 2 V V V S1.1 TYPICAL CONCRETE DETAILS 1 V V S1.2 TYPICAL CONCRETE DETAILS 2 V V S1.3 TYPICAL CONCRETE DETAILS 3 V V S1.4 TYPICAL CONCRETE DETAILS 4 V V S2.0 BASEMENT I FOUNDATION PLAN V V S2.1 GROUND FLOOR PLAN V V V S2.1P GROUND FLOOR POST TENSION PLAN V V S2.1R GROUND FLOOR REINFORCEMENT PLAN V V V S2.2 SECOND FLOOR FRAMING PLAN V V V S2.2P SECOND FLOOR POST TENSION PLAN V V S2.2R SECOND FLOOR REINFORCEMENT PLAN V V V S2.3 THIRD FLOOR FRAMING PLAN V V V S2.4 FOURTH FLOOR FRAMING PLAN V V V _ S2.5 FIFTH FLOOR FRAMING PLAN V V V S2.6 ROOF FRAMING PLAN V V V S3.1 CONCRETE WALL ELEVATIONS 1 V V S3.2 CONCRETE WALL ELEVATIONS 2 V V S3.3 CONCRETE WALL SECTIONS AND DETAILS V V S4.1 CONCRETE COLUMN SECTIONS AND DETAILS V V S5.1 TYPICAL POST -TENSION DETAILS 1 V V S5.2 TYPICAL POST -TENSION DETAILS 2 V V S6.1 TYPICAL WOOD DETAILS 1 V V V S6.2 TYPICAL WOOD DETAILS 2 V V V S6.3 TYPICAL WOOD DETAILS 3 V V 2 S6.3A TYPICAL WOOD WALL SCHEDULE & DETAILS V S6.3B TYPICAL WOOD WALL SCHEDULE & DETAILS V S6.30 TYPICAL WOOD HEADER SCHEDULES & DETAILS V S6.4 TYPICAL WOOD DETAILS 4 V V S6.5 TYPICAL WOOD DETAILS 5 V V S6.6 TYPICAL WOOD DETAILS 6 V V S6.7 TYPICAL WOOD DETAILS 7 V V V S6.8 TYPICAL WOOD DETAILS 8 / V V S6.9 TYPICAL WOOD DETAILS 9 V V V S7.1 TYPICAL WOOD STAIRS DETAILS V V 2 S7.2 TYPICAL WOOD WALL SECTIONS & DETAILS V S7.3 TYPICAL WOOD WALL SECTIONS & DETAILS V S7.4 TIE SCHEDULE AND DETAILS V S7.5 TIE SCHEDULE AND DETAILS V S7.6 TYPICAL STEEL DETAILS V S8.1 TYPICAL WOOD SHEAR WALL DETAILS V REVIEWED FOR CODE CC OCT 3O; BUREAU VERITAS t1 REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shah not be construed to be ar it For, or and approval ofaof ny violation of the provisions Burlingame Building, Codes. APPROVAL PENDING FINAL FIELD INSPECTON REVIEWED BY DATE STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491 -1493 OAK GROVE AVE. DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 A JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: SHEETS INDEX, ABBREVIATIONS, SYMBOLS AND LEGENDS so.1 PLOT DATE: 9/26/2017 7:41:12 PM MANUFACTURED TIMBER BEAM NOTES 1. ALL PARALLAM (PSL), MICROLAM (LVL), AND TIMBERSTRAND (LSL) MEMBER CALLOUTS REFER TO PRODUCTS BY WEYERHAEUSER OR APPROVED EQUAL. 2. CUTTING, NOTCHING OR DRILLING OF MEMBERS MAY BE DONE ONLY WITH THE APPROVAL OF THE ENGINEER. 3. ALL PARALLAM (PSL) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Fb = 2,900 PSI Fv = 290 PSI E = 2,000,000 PSI EXPOSURE 1 4. ALL MICROLAM (LVL) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Fb = 2,600 PSI Fv = 285 PSI E=1,900,000 PSI EXPOSURE 1. 5. ALL TIMBERSTRAND (LSL) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Fb=2,325 PSI Fv= 310 PSI E=1,550,000 PSI EXPOSURE 1. 6. DO NOT USE PARALLAM, MICROLLAM OR TIMBERSTRAND MEMBERS WHERE THEY MAY BE EXPOSED TO THE WEATHER. PROTECT THESE MEMBERS FROM MOISTURE UNTIL CLOSED IN WITH FINISH CONSTRUCTION. 7. GLUED LAMINATED MEMBERS SHALL BE MANUFACTURED ACCORDING TO AITC 117 "THE STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED DOUGLAS FIR TIMBER", LASTEST EDITION. ADHESIVE SHALL BE FOR WET CONDITION OF SERVICE AND AN AITC CERTIFICATE OF INSPECTION IS REQUIRED. GLUED LAMINATED BEAMS SHALL HAVE THE FOLLOWING MIN SPECS:: BENDING Fb (BOTTOM FIBERS)= 2400 PSI BENDING Fb (TOP FIBERS) - SINGLE SPAN= 1200 PSI BENDING Fb (TOP FIBERS) - MULTIPLE SPANS OR CANTILEVERS= 2400 PSI HORIZONTAL SHEAR Fv= 165 PSI E= 1800 KSI PROVIDE CAMBERS AS NOTED ON DRAWINGS. APPEARANCE GRADE SHALL BE: INDUSTRIAL, WHEN CONCEALED FROM VIEW. ARCHITECTURAL, WHEN EXPOSED TO VIEW. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SHEATHING NOTES 1. ALL SHEATHING SHALL BE PLYWOOD STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD (PS 1) WITH EXTERIOR GLUE. COMPOSITE OR NON -VENEERED PANELS SHALL COMPLY WITH NATIONAL RESEARCH BOARD REPORT NER-108, SUBFLOOR ADHESIVE: APA SPECIFICATION AFG-01. INSTALL PLYWOOD AND NON -VENEERED PANELS PER APA CONSTRUCTION GUIDE, LATEST EDITION. ORIENTED STRAND BOARD (OSB) SUBSTITUTION IS NOT ACCEPTABLE. 2. SHEATHING SCHEDULE: ROOF: 5/8" T&G APA RATED SHEATHING, 40120, EXPOSURE 1 FLOOR: 3/4" T&G APA RATED SHEATHING, 48/24, EXPOSURE 1 WALLS: 1/2" APA STRUCTURAL I RATED SHEATHING 32/16, EXPOSURE 1 3. GLUE FLOOR SHEATHING TO JOISTS WITH A CONTINUOUS BEAD OF CONSTRUCTION GRADE ADHESIVE (ASTM D 3498) AND NAIL WITHIN 10 MINUTES OF GLUEING. 4. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND APPROVED BY THE CITY INSPECTOR PRIOR TO COVERING. 5. PLYWOOD FACE GRAIN SHALL BE PERPENDICULAR TO JOISTS. 6, WHERE BLOCKED DIAPHRAGM IS INDICATED ON PLANS, ALL UNSUPPORTED FLOOR OR ROOF SHEATHING EDGES SHALL BE BLOCKED WITH 3X4 MINIMUM FLAT BLOCKING. 7. FLOOR AND ROOF SHEATHING PANELS SHALL BE STAGGERED 4'-0". 8. MINIMUM PANEL WIDTH SHALL NOT BE LESS THAN 24 INCHES. 9. SHEATHING SHALL ABUT ALONG THE CENTERLINE OF FRAMING MEMBERS WITH NAILING NOT LESS THAN 3/8" FROM EDGE OF SHEETS AT THE FOLLOWING SPACINGS: SHEATHING NAILING SCHEDULE (UNO): SHEATHING LOCATION SHEATHING THICKNESS NAIL SIZE NAIL SPACING NAIL EDGE/COLLECTOR IN-ERMEDIATE SPACING ROOF 5/8" T&G 10d 6" 12" FLOOR 314" T&G 10d 4" 12" WALL 1/2" SEE SHEARWALL SCHEDULE 10. ALL WALL SHEATHING SHALL BE APPLIED DIRECTLY TO THE STUD WITH STUD SPACING NO GREATER THAN 16" OC. 11. PROVIDE BLOCKING FOR ALL EDGES OF WOOD SHEATHED SHEARWALL. 12. PROVIDE 3x (OR 4x) MEMBERS (OR DOUBLE 2x TOP PLATES) AT ALL SHEATHING EDGES FOR SHEARWALL WHERE NAILING IS EQUAL OR LESS THAN 4" OC. 13. SHEARWALLS SHALL RUN BETWEEN, AND BE CONNECTED TO, UNDERSIDE OF ROOF OR FLOOR SHEATHING WITH APPROVED BLOCKING AS REQUIRED AND SHALL CONNECT TO FLOOR OR FOUNDATION BELOW. 14. WHERE SHEARWALL CONNECTIONS ARE NOT SPECIFICALLY DETAILED ON THESE DRAWINGS, CONSTRUCTION SHALL BE PER TYPICAL DETAILS AND SHEARWALL SCHEDULE. 15. ALL EXTERIOR WALLS NOT NOTED AS SHEARWALLS SHALL BE SHEATHED WITH SHEATHING AND FASTENED AS A TYPE-6 SHEARWALL PER SHEARWALL SCHEDULE, INCLUDING ABOVE AND BELOW ALL WALL OPENINGS, AND GABLED WALLS. TESTS, INSPECTIONS AND OBSERVATIONS NOTES 1. TESTS AND SPECIAL INSPECTIONS SHALL BE PROVIDED FOR ALL ITEMS AS REQUIRED BY THE CBC, CHAPTER 17. 2. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING AN ITL TO PERFORM ALL REQUIRED TESTING AND INSPECTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ITL WITH CONSTRUCTION SCHEDULES TO ENSURE PROPER COORDINATION OF WORK. 4. THE FOLLOWING ITEMS SHALL BE INSPECTED BY THE ITL: a. CONCRETE DURING THE TAKING OF TEST SPECIMENS AND PLACING OF CONCRETE. b. REINFORCING STEEL AND TENDONS DURING PLACING FOR CONFORMANCE TO THE STRUCTURAL DRAWINGS AND REVIEWED SHOP DRAWINGS PRIOR TO THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE. c. GRADING, EXCAVATION AND FILLING. d. NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF SHEARWALLS WITH EDGE NAIL SPACING LESS THAN OR EQUAL TO 4" OC. e. STRUCTURAL WELDING. f. STEEL CONSTRUCTION. g. ANCHOR TIEDOWN SYSTEM h. WATER STOPS 5. IN ADDITION TO SPECIAL INSPECTIONS, THE FOLLOWING SPECIFIED ITEMS SHALL RECEIVE PERIODIC STRUCTURAL OBSERVATION BY THE ENGINEER: a. REINFORCING STEEL AND TENDONS PRIOR TO CONCRETE POUR b. ANCHOR TIEDOWN SYSTEM IN WALLS AND CONCRETE c. NAILING OF PLYWOOD ON WALLS, FLOORS AND ROOFS d. STRUCTURAL STEEL CONSTRUCTION 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SPECIAL INSPECTOR A MINIMUM OF 48 HOURS (EXCLUDING WEEKEND DAYS) PRIOR TO THE TIMES OF REQUIRED INSPECTIONS AND OBSERVATIONS. ANCHOR TIEDOWN SYSTEM NOTES 1. MULTI -STORY HOLDOWN ANCHOR TIEDOWN SYSTEM SHALL BE ANCHOR TIEDOWN SYSTEM (ATS) BY SIMPSON STRONG -TIE COMPANY, INC.. (NO KNOWN EQUAL) 2. ANCHOR TIEDOWN SYSTEM SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND ICC REPORT. 3. TYPICAL DETAILS PROVIDED ARE FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL ALL HARDWARE AS REQUIRED TO CONFORM TO MANUFACTURER'S SPECIFICATIONS. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW PRIOR TO COMMENCEMENT OF INSTALLATION. 5. ALL STEEL SHALL BE HOT -DIPPED GALVANIZED. 6. COSTS FOR EVALUATING SUBSTITUTIONS SHALL BE PAID IN FULL BY THE OWNER, WHO SHALL BE REIMBURSED IN FULL BY THE CONTRACTOR. THESE COSTS SHALL INCLUDE THE ENGINEER'S COST FOR REDESIGNING TIEDOWNS AND SHEARWALLS AND DESIGNING AND DOCUMENTING NEW OR REVISED DETAILS AS NEEDED. TIEDOWNS SHALL HAVE ICC APPROVED. WOOD NOTES 1. ALL WOOD CONSTRUCTION SHALL BE PER CBC CHAPTER 23. 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH AND MUST CONFORM TO THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. REFER TO THE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL APPEARANCE REQUIREMENTS. ALL PRESSURE TREATED LUMBER TO BE STAMPED BY AN APPROVED GRADING AGENCY. 3. STRUCTURAL LUMBER SHALL BE: a. BEAMS NO. 1 b. POSTS NO. 1 c. STUDS NO. 2 (2x4, 3x4, 2x6 AND 3x6) d. JOISTS NO. 2 4. STUD AND POST SIZES SHALL BE (UNLESS OTHERWISE NOTED): a. STUDS AT EXTERIOR WALLS PER STUD WALL SCHEDULE b. STUDS AT INTERIOR WALLS PER STUD WALL SCHEDULE c. POSTS 4x6 MINIMUM, UNLESS OTHERWISE NOTED, (WIDTH TO MATCH BEAM WIDTH ABOVE AND DEPTH TO MATCH WALL THICKNESS) 5. ALL STRUCTURAL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT TIME OF INSTALLATION. 6. ALL NAILS USED IN TIMBER -TO -TIMBER CONNECTIONS SHALL BE COMMON WIRE NAILS AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODES. WHERE NAILS TEND TO SPLIT THE WOOD, NAIL HOLES SHALL BE PREDRILLED. 7. ALL NAILS CONNECTING PRE -MANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC) TO TIMBER SHALL CONFORM TO THE MANUFACTURER'S CATALOGUE AND APPLICABLE ICC-ES EVALUATION REPORTS. 8. ALL STUD WALLS SHALL HAVE 2x FIRE BLOCKING AT 10'-0"o.c. MAXIMUM. 9. WALL STUDS SHALL ALIGN WITH FLOOR AND ROOF JOISTS FOR FULL HEIGHT OF STRUCTURE. 10. 2x BLOCKING SHALL BE INSTALLED BETWEEN JOISTS AND RAFTERS OVER SUPPORTS. 11. WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, PRESSURE TREATED DOUGLAS FIR -LARCH SHALL BE USED. 12. UNLESS NOTED OTHERWISE, ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE ANCHORED WITH 5/8" DIAMETER ANCHOR BOLTS WITH 7" EMBEDMENT @ 4'-0" OC w/ 3"x3"x.229" PLATE WASHERS. 13. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH WASHERS. NO UPSET THREADS ARE ALLOWED, UNLESS OTHERWISE NOTED. 14. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT THE ENDS OF ALL BEAMS OR GIRDER TRUSSES WHERE POSTS ARE NOT SHOWN. 15. PROVIDE SOLID BLOCKING AT BEARING WALLS UNDER PERPENDICULAR PARTITIONS. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS. 16. MINIMUM SPLICE NAILING OF DOUBLE PLATES TO BE AS FOLLOWS: SIXTEEN (16) 16d EACH SIDE OF SPLICE WITH NO ADJACENT SPLICE WITHIN 4'-0". SEE TYPICAL DETAIL FOR ADDITIONAL INFORMATION. 17. FACE NAIL TWO PIECE BUILT-UP BEAMS WITH 16d AT 12"o.c. STAGGERED AT TOP AND BOTTOM TO ALTERNATE SIDES OF BEAM. PROVIDE ADDITIONAL ROW OF NAILING AT ALL BEAMS GREATER THAN 12" DEEP. 18. BOLT HOLES IN WOOD SHALL BE THE DIAMETER OF THE BOLT PLUS 1116", MAXIMUM. 19. PRE -DRILL ALL HOLES FOR 20d AND LARGER NAILS, SPIKES AND LAG BOLTS. LEAD HOLES FOR LAGS SHALL BE AS FOLLOWS: a. SHANK PORTION: SAME DIAMETER AND LENGTH AS SHANK. b. THREADED PORTION: 60% TO 75% OF THE DIAMETER OF THE THREAD AND THE SAME LENGTH AS THREAD. 20. HOLES FOR PIPES EXCEEDING ONE-THIRD OF THE PLATE WIDTH SHALL NOT BE PLACED IN PARTITIONS USED AS SHEAR WALLS AND BEARING WALLS UNLESS OTHERWISE DETAILED. PIPES SHALL PASS THROUGH THE CENTER OF THE PLATES. NOTCHING IS NOT ALLOWED. REFER TO TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS. 21. PROVIDE 2x SOLID BLOCKING OVER SUPPORTS BETWEEN JOISTS AND RAFTERS. PROVIDE 2x SOLID BLOCKING AT A MINIMUM OF 8'-0" OC FOR SOLID SAWN JOISTS WHERE SHEATHING OR GYPSUM BOARD IS NOT APPLIED TO TOP AND BOTTOM OF JOISTS FOR ENTIRE LENGTH OF JOIST. 22. ALL PREMANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) SHALL BE BY SIMPSON STRONG TIE COMPANY, INC. UNLESS NOTED OTHERWISE. 23. RETIGHTEN ALL BOLTS BEFORE CLOSING IN. 24. ALL BOLTS, SCREWS, NAILS AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT -DIPPED GALVANIZED. ALL BOLTS, SCREWS, NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL PER CBC SECTION 2304.9.5, AND IN COMPLIANCE WITH CONNECTOR MANUFACTURER'S RECOMMENDATIONS AND ASTM A153, CLASS D. 25. ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR BEARING WALLS, 2 HOUR FIRE RATED STAIR WALLS AND 3 HOUR FIRE RATED SEPARATION WALLS SHALL USE FIRE RETARDANT TREATED WOOD PER CBC SECTION 2303.2. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS. ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653. WOOD SHRINKAGE THE ARCHITECTURAL, PLUMBING, ELECTRICAL, AND MECHANICAL SYSTEMS SHALL BE DESIGNED TO ACCOUNT FOR CUMULATIVE VERTICAL SHINKAGE DUE TO LUMBER DRYING AND DEFLECTIONS DUE TO BUILDING SELF WEIGHT PER CALIFORNIA BULDING CODE 2303.7 AND 2304.3.3. LUMBER DRYING SHRINKAGE IS BASED ON PLYWOOD WEB JOIST FRAMING AND 15 PERCENT FOR SOLE AND TOP PLATES AND A FINAL MOISTURE CONTENT OF 9%. BUILDING WOOD SHRINKAGE SCHEDULE LEVEL I VERTICAL DISPLACEMENT F _OOR JOISTS RER FLOOR (INCHES) CUMULATIVE (INCHES) ROOF-5TH 318" 1 1/2" TJI JOISTS 5TH-4TH 318" 1 1/8" TJI JOISTS 4TH-3RD 318" 3/4" TJI JOISTS 3RD-2ND 3/8" 3/8" TJI JOISTS TRUS JOIST NOTES 1. TRUS JOISTS SHALL BE TJI JOIST SERIES MANUFACTURED BY WEYERHAEUSER. 2. ALL CUTTING, NOTCHING AND DRILLING OF TRUS JOISTS MAY BE DONE ONLY IN ACCORDANCE WITH THE DETAILS PROVIDED BY THE MANUFACTURER. 3. TEMPORARY BRACING AND BRIDGING PER MANUFACTURER'S RECOMMENDATIONS SHALL BE INSTALLED TO HOLD TRUS JOISTS PLUMB UNTIL PERMANENT FLOOR OR ROOF SHEATHING IS INSTALLED. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING: W AND WT SHAPES ASTM A992 (Fy=50ksi) HSS SHAPES ASTM A500, GRADE B OTHER SHAPES PLATES ELECTRODES HIGH STRENGTH BOLTS MACHINE BOLTS ANCHOR BOLTS WELDED STUDS ASTM A36 ASTM A36 ASTM E70XX ASTM A325-X ASTM A307 ASTM F1554, GRADE 55 WELDABLE TYP, UNO ASTM A108 2. ALL STRUCTURAL STEEL SHALL CONFORM TO AISC 360, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." 3. BOLT HOLES SHALL BE 1/16" OVERSIZED, EXCEPT AT BASE PLATES WHERE THEY CAN BE 5/16" OVERSIZED. 4. ALL SHOP AND FIELD WELDING SHALL BE INSPECTED BY AN APPROVED TESTING LABORATORY. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17, 2010 CBC, APPLY TO ALL WELDING. 5. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST AWS STRUCTURAL WELDING CODE AND SHALL BE PERFORMED BY CERTIFIED WELDERS. 6. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, USING NOT LESS THAN THE MINIMUM SIZE BASED ON THICKNESS OF THICKER PART JOINED PER AISCIAWS, AND IN NO CASE LESS THAN 114" UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES ESPECIALLY WITH RELATION TO TEMPERATURE DIFFERENTIALS, ERECTION TOLERANCES, AND WITH RESPECT TO STRUCTURAL STEEL FRAMING INTO REINFORCED CONCRETE WALLS. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC LOAD LATERAL RESISTING SYSTEM SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT -LB AT 0 DEGREES FAHRENHEIT AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION TEST METHOD OR MANUFACTURER CERTIFICATION. 8. STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO STEEL FABRICATION. AS A MINIMUM, THE SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: a. STRUCTURAL STEEL MEMBERS AND MATERIALS b. CONNECTION PLATES AND BOLTS DRAWN TO SCALE, INCLUDING MATERIALS AND SIZES c. WELDING REQUIREMENTS d. ERECTION PLANS AND BASE SETTING PLANS FOUNDATION NOTES 1. FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT DATED JULY 29, 2014 PREPARED BY GEO FORENSICS, INC. 2. REPORT IS MADE AVAILABLE FOR CONTRACTOR'S INFORMATION, BUT IS NOT AN EXPLICIT WARRANTY OF SUBSURFACE CONDITIONS. PERTINENT PROVISIONS OF THE REPORT ARE HEREBY INCORPORATED BY REFERENCE AS A PART OF THESE DRAWINGS. 3. THE APPLICABLE PORTIONS OF THIS REPORT SHALL APPLY TO THE WORK IN THESE DRAWINGS UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE THE SOIL CONDITIONS AT THIS SITE, WHETHER COVERED IN THE GEOTECHNICAL REPORT OR NOT, AND SHALL THOROUGHLY UNDERSTAND ALL RECOMMENDATIONS ASSOCIATED WITH THE SITE SOILS. 5. CONTRACTOR MAY MAKE THEIR OWN SUBSURFACE INVESTIGATIONS TO SATISFY THEMSELVES AS TO SITE AND SUBSURFACE CONDITIONS, BUT SUCH INVESTIGATIONS SHALL BE PERFORMED ONLY UNDER TIME SCHEDULES AND ARRANGEMENTS APPROVED IN ADVANCE BY THE OWNER. 6. A COPY OF THE GEOTECHNICAL INVESTIGATION REPORT AND SUPPLEMENTAL RECOMMENDATIONS FOR THE PROJECT MAY BE EXAMINED AT THE ARCHITECT'S OFFICE. 7. THE FOUNDATION REINFORCING SHALL BE OBSERVED BY THE ENGINEER PRIOR TO POURING OF CONCRETE. 8. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. 9. ALL BACKFILL WITH ENGINEERED FILLS SHALL BE COMPACTED TO 95% RELATIVE DENSITY, UNLESS OTHERWISE NOTED ELSEWHERE IN THE DRAWINGS. 10. VERIFY LOCATIONS FOR OPENINGS OR PENETRATIONS THROUGH CONCRETE, CONCRETE CURBS, FLOOR DEPRESSIONS, FLOOR SLOPES AND DRAINS, INSERTS, ETC. PRIOR TO POURING CONCRETE. COORDINATE WITH ARCHITECTURAL AND OTHER DRAWINGS. 11. EDGES AND STEPS OF THE MAT SLAB SHALL BE FORMED. 12. WHERE WATERPROOFING IS INDICATED, THE MAT SLAB EDGES SHALL BE FORMED TO PRODUCE SMOOTH SURFACES. 13. ALL FILL MATERIAL AND PLACEMENT OF FILL AND BACKFILL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 14. BOTTOM OF FOOTING ELEVATIONS SHOWN ARE MINIMUM AND MAY BE REVISED BY THE GEOTECHNICAL ENGINEER, SUBJECT TO THE ENGINEER'S REVIEW TO ENSURE MINIMUM FOOTING EMBEDMENT INTO FIRM, APPROVED SOIL MATERIAL. 15. THE SPECIAL INSPECTION REQUIREMENTS OF SECTION 1704, CBC APPLY TO FILL AND BACKFILL OPERATIONS. FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO PLACING REINFORCING STEEL. 16. REFER TO THE GEOTECHNICAL REPORT FOR RETAINING WALL DESIGN FORCES. 17. THE FOLLOWING PORTION OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO THE WORK AS REQUIREMENTS. a. GEOTECHNICAL REPORT DATED JULY 29, 2014: SECTION "SITE PREPARATION AND GRADING." CONCRETE NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE PER CBC CHAPTER 19 AND IN ACCORDANCE WITH ACI 301-14 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE. 2. CONCRETE FOR THE CONCRETE SUSPENED SLABS SHALL ATTAIN A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI, UNLESS OTHERWISE NOTED. 3. CONCRETE FOR ALL OTHER STRUCTURAL AND FOUNDATION ELEMENTS SHALL ATTAIN A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI, UNLESS OTHERWISE NOTED. 4. CONCRETE FOR SLAB ON GRADE SHALL ATTAIN A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 5. CONCRETE MIX SHALL MEET REQUIREMENTS OF CBC SECTION 1905, AND SHALL MEET THESE MINIMUM CONCRETE MIX REQUIREMENTS: MAXIMUM OF WATER -CEMENT RATIO OF 0.48 FOR FOOTING AND 0.45 FOR SLAB, MAXIMUM OF 4" SLUMP. CEMENT SHALL CONFORM TO ASTM C150, TYPE II (OR ENGINEERED MAXIMUM DESIGN TO STRENGTH). ALL ALTERNATE CONCRETE MIX DESIGN AND TEST STRENGTHS SHALL BE SUBMITTED TO THE OWNER'S ITL AND THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 6. HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM NORMAL SIZE OF AGGREGATE SHALL NOT EXCEED 1-112 INCHES FOR FOUNDATION CONCRETE AND 1 INCH FOR STRUCTURAL CONCRETE ABOVE THE FOUNDATION. SEE ALSO THE REQUIREMENTS IN ACI STANDARD SPECIFICATIONS. MAXIMUM NORMAL SIZE SHALL ALSO BE SELECTED SUCH THAT WORKABILITY AND PLACEABILITY OF CONCRETE ARE FACILITATED. 7. MAXIMUM VERTICAL DROP OF CONCRETE SHALL BE NO MORE THAN 2'-0" FROM END OF PLACEMENT DEVICE TO PLACEMENT SURFACE. 8. CONCRETE CLEAR COVER TO FACE OF REINFORCING SHALL BE AS FOLLOWS: a. PLACED AGAINST EARTH 3" b. EXPOSED TO EARTH OR WEATHER BUT POURED AGAINST FORMS (#6 & LARGER) 2" c. EXPOSED TO EARTH OR WEATHER BUT POURED AGAINST FORMS (#5 & SMALLER) 1'Y2" d. BARS PARALLEL TO COLD JOINTS 2" e. WALL REINFORCING (UNLESS GOVERNED BY EXPOSURE INDICATED ABOVE) 1" f. NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: i STRUCTURAL SLABS 1" ii COLUMNS 11/2" g. MAT SLAB, TOP SURFACE 2" 9. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING OF CONCRETE. 10. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT INTO CONCRETE AS PER CBC CHAPTER 19, TABLE 1911.2, UNLESS NOTED OTHERWISE. 11. LOCATIONS OF CONSTRUCTION JOINTS IN SLAB ON GRADE OTHER THAN SHOWN ON THE DRAWINGS MUST BE APPROVED BY THE ARCHITECT. 12. VAPOR BARRIER UNDER SLAB ON GRADE SHALL CONFORM TO THE REQUIREMENTS OF ASTM E 1745-97 (STEGO WRAP OR AN APPROVED EQUIVALENT), AND SHALL BE PLACED IN ACCORDANCE TO THE REQUIREMENTS OF ASTM E1643. 13. FOR BASEMENT WALLS, RETAINING WALLS, AND MAT SLAB, PROVIDE XYPEX CRYSTALLINE WATERPROOFING ADMIXTURE C-1000 OR EQUAL. 14. PROVIDE WATERSTOP AT CJ'S WHICH ARE BELOW EXTERIOR GRADE - CETCO WATERSTOP XP OR EQUAL. 15. ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A 114 INCH AMPLITUDE. 16. MINIMUM CONCRETE REINFORCEMENT, U.O.N, SHALL BE AS SCHEDULED ON SHEET S1.1. REINFORCING BAR NOTES 1. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. 2. WELDED SPLICES ARE NOT PERMITTED. 3. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. 4. FIELD BENDING OF BARS THAT ARE IN PLACE IS NOT PERMITTED EXCEPT BARS IN SLAB ON GRADE MAY BE BENT ONE TIME. 5. REINFORCING SHALL HAVE A MINIMUM LAP IN CONFORMANCE WITH DETAILS AND SPECIFICATIONS SHOWN ON THESE DRAWINGS. LAPS SPLICES IN ADJACENT BARS SHALL BE STAGGERED. 6. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A185. 7. MECHANICAL SPLICES SHALL BE HRC TYPE 510 EXTENDED BY HEADED REINFORCEMENT CORP. (NO KNOWN EQUAL) SHOTCRETE NOTES 1. CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF CBC CHAPTER 19, ACI 506 AND STANDARDS REFERENCED THEREIN. 2. EXCEPTIONS TO THE REQUIREMENTS IN THIS SECTION MAY BE TAKEN AS PERMITTED BY CBC SECTION 1910 VIA PRE -CONSTRUCTION BUILDING OFFICIAL APPROVAL AND/OR TESTING. 3. MATERIALS: a. COARSE AGGREGATE, IF USED, SHALL NOT EXCEED 3/4". b. SHOTCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 4. PLACEMENT OF REINFORCEMENT: a. THE MAXIMUM SIZE OF REINFORCEMENT SHALL BE NO. 5 UNLESS IT CAN BE DEMONSTRATED BY PRECONSTRUCTION TESTS THAT ADEQUATE ENCASEMENT OF LARGER BARS CAN BE ACHIEVED. WHEN NO. 5 OR SMALLER BARS ARE USED THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS OF 2-1/2". WHEN BARS LARGER THAN NO. 5 ARE PERMITTED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL BARS EQUAL TO SIX DIAMETERS OF THE BARS USED. b. LAP SPLICES IN REINFORCING BARS SHALL BE THE NON -CONTACT LAP SPICE METHOD WITH AT LEAST 2" CLEARANCE BETWEEN BARS. 5. PLACEMENT OF SHOTCRETE: a. PRE -CONSTRUCTION TESTS SHALL BE PERFORMED AT THE REQUEST OF THE BUILDING OFFICIAL AS PER CBC SECTION 1910.5. b. REBOUND AND LOOSE AGGREGATE SHALL BE REMOVED PRIOR TO PLACEMENT OF SHOTCRETE AND SHALL BE NOT USED AS AGGREGATE. c. UNFINISHED WORK SHALL NOT BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES. d. ANY DAMAGED SHOTCRETE, INCLUDING UNDAMAGED ADJACENT SECTIONS SHALL BE REMOVED WHILE STILL PLASTIC. e. CURING AND STRENGTH TESTS SHALL BE PERFORMED PER CBC SECTION 1910.9. 6. INSPECTIONS: a. SPECIAL INSPECTION SHALL PROVIDE CONTINUOUS INSPECTIONS DURING CONSTRUCTION OF STRUCTURAL MEMBERS. b. STRENGTH TESTS SHALL BE PER SECTION 1910.10. GENERAL 1. DETAILS OF THE CONSTRUCTION NOT FULLY SHOWN, NOTED OR CALLED FOR ON THE DRAWINGS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED, SUBJECT TO THE REVIEW OF THE ENGINEER. THE TERM "DRAWINGS" IN THESE GENERAL NOTES REFERS TO ALL STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL ENGINEERING CONTRACT DOCUMENTS. THE TERM "ENGINEER" REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. THE WORD "TYPICAL" SHALL MEAN THAT THE INDICATED INFORMATION SHALL BE APPLIED TO ALL SIMILAR CONDITIONS, WHETHER OR NOT THE INFORMATION IS SPECIFICALLY REFERENCED, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS WHERE APPLICABLE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY OF THE WORK INVOLVED. 4. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, 2013 EDITION (REFERRED TO HEREINAFTER AS CBC) AND THESE GENERAL NOTES WHERE APPLICABLE. 5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE. 6. GRADES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND FOR GENERAL REFERENCE ONLY. 7. REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS ON REQUIRED VENTILATION OF ROOF JOISTS, FLOOR JOISTS, AND ATTIC. 8. NO OPENINGS, CHASES, NOTCHES, ETC. SHALL BE PLACED IN COLUMNS, JOISTS, BEAMS, SLABS, BEARING WALLS AND SHEARWALLS UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN DRAWINGS BY OTHERS SHOW SUCH OPENINGS. 9. THE CONTRACTOR SHALL COORDINATE ALL STRUCTURAL FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL INFRASTRUCTURE, INCLUDING, BUT NOT LIMITED TO, RECESSED AND SEMI -RECESSED LIGHTING, MECHANICAL DUCTS AND PIPING, FIRE SPRINKLER PIPE AND HEADS AND PLUMBING DRAINS, WASTE AND SUPPLY LINES. 10. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 11. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL FABRICATED ELEMENTS. THE ENGINEER SHALL BE ALLOWED A MINIMUM OF TEN (10) WORKING DAYS TO PERFORM A COMPLETE REVIEW. a. SHOP DRAWINGS SHALL NOT BE REPRODUCTIONS OF THE CONTRACT DOCUMENTS, NOR SHALL THEY USE OR INCORPORATE REPRODUCTIONS OF PARTS OF THE CONTRACT DOCUMENTS. b. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTING THEM FOR REVIEW. c. ALL SUBMITTED SHOP DRAWINGS SHALL BEAR, ON EACH SHEET AND COPY SUBMITTED, THE GENERAL CONTRACTOR'S APPROVAL STAMP WITH THE INITIALS OF THE REVIEWER AND THE DATE REVIEWED INCLUDED. d. ALL RESUBMITTALS SHOWING REVISIONS TO THE ORIGINAL SUBMITTAL SHALL SHOW THOSE REVISIONS WITHIN "CLOUDS". EACH CLOUD SHALL BE REFERENCED TO A REVISION DATE. e. SUBMITTALS NOT COMPLYING WITH REQUIREMENTS (c) AND (d) WILL BE RETURNED TO THE CONTRACTOR WITHOUT HAVING BEEN REVIEWED. f. FABRICATION OR DELIVERY OF MATERIAL TO THE BUILDING SITE SHALL NOT TAKE PLACE PRIOR TO THE COMPLETION OF THE ENGINEER'S REVIEW. 12. FIELD OBSERVATION VISITS TO THE JOB SITE BY THE ENGINEER'S FIELD REPRESENTATIVE SHALL NOT BE CONSTRUED AS EITHER INSPECTION OR APPROVAL OF CONSTRUCTION. 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. 14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE TEMPORARY BRACING AND SHORING THE STRUCTURE AND PARTIALLY COMPLETED PORTIONS OF WORK. 15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SITE AND FOR PRESERVING THE BUILDING AND ITS CONTENT DURING CONSTRUCTION. 16. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL RESTRICT LOADS ON THE STRUCTURE SO AS NOT TO EXCEED THE LIMITS OF DESIGN LOADS. DESIGN CRITERIA 1. VERTICAL LOADS: a. DEAD LOADS: I ROOF LOAD: ii TYPICAL FLOOR LOAD iii CORRIDOR FLOOR b. LIVE LOADS: i ROOF LOAD: ii TYPICAL FLOOR: iii CORRIDOR FLOOR c. S: i TYPICAL EXTERIOR WALL ii STONE EXTERIOR WALL iii INTERIOR LOAD iv CORRIDOR WALL v PARTY WALL 2. LATE • 'LAD a. WIND (PER CBC, SECTION 1609): BASIC WIND SPEED: EXPOSURE CATEGORY IMPORTANCE FACTOR Iw b. SEISMIC (PER CBC, SECTION 1613): OCCUPANCY CATEGORY SEISMIC DESIGN CATEGORY SITE CLASS IMPORTANCE FACTOR MAPPED SHORT PERIOD ACCELERATION SITE COEFFICIENT DESIGN SHORT PERIOD ACCELERATION MAPPED ONE SECOND PERIOD ACCELERATION SITE COEFFICIENT DESIGN ONE SECOND ACCELERATION ABOVE CONCRETE PODIUM BASIC LATERAL FORCE RESISTING SYSTEM LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RESPONSE MODIFICATION FACTOR OVERSTRENGTH FACTOR DEFLECTION AMPLIFICATION FACTOR FUNDAMENTAL PERIOD SEISMIC RESPONSE COEFFICIENT CONCRETE PODIUM AND BELOW BASIC LATERAL FORCE RESISTING SYSTEM SPECIAL REINFORCED CONCRETE SHEAR WALLS RESPONSE MODIFICATION FACTOR OVERSTRENGTH FACTOR DEFLECTION AMPLIFICATION FACTOR FUNDAMENTAL PERIOD SEISMIC RESPONSE COEFFICIENT 3. ALLOWABLE BEARING PRESSURES UNDER FOOTING: a. DEAD LOAD + LIVE LOAD b. DEAD LOAD + LIVE LOAD + LATERAL LOAD 23 PSF 46.5 PSF 36 PSF 20 PSF 40 PSF 100 PSF 20PSF (PER SURFACE AREA OF WALL) 29PSF (PER SURFACE AREA OF WALL) 11 PSF (PER SURFACE AREA OF WALL) 13.5 PSF (PER SURFACE AREA OF WALL) 13.5 PSF (PER SURFACE AREA OF WALL) 110 MPH B 1.0 I I D I=1.0 Ss = 2.14 Fa =1.0 SDS =1.427 S1=1.107 Fv=1.5 SD1=1.107 R=6.5 Qo Cd = 4.0 Ta = 0.41 CS = 0.22 R = 5 Oo=2.5 Cd=5.0 Ta = 0.27 CS=0.286 2,500 PSF 3,333 PSF REVIEWED TMENY BUBLINGWE BLDG DEPPP This plan check shall not be be a For, approval fat am/ For. orof Me previsions et Burtingame violation Building, Codes APPROWNL PENDING F NAL FIELD INSPECTION NSPEC Ot REVIEWED BY"`-' RECEIVED OCT 1 8 2017 BUING DEPT. CITY OFIDBURLIINGAMf M ©) CIVM OCT 20 2017 BUREAU VERITAS N.A. STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter©provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 Lii w 0 C� 0 c0 CD d- U /4r9i 0,49k 6;ieset/4" r*t"""" rr)f CODE COMPLIANCE OCT 30 2017 rsataiHS NORTH AMERICA, INC DATE: ISSUE: 04-24-2017 BUILDING PERMIT 10-17-2017 BUILDING PERMIT REV.03 JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET: GENERAL NOTES 1 SO.2 4SS PLOT DATE: 10/17/2017 5:1, 10 PM MATERIAL SAMPLING AND TESTING WHEN INDICATED WITH A 'X', THE FOLLOWING MATERIALS SHALL BE SAMPLED AND/OR TESTED BY A CERTIFIED INSPECTOR FROM AN ESTABLISHED TESTING AGENCY IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, GENERAL NOTES, OR PREVAILING BUILDING CODE, WHICHEVER IS MORE STRINGENT. ALL MATERIALS SAMPLING AND TESTING SHALL BE PREFORMED IN ACCORDANCE WITH ASTM REQUIREMENTS. FOR ADDITION INFORMATION ON MATERIAL SAMPLING AND TESTING, REFER TO THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING REPORTS DIRECTLY TO THE ARCHITECH, ENGINEER AND BUILDING DEPARTMENT. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECH. ITEM REQUIRED REMARKS PRECAST CONCRETE PILE, REINFORCING MILL CERTIFICATE IN LIEU OF SAMPLES PRECAST CONCRETE PILE, PRESTRESSING STANDS TIEDOWNS, DYWIDAG THREADBARS TIEDOWNS, HIGH STRENGTH TENDONS CONCRETE, REINFORCING X MILL CERTIFICATE IN LIEU OF SAMPLES CONCRETE, CYLINDERS X GUNITE/SHOTCRETE, TEST PANEL MOCK-UP NOTED IN PLANS GUNITE/SHOTCRETE, CYLINDERS POST -TENSIONING TENDONS TWO 5FT. SAMPLES PER REEL, ONE FROM EACH END MASONRY, PRELIMINARY PRISM TEST X MASONRY, SUBSEQUENT FIELD PRISM TEST X MASONRY, PRELIMINARY MORTAR CYLINDERS X 3 TESTS WITH PRELIMINARY PRISM TEST MASONRY, PRELIMINARY GROUT PRISM X 3 TESTS WITH PRELIMINARY PRISM TEST STRUCTURAL STEEL, ULTRASONIC TESTING STRUCTURAL STEEL, BEND TESTS ON WELDED STUDS EXPANSION ANCHOR INSTALLATION EPDXY ANCHOR INSTALLATION SPECIAL INSPECTION WHEN INDICATED WITH A 'X', THE FOLLOWING ITEMS SHALL BE INSPECTED IN ACCORDANCE WITH CBC SECTION 1705 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. ALL INSPECTIONS SHALL BE CONTINUOUS, UNLESS OTHERWISE NOTED. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECH, ENGINEER AND BUILDING DEPARTMENT. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECH. ITEM REQUIRED REMARKS GRADING, EXCAVATIONS, AND FILL X BY GEOTECHNICAL ENGINEER PILE DRIVING BY GEOTECHNICAL ENGINEER PRECAST CONCRETE PILES INSPECT PER PRECAST CONCRETE CONCRETE PIERS, DRILLING BY GEOTECHNICAL ENGINEER CONCRETE PIERS, REBAR PLACEMENT CONCRETE PIERS, CONCRETE PLACEMENT /1\ WATER STOPS X CONCRETE , REBAR PLACEMENT X INSPECT FINAL PLACEMENT CONCRETE , REBAR WELDING X CONCRETE , REBAR COUPLING X 10% WITH TORQUE WRENCH CONCRETE , ANCHOR BOLTS AND INSERTS X CONCRETE , POST -TENSIONING STEEL PLACEMENT X INSPECT FINAL PLACEMENT CONCRETE , POST -TENSIONING STEEL STRESSING X CONTINUOUS CONCRETE , CONCRETE PLACEMENT X CONTINUOUS BATCH PLANT INSPECTIONS X PERIODIC GUNITE/SHOTCRETE PLACEMENT CONTINUOUS EXPANSION ANCHOR PLACEMENT X EPDXY ANCHOR PLACEMENT X PRECAST CONCRETE, REBAR PLACEMENT INSPECT FINAL PLACEMENT PRECAST CONCRETE, PRESTRESSING STEEL PLACEMENT INSPECT FINAL PLACEMENT PRECAST CONCRETE, PRESTRESSING STEEL STRESSING CONTINUOUS PRECAST CONCRETE, PANEL INSERTS PRECAST CONCRETE, CONCRETE PLACEMENT PRECAST CONCRETE, ERECTION MASONRY, UNIT LAYOUT X PERIODIC MASONRY, GROUT PLACEMENT X CONTINUOUS MASONRY, REBAR PLACEMENT X PERIODIC STRUCTURAL STEEL, SHOP WELDING -PERIODIC X FILLET WELD <- STRUCTURAL STEEL, SHOP WELDING -CONTINUOUS X OTHER WELDS STRUCTURAL STEEL, FIELD WELDING -PERIODIC X FILLET WELD <- STRUCTURAL STEEL, FIELD WELDING -CONTINUOUS X OTHER WELDS STRUCTURAL STEEL, HIGH STRENGTH BOLTING X STRUCTURAL STEEL, WELDED ANCHORS OR STUDS X METAL DECK WELDING PERIODIC FLOOR/ROOF SHEATHING NAILING X PERIODIC SHEAR WALL SHEATHING NAILING X PERIODIC GLUE -LAMINATED BEAMS/COLUMNS, FABRICATION WOOD "I" JOISTS, FABRICATION PREFABRICATION TRUSSES, FABRICATION ANCHOR BOLT/HOLDOWN/METAL STRAP PLACEMENT X INSTALLATION AND ANCHORAGE OF MECHANICAL AND ELECTRICAL COMPONENT X PERIODIC SHOP DRAWINGS SUBMITTALS WHEN INDICATED WITH A 'X', THE FOLLOWING ITEMS SHALL HAVE EITHER a) SHOP DRAWINGS OR b) CERTIFICATES OF CONFORMANCE OR c) SHOP DRAWINGS, CALCULATIONS, AND DETAILS SUBMITTED TO THE ARCHITECH FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. WHEN SHOP DRAWINGS, CALCULATIONS, AND DETAILS ARE REQUIRED, SUBMITTALS (DRAWINGS AND CALCULATIONS) MUST BE SIGNED AND STAMPED BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. FOR ADDITIONAL INFORMATION ON THE CONTENTS OF THE SUBMITTAL, REFER TO THE PROJECT SPECIFICATION AND THE SPECIFIC GENERAL NOTES SECTIONS. SUBMIT TWO PRINTS OR AN ELECTRONIC (PDF COPY) OF CALCULATIONS (WHERE INDICATED) AND SHOP DRAWINGS TO THE ARCHITECH FOR REVIEW. ITEM SHOP DRAWINGS CERTIFICATE SHOP DWGS, CALCS AND DETAILS REMARKS PRECAST CONCRETE PILES TIE-DOWN/TIE-BACK SYSTEM CONCRETE, REINFORCING X CONCRETE, POST -TENSIONING TENDONS SUBMIT LOSS CALCULATIONS CONCRETE, MIXES X CONCRETE, CEMENT X CONCRETE, FINE AGGREGATES X CONCRETE, COARSE AGGREGATES X CONCRETE, ADMIXTURES X MASONRY, REINFORCING LAYOUT MASONRY, MORTAR DESIGN MIX MASONRY, GROUT DESIGN MIX MASONRY, CERTIFICATE FOR UNITS MASONRY, LIME STRUCTURAL STEEL X OPEN WEB JOISTS WELDING PROCEDURE SPECIFICATIONS-WPS X METAL DECKING wl STUD LAYOUT LIGHT METAL STRUCTURAL FRAMING GLUE -LAMINATED BEAMS/COLUMNS AITC CERTIFICATE WOOD "I"JOISTS X PREFABRICATED WOOD TRUSSES ATS TIEDOWN SYSTEM X METAL STUD FRAMING, EXTERIOR WALLS SKYLIGHT ASSEMBLIES DEFERRED APPROVALS WHEN INDICATED WITH A 'X', THE FOLLOWING ITEMS HAVE BEEN SHOWN OR INDICATED ON STRUCTURAL OR ARCHITECHURAL DRAWINGS TO CONVEY THE DESIGN INTENT ONLY. FINAL SIZES AND DETAILS SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR'S BID SHALL BE BASED UPON FINAL SIZES AND DETAILS. DEFERRED APPROVAL ITEMS SHALL HAVE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS PREPARED BY, OR UNDER DIRECT SUPERVISION OF, THE CONTRACTOR'S STRUCTURAL ENGINEER. THE ENGINEER SHALL BE A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL STAMP AND SIGN ALL CALCULATIONS AND SHOP DRAWINGS. SUBMIT TWO PRINTS OR AN ELECTRONIC (PDF COPY) OF CALCULATIONS AND SHOP DRAWINGS TO THE ARCHITECH FOR REVIEW. REFER TO THE PROJECT SPECIFICATIONS AND SPECIFIC SECTIONS OF THE GENERAL NOTES FOR ADDITIONAL DESIGN REQUIRMENTS. AFTER REVIEW BY STRUCTUS INC. ENGINEERS, THE SUBMITTAL WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW. ITEM REQUIRED REMARKS POST -TENSIONING SYSTEMS X PREFABRICATION METAL STAIRS X PREFABRICATED WOOD TRUSSES X ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS X STRUCTURAL OBSERVATIONS THE STRUCTURAL ENGINEER OF RECORD, OR HIS DESIGNATED ENGINEER, SHALL PROVIDE STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVAL PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM, AS REQUIRED BY CBC SECTION 1704.5. WRITTEN REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVERS KNOWLEDGE, HAVE NOT BEEN RESOLVED. STRUCTURAL SYSTEM COMPONENTS REQUIRING OBSERVATION IN THIS PROJECT INCLUDE: ITEM REQUIRED REMARKS CONCRETE POST -TENSIONING SLAB X FLOOR SHEATHING NAILING X SHEAR WALL SHEATHING NAILING X ANCHOR BOLT/HOLDOWN/METAL STRAP PLACEMENT X STRUCTURAL OBSERVATION DOESNOT INCLUDE OR WAIVE THE RESPONSIBILTY OF THE SPECIAL INSPECTIONS REQUIRED BY THE CBC SECTIONS 1705, OR OTHER SECTIONS OF THE CODE AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. POST -TENSIONED PRESTRESSED CONCRETE POST -TENSIONING SHOP DRAWINGS, INCLUDING PLANS AND DETAILS, SHALL BE SUBMITTED TO AND REVIEWED BY THE ARCHITECT BEFORE STARTING FABRICATION. IN ADDITION TO THE REQUIREMENTS IN THE CONCRETE MIX SPECIFICATION TABLE NOTED ABOVE, ALL POST -TENSIONED CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,000 PSI AT TIME OF INITIAL STRESS. THE CONTRACTOR SHALL SUBSTANTIATE CONCRETE STRENGTH BEFORE POST -TENSIONING. POST -TENSIONING REINFORCEMENT SHALL BE 1/2-INCH-DIAMETER, UNBONDED, LOW RELAXATION, 270-KSI HIGH -TENSILE WIRE STRAND CONFORMING TO ASTM A416. POST -TENSIONING TENDONS SHALL BE ENCASED IN WATERPROOF POLYETHYLENE PLASTIC SHEATHING OF 50 MILS MINIMUM THICKNESS. SHEATHING SHALL BE OF SUFFICIENT STRENGTH TO PREVENT UNREPAIRABLE DAMAGE DURING FABRICATION, TRANSPORTATION, INSTALLATION, STORAGE, CONCRETE PLACEMENT, AND TENSIONING. AN ENCAPSULATED TENDON SYSTEM SHALL BE USED AT ALL LOCATIONS. THE MINIMUM NUMBER OF TENDONS REQUIRED FOR INSTALLATION IS SHOWN ON THE DRAWINGS AND IS BASED ON A FINAL EFFECTIVE PRESTRESS FORCE OF 26.8 KIPS PER TENDON. IF THE MINIMUM FINAL EFFECTIVE PRESTRESS FORCE, CONSIDERING ALL LOSSES NOTED BELOW, IS LESS THAN 26.8 KIPS AT ANY LOCATION ALONG THE TENDON LENGTH, THE CONTRACTOR SHALL PROVIDE ADDITIONAL TENDONS. TENDONS SHALL BE INSTALLED WITH A PARABOLIC DRAPE UNLESS NOTED OTHERWISE AND HELD IN THEIR DESIGNED POSITIONS AS SHOWN ON THE DRAWINGS. A MINIMUM OF TWO TENDONS SHALL PASS THROUGH EACH COLUMN IN EACH DIRECTION AT SLABS WITHOUT BEAMS. DISTRIBUTED TENDONS MAY BE GROUPED WHILE PROVIDING THE SAME TOTAL COUNT, ALTHOUGH SPACING BETWEEN SUCH GROUPS SHALL NOT EXCEED 5 FEET NOR EIGHT TIMES THE SLAB THICKNESS. TENDON DEAD END AND LIVE END SYMBOLS ARE SHOWN ONLY TO REPRESENT POTENTIAL POST -TENSIONING DIRECTION. AT THE CONTRACTOR'S OPTION BUT SUBJECT TO THE ENGINEER'S APPROVAL, LIVE ENDS MAY BE SWITCHED OR ALTERNATED, DOUBLE -ENDED TENSIONING MAY BE USED, AND INTERMEDIATE TENSIONING MAY BE USED. THE FINAL POST -TENSIONING DIRECTION AND SEQUENCE SHALL BE SELECTED BY THE CONTRACTOR TO ACHIEVE THE REQUIRED MINIMUM EFFECTIVE PRESTRESS FORCE, BUT IS SUBJECT TO THE ENGINEER'S FINAL APPROVAL. THE POST -TENSIONED SLABS ARE DESIGNED BASED ON TENDONS BEING CONTINUOUS BETWEEN EDGES OF SLABS AS SHOWN ON THE DRAWINGS. ANY ADDITIONAL INTERMEDIATE STRESSING JOINTS OR CLOSURE STRIPS REQUIRED BY THE CONTRACTOR MAY REQUIRE ADDITIONAL REINFORCEMENT AND SHALL BE SUBMITTED AND REVIEWED BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION STAMPED BY AN ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED: (1) THE DETAILED DESIGN OF TENDON END ANCHORAGES; (2) THE CALCULATION OF STRESS LOSSES DUE TO CREEP, SHRINKAGE, TENDON RELAXATION, ANCHORAGE SLIP, WOBBLE FRICTION, AND FRICTION DUE TO VERTICAL AND HORIZONTAL TENDON CURVATURE; (3) POST -TENSIONING SHOP DRAWINGS. THIS INFORMATION SHALL CONFORM TO ACI 318. NO CONCRETE SHALL BE PLACED UNTIL THE POST -TENSIONING TENDONS AND REINFORCEMENT LOCATION HAVE BEEN INSPECTED AND APPROVED BY THE TESTING AGENCY. CONTINUOUS INSPECTION AND RECORDING OF ELONGATION IS REQUIRED DURING ALL STRESSING OPERATIONS. DO NOT CUT TENDON ENDS UNTIL THE ENTIRE SLAB HAS BEEN SATISFACTORILY STRESSED AND THE ENGINEER HAS REVIEWED ELONGATIONS. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, THE POSITION OF TENDONS SHALL BE MARKED ON THE FORMS WITH A MATERIAL WHICH LEAVES A PHYSICAL IMPRESSION ON THE UNDERSIDE OF THE SLAB. THE CONTRACTOR'S PROPOSED METHOD OF MARKING TENDONS SHALL BE SUBMITTED AND REVIEWED BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. DRILLED -IN CONCRETE ANCHORS AND POWER -DRIVEN FASTENERS SHALL BE PLACED A MINIMUM DISTANCE EQUAL TO THE SLAB THICKNESS AWAY FROM TENDON LOCATIONS AND FOUR TIMES THE SLAB THICKNESS FROM THE FACE OF ANY COLUMN. WHERE TENDON MARKING IS NOT SUCCESSFUL, TENDONS SHALL BE LOCATED BY SLAB SCANNING PRIOR TO ANCHOR INSTALLATION. EXCEPTION: POWDER ACTUATED FASTENERS WITH EMBEDMENT OF 5/8 INCH OR LESS MAY BE INSTALLED AT ANY LOCATION ON THE SLAB. NO REBAR OR POST -TENSIONING TENDONS SHALL BE DAMAGED BY ANCHORS AND FASTENERS. FORM CAMBER IN ADDITION TO ANY CAMBER NOTED IN THE STRUCTURAL DRAWINGS, CONCRETE FORMWORK SHALL BE CAMBERED TO COMPENSATE FOR FORM SAG UNDER WET CONCRETE LOAD. CAMBERS OF LESS THAN 1/8 INCH MAY BE NEGLECTED. SLEEVES EXCEPT AS DETAILED ON STRUCTURAL DRAWINGS, NO CONCRETE FOOTINGS, BEAMS, OR GIRDERS SHALL BE SLEEVED FOR PIPING OR DUCTS, UNLESS APPROVED BY THE ENGINEER. NONSHRINK GROUT FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL GROUT SHALL BE AN APPROVED NONSHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE AT LEAST 1,000 PSI HIGHER THAN THE SUPPORTING CONCRETE STRENGTH, UNLESS NOTED OTHERWISE. GROUT SHALL BE MIXED, APPLIED, AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. FOR GROUTING UNDER BASE PLATES, GROUT SHALL BE PROPORTIONED AS A FLOWABLE MIX. WHEN A FLOWABLE MIX DOES NOT PROVIDE THE REQUIRED STRENGTH OR WHEN A MINIMUM STRENGTH OF 10,000 PSI IS REQUIRED, AN EPDXY GROUT SHALL BE USED. EMBEDDED ELECTRICAL CONDUIT ELECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE PLASTIC CONDUIT. ALUMINUM CONDUIT IS PROHIBITED. FOR CONDUIT PLACED IN CONCRETE FLAT SLABS OR SLABS THAT ARE PART OF A CONCRETE SLAB AND BEAM SYSTEM, CONDUIT SHALL HAVE A MAXIMUM OUTSIDE DIAMETER OF 1/6 TIMES THE SLAB THICKNESS AND SHALL BE EMBEDDED WITHIN THE MIDDLE THIRD OF THE SLAB DEPTH. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE TIMES THE CONDUIT DIAMETER. CONDUIT SHALL BE ROUTED TO MAINTAIN A MINIMUM CLEAR DISTANCE FROM PRESTRESSING TENDONS OF 1'-0" HORIZONTAL PARALLEL TO THE TENDONS AND 1 INCH VERTICAL PERPENDICULAR TO THE TENDONS. SEE THE TYPICAL CONDUIT PLACEMENT CRITERIA DETAIL. CONDUIT SHALL BE FIRMLY CHAIRED AND TIED TO PREVENT DISPLACEMENT DURING POURING. PLACE #4 AT 12 INCHES ADDITIONAL REINFORCING ABOVE AND BELOW CONDUIT IN CONCRETE SLABS, PERPENDICULAR TO THE CONDUIT. THE ADDED REINFORCING SHALL EXTEND 1'-0" PAST THE CONDUIT ON BOTH SIDES. CONCRETE MASONRY UNIT NOTES 1. ALL CONCRETE MASONRY SHALL CONFORM TO THE REQUIREMENTS OF CBC, CHAPTER 21. 2. CONCRETE BLOCKS SHALL CONFORM TO REQUIREMENTS OF ASTM C90, GRADE N SPECIFICATION FOR LOAD BEARING CONCRETE MASONRY UNITS. THE REQUIRED ULTIMATE COMPRESSIVE STRENGTH (fm) OF THE CONCRETE BLOCK ASSEMBLY IS 1500 PSI. 3. MORTAR SHALL CONFORM TO ASTM C270 PROPORTION SPECIFICATION TYPE S OR ASTM C387, TYPE S. MORTAR SHALL TEST NOT LESS THAN 1800 PSI AT 28 DAYS. 4. GROUT SHALL CONFORM TO ASTM C476. GROUT SHALL TEST NOT LESS THAN 2000 PSI AT 28 DAYS. 5. REINFORCEMENT SHALL BE PER ASTM A615, GRADE 60. LAP ALL REINFORCING BARS 48 DIAMETERS AT SPLICES, UNLESS OTHERWISE NOTED ON DETAILS. MAINTAIN 1" MINIMUM CLEAR DISTANCE BETWEEN PARALLEL BARS (EXCEPT AT SPLICES), AND 1/2" CLEAR DISTANCE BETWEEN BAR AND ANY SURFACE OF A MASONRY UNIT. 6. ALL MASONRY BLOCK CELLS SHALL BE FILLED SOLID WITH GROUT. 7. ALL HORIZONTAL BARS SHALL BE PLACED IN BOND BEAM UNITS. 8. LAY ALL CONCRETE BLOCK UNITS IN RUNNING BOND. SEE SHEET S1.9 FOR TYPICAL DETAILS. ARCHITECTURAL CLADDING/NON-STRUCTURAL ELEMENT/MEP EQUIPMENT NOTES 1. ALL ARCHITECTURAL CLADDING, FENESTRATION, CURTAIN WALLS, STOREFRONTS, NON -BEARING WALLS, AND STEEL STAIRS, ETC ARE TO BE DESIGN -BUILD BY CONTRACTOR. THEY ARE NOT PART OF THE PRIMARY STRUCTURAL SYSTEM. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION. 2. CLADDING SUPPORT INDICATED ON THE CONTRACT DOCUMENTS ARE INTENDED ONLY TO SHOW THE INTENDED LOAD PATH AND SUPPORT POINTS. WHERE THE INDICATED SUPPORT POINTS ARE NOT ADEQUATE, ADDITIONAL SUPPORTS, CONNECTIONS, BRACES, AND OTHER REQUIRED ELEMENTS SHALL BE PROVIDED. 3. CLADDING/FENESTRATION MEMBERS, CONNECTIONS AND SUPPORTS SHALL BE DESIGNED FOR ALL LOADS PER CONTRACT DOCUMENTS AND PER GOVERNING CODE AND STANDARDS. 4. CLADDING/FENESTRATION & MEP EQUIPMENT, NON -BEARING WALLS, STEEL STAIRS, CONDUITS, PIPES, DUCTWORKS ETC, SHALL BE DESIGNED TO ACCOMMODATE THERMAL EXPANSION AND CONTRACTION AS WELL DIFFERENTIAL MOVEMENT DUE TO GRAVITY AND SEISMIC DEFLECTION BETWEEN CLADDING/FENESTRATION AND SUPPORTING STRUCTURE. THE DIFFERENTIAL MOVEMENT CONSIDERED SHALL BE AS THE FOLLOWING: a. LATERAL SEISMIC INELASTIC STORY DRIFT RATION = 2% b. SUPERIMPOSED DEAD + LIVE LOADS VERTICAL DEFLECTION = 3/4" 5. SUBMIT SHOP DRAWINGS AND CALCULATIONS. DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT DESIGN CRITERIA, CODES AND STANDARDS. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER LICENSED IN CALIFORNIA TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REVIEWED FOR CODE COMPLIANCE OCT 30 2011 BUREAU VERITAS NORTH AMERICA, INC. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY _ DATE STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. / No. 447 Exp. 1 -31-18 STRUCT��P of C A\\ DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: GENERAL NOTES 2 SO.3 PLOT DATE: 9/26/2017 7:41:13 PM STRUCTURAL ENGINEER: L 12db OR 12" SEE SCHED. MIN. 2 dbMIN. SPLICE DETAIL EMBEDMENT DETAILS L SEE SCHED. Ldh f- STANDARD HOOK CONCRETE STRENGTH F'c = 3000 PSI F'c = 4000 PSI F'c = 5000 PSI LAP SPLICE CLASS CLASS 'A' AND "Ld" CLASS 'B' Ldh CLASS 'A' AND "Ld" CLASS 'B' Ldh CLASS 'A' AND "Ld" CLASS 'B' Ldh BAR SIZE OTHER TOP BAR OTHER TOP BAR ALL OTHER TOP BAR OTHER TOP BAR ALL OTHER TOP BAR OTHER TOP BAR ALL #3 16" 22" 21" 28" 8" 14" 19" 18" 25" 7" 13" 17" 17" 22" 6" #4 22" 30" 28" 39" 11" 19" 25" 25" 32" 10" 17" 23" 22" 30" 8" #5 27" 38" 36" 49" 14" 24" 33" 31" 43" 12" 21" 28" 28" 36" 11" #6 33" 44" 43" 57" 16" 28" 39" 37" 51" 14" 25" 34" 33" 44" 13" #7 48" 62" 62" 81" 19" 42" 54" 54" 70" 17" 37" 48" 48" 63" 15" #8 55" 71" 71" 93" 22" 47" 62" 62" 80" 19" 42" 55" 55" 72" 17" #9 62" 80" 80" 104" 25" 54" 70" 70" 90" 21" 48" 62" 62" 81" 19" #10 70" 90" 90" 118" 28 60" 78" 78" 102" 24" 53" 69" 69" 90" 21" #11 77" 100" 100" 131" 31" 67" 87" 87" 113" 27" 58" 76" 76" 99" 24" A SPLICE LENGTHS AND EMBEDMENT FOR REINFORCING BARS SCALE: N.T.S. PIPE — — GALAVIZED STEEL / SLEEVE REBAR TO MATCH BOTTOM REBAR IN SIZE AND NUMBER 2#5 x 6'-0" SIDE BAR AT EACH FACE 1 1/2" CLR OF SLEEVE JI 1 1 TYP NOTES: 1. SLEEVE I.D. 1" LARGER THAN PIPE O.D. OR BELL O.D. 2, SEAL VOID BETWEEN PIPE AND SLEEVE wl ELASTIC WATERPROOF MATERIAL, TYP. PENETRATION AT BOTTOM OF FOOTING SCALE: N.T.S. 2-#5x6'-0" SIDE BAR AT EACH FACE BOTTOM BAR 3" CLR. SECTION 2" CLR. TYP. MAX. SLEEVE DIA. = d/3 z co ADD (2) #4 STIRRUPS AT EACH SIDE 0 4" MIN. 8" MIN. 8" MIN. 4" MIN. BOTT. OF FTG. OR GRADE 4. BEAM 6" MIN. 1. 2. 3. Jr 3' MIN Jr 1'-6" MIN. FOR PIPE BELOW FTG., EXCAVATE AS SHOWN, PLACE PIPE IN THE SLEEVE AND FILL WITH CONCRETE PRIOR TO POURING FTG. BACKFILL MATERIALS AND COMPACTION PER SOIL REPORT SECTIONS 7.1.1 & 7.1.4. NOTE: PIPE TRENCH SHALL BE LOCATED SUCH THAT FTG SHALL NOT BE UNDERMINED PLACE CONC, FILL AROUND SLEEVES BEFORE POURING FOOTINGS. FILL WIDTH OF PIPE TRENCH PIPES SHALL BE LESS THAN 6" IN DIA. & SPACED NO LESS THAN 3 TIMES THE DIA. ALL PIPES SHALL BE IN SLEEVES WITH DIAMETER 2" GREATER THAN PIPE DIA, LOCATE SLEEVES SO AS NOT TO AFFECT FTG. OR GRADE BEAM REINF. 7 FOOTING PENETRATION AND TRENCH I SCALE: N.T.S. PERFORATED COLLECTOR PIPES. SEE CIVIL DWGS. MAX SPACING 20 FEET 24" MAT FOUNDATION -- 2" RAT SLAB 6" CRUSHED ROCK SEE NOTE 1 24" NON -EXPANSIVE MATERIAL SLAB REINF PER PLAN NOTES: 1. SEE SOIL REPORT ON MAT FOUNDATION SECTION FOR MORE INFORMATION. 12 OPENING THROUGH FOOTING I GRADE BEAM TYP MAT FOUNDATION DETAIL SCALE: N.T.S. SCALE: N.T.S. VAPOR RETARDER S.A.D. AND CONCRETE NOTE #12 ON SO.2 UNDISTURBED NATIVE SOIL FOOTING REINF. � 48 DIA 0 CV TYP. • NOTES: 1. WHEN MORE THAN ONE-HALF OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH, CLASS "B" SPLICES SHALL BE USED, OTHERWISE USE CLASS "A" SPLICES. 2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE CAST BELOW THEM. 3. VALUES SHOWN ARE FOR GR. 40 BARS FOR #3 BARS, GR. 60 BARS FOR #4 AND BIGGER IN NORMAL WEIGHT CONCRETE. FOR LIGHTWEIGHT CONCRETE MULTIPLY TABLE VALUES BY 1.3. 4. FOR #11 BARS AND SMALLER WITH CLEAR SPACING NOT LESS THAN 5d (db = BAR DIAMETER) AND CLEAR COVER NOT LESS THAN 2.5db, THE TABLE VALUES MAY BE MULTIPLIED BY 0.8, BUT SHALL NOT BE LESS THAN 12". 5. Ld SHALL BE SAME AS CLASS 'A' SPLICE LENGTH 6. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED LESS THAN db ,CLEAR COVER LESS THAN db ,AND STIRRUPS OR TIES THROUGHOUT Ld LESS THAN THE CODE MINIMUM, THE TABLE VALUES NEED TO BE MULTIPLIED BY 1.5. 7. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED LESS THAN 2db, CLEAR COVER LESS THAN db, THE TABLE VALUES NEED TO BE MULTIPLIED BY 1.5. 8. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING DIFFERENT SIZE BARS. 9. LAP SPLICES ARE NOT PERMITTED IF MECHANICAL SPLICES ARE USED. 10, NON -CONTACT LAP SPLICED BARS SHALL NOT BE SPACED TRANSVERSELY FURTHER APART THAN 20% OF THE REQUIRED LAP LENGTH OR 6 INCHES WHICHEVER IS LESS. 11. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS. UNLESS OTHERWISE SHOWN. 12. BUNDLED BAR SPLICES: a. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER. b. INCREASE LAP LENGTH 20% AT THREE BARS, 33% AT FOUR BARS. • WALL REINF. WHERE OCCUR, TYP. • DIAGONAL REINF. SAME AS FOOTING REINF. NOTE: FOR FOOTING REINF. AND FOOTING SIZE, SEE FOUNDATION PLAN, SECTIONS AND ELEVATIONS • 0 w FOOTING REINF, w w rn STEPPED FOOTING OR GRADE BEAM SCALE: N.T.S. 6" SLAB ON GRADE 2" RAT SLAB 6" CRUSHED ROCK SEE NOTE 1 24" NON -EXPANSIVE MATERIAL SLAB REINF PER PLAN (MIN #4@12"OC, EW) G< VAPOR RETARDER S.A.D. AND CONCRETE NOTE #12 ON SO.2 CONTROL JOINT, SEE NOTES BELOW UNDISTURBED NOTES: NATIVE SOIL 1. SEE SOIL REPORT ON SOG SECTION FOR MORE INFORMATION. 2. PROVIDE 3/4"DEEP x 1/8"WIDE SAW -CUT AS CONTROL JOINT, SEE ARCHITECTURAL DRAWINGS FOR LOCATION. A STRIP OF MASONITE OF THE SAME SIZE MAY BE USED AS AN ALTERNATIVE 3. SAW -CUT TO SUB DIVIDE ALL SLAB ON GRADE INTO AN APPROXIMATE SQUARE OF 25 SQ. FT. OR 5'-0" SPACING, MAXIMUM. 4. PROVIDE CONTROL JOINT AT CENTER LINES OF COLUMNS, TYPICAL. 5. PROVIDE #3x3'-0" DIAGONAL AT ALL RE-ENTRANT CORNERS OF THE PITS, COLUMNS, WALLS, ETC.. 1 0 TYP SLAB ON GRADE DETAIL SCALE: N.T.S. ALT. LAP EA. -- SIDE OF BEAM TYP. STIRRUP 180° BEND \-135° TYP. COLUMN TIE OR CLOSED STIRRUP MAX. OFFSET BEND BAR SIZE R #3 TIES & STIRRUPS 2d #3-#8 3d #9-#11 4d #14-#18 5d INTERMEDIATE TIE WHERE NOTE ON DWGS. ALT. 135° HOOK EACH SIDE STANDARD BAR HOOKS AND BENDS I SCALE: N.T.S. z Q) BOTTOM OF FOOTING GALVANIZED METAL SLEEVE DIA. EQUALS PIPE O.D.+1" J -J NO PIPE SHALL GO T > THE FOOTING RU FTG. SHALL BE STEPPED SO THAT CONC. FILL SHALL NOT EXCEED 3'-0" NOTES: 1. PIPES SHALL BE LESS THAN 6" IN DIAMETER AND SPACED NO LESS THAN 3 TIMES THE DIAMETER. 2. ALL PIPES SHALL BE IN SLEEVES WITH DIAMETER 1" GREATER THAN PIPE DIAMETER. 3. LOCATE SLEEVES SO AS NOT TO AFFECT FTG. OR GRADE BEAM REINF. M w LU CO 1'-6" MIN. 2 BACKFILL MATERIALS AND COMPACTION PER SOIL REPORT SECTIONS 7.1.1 & 7.1.4. NOTE: PIPE TRENCH SHALL BE LOCATED SUCH THAT FTG SHALL NOT BE UNDERMINED —PLACE CONC. FILL AROUND SLEEVES 3' MIN BEFORE POURING FOOTING. FILL WIDTH OF PIPE TRENCH REVIEWED BURUNGAME BLDG DEPARTMENT This plan check shall not be construed to be a vomit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION 9 FOOTING PENETRATION AND TRENWEDBY DATE_ SCALE: N.T.S. PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U Cw EV!FWFn FOR CODE COMPLIANCE PLIANCE G. OCT 3 0 2017 C 5UREAU VtidTAS NORTH AMERICA, INC. CO DATE: ISSUE: 04-24-2017 BUILDING PERMIT JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL CONCRETE DETAILS 1 sill PLOT DATE: 9/26/2017 7:41:13 PM STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING - - SEE PLANS FOR REINF. FINISHED GRADE OR PAVING A EDGE OF SLAB -ON -GRADE SCALE: N.T.S. LAP LENGTH TYP. LAP LENGTH TYP . • . . . fi SLAB REINF. REFER TO PLAN SLAB REINF. REFER TO PLAN 8 SLAB TRANSITION AT RAMP SCALE: N.T.S. LAP LENGTH TYP. NVN rr J U (V 0_ 1 1/8" As- 1/2" 0 SMOOTH BAR x2'-0" @16"0.C, SEE PLANS FOR REINF w,-,<,/,,/..\ 1'-0" FIRST POUR C♦ w 0 w 1'-0" SUBSEQUENT POUR 3 SLAB -ON -GRADE CONSTRUCTION JOINT SCALE: N.T.S. ADD 2#6 BOTx8'-0" EACH SIDE. EACH WAY OF DRAIN HOLE SLOPE DOWN �OF • 6" DRAIN HOLE SLOPE DOWN • 1' CN M 6" FLOOR DRAIN, S.A.D. & S.M.D. FOR EXACT SIZE & LOCATION 7 REINFORCING AT FLOOR DRAIN SCALE: N.T.S. ♦ 6" FOR H51'-6" FOR H>1'-6" SEE ARCH DWG #4 @ 12" EACH WAY (MID -DEPTH) ♦ ROUGH SURFACE TO 1/4" AMPLITUDE #4 @ 12" HORIZ CONT w/ STANDARD 90 DEG HOOK INFO ADJACENT STEM WALL TYP -1 #4 CONT ADDED TYP BUILT-UP CONC FLOOR SEE ARCH DWG FOR LAYOUT #4 @ 12 VERT TYP — CONC SLAB OR TOPPING OVER METAL DECK HIGH DENSITY STYROFOAM FILL SEE NOTES NOTES: 1. STYROFOAM SHALL HAVE SUFFICIENT DENSITY SUCH THAT ITS COMPRESSIVE DEFORMATION WILL NOT EXCEED 1% OF THE TOTAL HEIGHT. 2. PROVIDE STYROFOAM WITH MAX THICKNESS POSSIBLE, SUCH THAT TOTAL NUMBER OF LAYERS WILL NOT EXCEED THREE (3). CONTACT SURFACES SHALL BE FLAT FOR FULL CONTACT AND BEARING. z 0 rr w 0- Id Id 0 SLAB REINF. PER PLAN 2 T2>T1 ' `/`/i`,`/1 SLAB REINF. PER PLAN 9 SLAB ON GRADE CHANGE IN THICKNESS Am SCALE: N.T.S. #4 @ 12"O.C., EA. WAY #3xx @ 24" 0.C. EA. WAY WITHIN PAD #4 @ 12" 0.C. ALL AROUND \j\\j \\j\\j\ ADD. #3 @ 12" O.C. EA. WAY 1'-6" o ui SLAB REINF. SEE PLAN NOTE: 1. AT (E) CONC., USE #4 ADHESIVE DOWELS AT 12" 0.C. EQUIPMENT PAD ON SLAB -ON -GRADE SCALE: N.T.S. (2) #6 x 10'-0" AT MID -HEIGHT OF SLAB. PROVIDE 90 HOOK AT EOS #3 CONT. 1'-0" MIN FOR DEPRESSION S.A.D. M � ♦ V//A/vA//� . .r \\//\\\ SEE PLANS FOR REINF SLAB -ON -GRADE DEPRESSION SCALE: N.T.S. w w a 2'-0" TYP 2'-0" TYP — #4@12"O.C. EA. WAY 4a a ROUGEN SURFACE TO 1/4" MIN. AMPLITUDE #4@12"O.C.,�' TYP AT 4 SIDES NOTE: SLAB ON GRADE SLAB REINF SEE PLANS 1. SEE DRAWINGS BY OTHERS FOR HEIGHT, SIZE, CHAMFERS & LOCATION OF CONCRETE PADS. 2. COORDINATE REINF. LOCATIONS TO AVOID INTERFERENCE WITH INSTALLATION OF EXPANSION ANCHORS IF USED. 3. AT (E) CONCRETE, USE #4 ADHESIVE DOWELS AT 12" O.C. W/ 3" EMBED 5 HOUSEKEEPING PAD SCALE: N.T.S. STAIRS S.A.D. SLAB ON GRADE WHERE OCCURS 0 U) #4 NOSING BAR, TYP SLAB ON GRADE WHERE OCCURS ♦ 2'-0" ir #4 REBAR Ld #4@12"O.C. E.W., TYP. #4 DOWELS @2'-0"O.C. AT SLAB NOTES: 1. FOR INSERTS, TOPPING OR SPECIAL FINISHES ETC., S.A.D. 2. S.A.D. FOR TREADS RISERS AND DIMENSIONS 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U w �Q V Z .J IFWFn FOR CODE COMPLIANCI J OCT 3 0 2011 "'°UE1W vtrt'MS NORTH AMERICA, INC. CO No. :r447 Exp. 12-31-18 s'Ruc-r OF C A� DATE: ISSUE: 04-24-2017 BUILDING PERMIT BURUNG,�M TEED This BLDG DEMATiMENT 1%lan check shall not re construed to be a For, or and ap 0 Permit ot violation of the proviv any APPROVAaurlingeL Building Codes REV fFWE p BYNSPP G FINAL CTIoN JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL CONCRETE DETAILS 2 BUILT-UP CONCRETE FLOOR I I SCALE: N.T.S. ADDED REBARS AT RE-ENTRANT CORNER CONCRETE STAIR ON GRADE SCALE: N.T.S. SCALE: N.T.S. S1.2 PLOT DATE: 9/26/2017 7:41:13 PM STRUCTURAL ENGINEER: 6"x6" SLOT DRAIN PER ARCH DWG LAP SPLICE TYP • - MAT TOP REINF PER PLAN REINF TO MATCH MAT TOP REINF Ld TYP RE NF TO MATCH MT BOT REINF n 3 CONCRETE SLAB SLOT DRAIN SCALE: N.T.S. • • • MAT BOT REINF '2\ ADD T&B REINF EQ TO HALF OF THAT INTERRUPTED BY OPNG AT3"OCESUNO UNINTERRUPTEDggg HOOK ::�ARS INTERRUPTED BY OPNGS ES #4x5'-0" DIAG T&B NOTES: NOTE 2 7'-0" MIN, TYPE 4'-0" MAX COL DIAG T&B 0 ADD T&B REINF EQ TO HALF OF THAT INTERRUPTED BY OPNG LUNINTERRUPTED LARGE OPENINGS AT 3" OC ES UNO SMALL OPENINGS MAIN BAR FOR GROUPED OPENINGS, SEE "TYPICAL ADDED REINFORCEMENT AT GROUPED OPENINGS IN FLAT SLAB" DETAIL. 2. EXTEND ADDED REINFORCING TO THE END OF INTERRUPTED REINFORCING OR 10'-0" PAST OPENING, WHICHEVER IS SHORTER, TYPICAL EACH SIDE. 7 ADDED REINFORCEMENT AT SLAB OPENING SCALE :N.T.S AA_ AA.r �� �� �A-A I— LJ— J s S ft L1 (FT) EQ EQ L L II o POINT 2 P NOTES: 1. CAMBER AT POINT 1 IS EQUAL TO THE CENTER OF (0.025 IN/FTxL1) OR (0.025 IN/FTxL2). 2, CAMBER AT POINT 2 IS EQUAL TO 1/2 OF THE CAMBER AT POINTS AS SPECIFIED IN NOTE #1. L _I X 1/2" WALL - SHEATHING PER SW SCHED EN PER SW SCHED TOC SEE PLAN 4 FT MIN J U CONC SLAB, SEE OTHER DRAWINGS B = 6 x "X", WHERE "X" IS THE HEIGHT OF THE DEPRESSION WALL STUD PER WALL STUD SCHED. (WHERE OCCURS) PT 3x SILL PL wl AB PER SW SCHED LAP SPLICE B I SECTION AT CONC SLAB TRANSITION #4 @ 6" x (B + 4 FT) MIN. T&B, TYP PROVIDE 90 DEG HOOK @ END, TYP MATCH SLAB REINF BUT NOT LESS THAN #5 @ 12" T&B TYP 4 FT MIN SLAB REINF PER PLAN NOTES: 1. ADDED REINFORCING SHOWN APPLIES TO GROUPS OF OPENINGS 8" OR SMALLER. 2. "s" MUST BE GREATER THAN OR EQUAL TO THE SMALLEST "d" (OPENING) DIMENSION. "s" IS EQUAL TO OR GREATER THAN 3" IN ALL CASES. 3. WHERE THERE ARE (3) OR MORE OPENINGS OR "L" IS GREATER THAN 1-0", ADD #4 TOP AND BOTTOM. EXTEND 2'-0" BEYOND OPENING EACH SIDE. 4. WHERE "s" IS LESS THAN OR EQUAL TO 1-0", ADD #4 TOP AND BOTTOM BETWEEN OPENINGS. EXTEND 2'-0" BEYOND OPENING EACH SIDE. 5. SEE THE "TYPICAL POST -TENSION CONCRETE SLAB DETAILS" FOR OTHER TENDON PLACEMENT AND REINFORCING REQUIREMENTS. OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED FOR REVIEW AT THE SAME TIME AS SLAB SHOP DRAWINGS. REINFORCING OTHER THAN THAT SHOWN MAY BE REQUIRED. WHERE A TENDON MUST PASS BETWEEN OPENINGS, "s," AT THAT LOCATION, SHALL BE INCREASED TO 6" MINIMUM. 8. WHERE THESE CONDITIONS CANNOT BE MET, SUBMIT TO STRUCTURAL ENGINEER FOR REVIEW. PIPE PENETRATION IN CONCRETE SLAB SCALE: N.T.S. NOTE 2 - z NOTE 3 0 co NOTE 4 d 5'-0" MIN ANY OPNG IN SLAB 3'-0" MIN NOTE 3 OPENINGS IN SLAB s NOTE 4 COL 2 PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U LU "" WED FOR CODE COMPLIANCE NCE J OCT 3 0 2017 EAU VtHITAS NORTH AMERICA, INC. CO No. S4(sY47 Exp. 12-31-18 6‘1RUCT��P OF C DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 REVIEWED SURLINGAMt BLDG This plan sh-os DEPARTMENT not >be construe d to be a Permit For, or and approval of any violation of me provisions of Burlingame 8uildir,y Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET: TYPICAL CONCRETE DETAILS 3 TWO WAY SLAB CAMBER REQUIREMENTS SCALE: N.T.S. S1.3 PLOT DATE 9/26/2017 7:41:15 PM STD HOOK, TYP STD HOOK, TYP --ALT HOOK ALT 180° HOOK (4"MIN TYP STRUCTURAL ENGINEER: 2ND POUR • 1ST POUR MAX. 60' ± 3" 311 / / • CLEAN SURFACE PRIOR TO PLACING CONCRETE Z1 1/2"/ w • PLAN VIEW - WALL REINF. SEE PLANS 12" LONG NTERMITTENT KEYS @ 24" O.C. 4 CONCRETE WALL VERTICAL JOINT SCALE: N.T.S. LINTEL REINFORCING 2-#5 FOR OPENINGS LESS THAN 5'-0" 2-#5 FOR OPENINGS 5'-0" TO 7'-0" 2-#7 FOR OPENINGS MORE THAN 7'-0" AND LESS THAN 10'-0" /Ld/ ♦ J ♦ 2-#7 MIN. EACH JAMB SEE NOTE 1 WHERE STRAIGHT EXTENSION IS IMPOSSIBLE, EXTEND BARS AS FAR AS POSSIBLE HOOK STANDARD 90° -0" MA U. SHEA .N. •N ALL EL. 2-#7 MIN. TYPICAL 2 #5 x 5'-0" DIAGONAL - TYP. AT EACH CORNER - fi Ld • 2-#7 MIN. EACH JAMB 2-#7 MIN. TYPICAL 90° HOOK TYP. WALL REINFORCING NOTES: 1. EXTEND JAMBS BARS UP FULL HEIGHT OF WALL WHEN WIDTH OF OPENING IS MORE THAN 4'-0", TYPICAL. 2. PROVIDE 90° STANDARD HOOK FOR ANY WALL REINF. INTERRUPTED BY OPENING. —J 3 ADDED REINF AT CONCRETE WALL OPENING SCALE: N.T.S. DOWEL TO MATCH SIZE & TOTAL NUMBER OF WALL VERT REINF CONT SLAB WHERE OCCURS { I- ALT HOOKS AT INTERIOR WALL 2" CL TOP OF WALL CONT SLAB WHERE OCCURS REINF PER PLAN •• SPLICE PER ELEVATIONS ROUGHEN SURFACE w Z a 2" CLR,< /, ,a. REINF PER PLAN CONC WALL SEE PLAN INTERMEDIATE CONDITION 2 BEARING CONC WALL w/ SHEAR TRANSFER SCALE: N.T.S. CONT SLAB WHERE OCCURS S. • • • 1 1/2" DIA. SLEEVE GROUTED WITH HIGH STRENGTH NON -SHRINK GROUT AFTER POST - TENSIONING (SLEEVE SHALL BE FILLED WITH RUBATEX OR STYROFOAM DURING STRESSING OF TENDONS). STRENGTH OF GROUT SHALL BE EQUAL OR HIGHER THAN SLAB CONCRETE STRENGTH - WALL REINF CONDITION AT TOP END OF WALL WALL REINF PER ELEVATION OR PLAN CONC WALL SEE PLAN 6 BEARING WALL wl TEMPORARY SLIP SCALE: N.T.S. #6 MIN CORNER #6 MIN - TYP REINF INTERSECTION i STD HOOK, TYP (2) #5 MIN. TRIM BAR AT / WALL PER TYP DETAIL A AT SINGLE CURTAIN - PLAN VIEW (4) #6 MIN AT INTERSECTION - STD HOOK, TYP r --fir--- CORNER STD HOOK, TYP /(4) #6 MIN AT INTERSECTION 11111.11111111 INTERSECTION TYP REINF END (2) #7 MIN. TRIM BAR AT WALL PER TYP DETAIL END B AT DOUBLE CURTAIN - PLAN VIEW REINF AT WALL & FOOTING CORNERS I SCALE: N.T.S. #4 @ 8", HORIZ - #5 @ 8", VERT Z C (V N • i • >• i CMU PLANTER WALL SCALE: N.T.S. 'II -- #4 CONT CONC CURB WHERE OCCURS, SEE ARCH - 8" MAX CONC CURB SEE ARCH DWG DOWEL TO MATCH CMU REINF w/ 90 DEGREE ALTERNATING HOOKS AT BOT OF FOOTING PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 Lii w 0 CC 0 ch rn Tn— fR CODE COMPLIANCE OCT 3 0 2011 vciNTAS NORTH AMERICA, INC. DATE: ISSUE: 04-24-2017 BUILDING PERMIT 8uRUN REViEWEp This Pl BLDG DEPARTMENT construed to checkbe a p not be Fat; or and approval er►►it violation of the al of any provisions ei DUrlinga APPROVAL Building Codes REWEWED FIELD 'roAL DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL CONCRETE DETAILS 4 S1.4 PLOT DATE: 9/26/2017 7:41:16 PM I-9 1/2 , 3'-101 /4" ' 8'-7 7/8" f ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. 24" THK ELEVATOR PIT SLAB w/ #7@12"OC, EW, TYP 4-0 / 4-0 FOOTING STEPS 8'-8 1 /2" -� 311 0 0 ♦ FOOTING STEPS' 4" 13'-9 3/8" 69'-1 3/4" 12" CONC WALL 9'-1 1/4" f 17'-9" 5'-6" 6'-61 /8" s 2" CONC WA S3.3 TYP, U N O A 1 S3,2 1 5'-0" • \ / ELEVATOR PIT, SAD. A 10" WALL W/ #5@12"OC,E VERT AND #4@12"OC,EF, HORIZ, TYP, UNO ♦ 12" CONC WALU 7<l 4'-0" O L i 8'.;6" J ♦ THICKENED FOOTING AT BASEMENT, TYP, UNO (6)#8@12x10' "' BOTT J 4'-6 1/8 TY ,UNO o�N (6)#8@i2x10' BOTT #7@12"OC TOP #8@12"OC BOTT TOC EL= -9.67 24" MAT SLAB jam\ S3,1 - #7@12"OC TOPI #8@12"OC ROTT 20'-1 1/8" 12" CONC WALL 3 DESIGN -BUILD STEEL STAIRS FROM BASEMENT TO 1ST FLOOR BY OTHERS 4 10" CONC WALL RAMP DOWN S.A.D. (6 #j u 120Cx10' BOTT 3 S3.2 1 10" CONC WALL " THICK RAMP 24" THICK RAMP 1 RAMP UP S.A.D. A AT SLOT DRAIN 6 S3.1 V TOC EL= -8.05 6/8" J 0" CONC WA V 17 1/2"x24" PILASTER A 4 S3.2 1 TYP, UNO 12" CONC WALL AT RAMP 53.31 TYP, UNO I I I I I 1 I I I I 1 I 1 I I I I I co w ♦ ♦ M CV FOUNDATION PLAN NOTES 1. REFERENCE FOUNDATION LEVEL B1 IS-9.67". PROJECT REFERENCE ELEV. +0'-0" = CITY ELEV. +31.00', SAD FOR EXACT ELEVATION. 2. TOP OF CONCRETE MAT IS AT THE REFERENCE ELEVATIONS, TYP, UNO. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, STEPS, DEPRESSION, ETC. 3. MAT FOUNDATION IS 24" WITH #8@12"OC, BOTT EACH WAY AND #7 @ 12" OC, TOP EACH WAY, TYPICAL, UNO REFER TO ADDED REINFORCING SCHEDULE FOR ADDITIONAL REINFORCING. BARS SHOWN ON PLAN ARE IN ADDITION TO TYPICAL REINFORCING. 4. TOP AND BOTTOM MAT REINFORCING IN THE N-S DIRECTION SHALL BE PLACED IN THE OUTER LAYERS. REINFORCING IN THE E-W DIRECTION SHALL BE PLACED IN THE INNER LAYERS. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, TYP, UNO. 6. CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING FOOTINGS WHERE NEW FOOTINGS ARE PLACED ADJACENT. 7. BASEMENT WALLS SHALL BE RESTRAINED AT THE TOP BY FIRST FLOOR STRUCTURAL SLAB WHICH HAVE REACHED DESIGN STRENGTH PRIOR TO PLACING BACKFILL. 8. COORDINATE ALL EMBEDS WITH MECHANICAL, ELECTRICAL, PLUMBING, AND EXTERIOR WALL SYSTEMS PRIOR TO CASTING THE SLAB. 9. SEE ARCHITECTURAL DRAWINGS FOR SIDEWALKS, PAVING, AND SITE DETAILS AT BUILDING EXTERIOR UNO. 10. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE EXTENT, AND LOCATIONS OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. 11. ALL INTERIOR CONCRETE WALLS & ELEVATOR PIT WALLS SHALL BE MIN 10" THICK wl#5 @ 12"OC EF, EW, TYP, UNO. 12. SEE ARCH DWGS FOR EXACT LOCATIONS OF COLUMNS AND WALLS. LEGENDS: INDICATES VERTICAL SHEAR REINF #4@12"OC, EA WAY x 1 E. AT 24" MAT, TYP. SEE PLAN FOR LOCATIONS ♦ INDICATES COLUMN SIZE, SEE SHEET S4.1 NORTH STRUCTURAL ENGINEER; PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. REVIEWED FOR CODE COMPLIANC OCT 3 0 2017 BUREAU VEHITAS NORTH AMERICA, INC DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 QURL►NGAM REVIEWED This plan chi �tPARbe construed to shall �t be via permit olaor tion oaroct approval ofa Y aullinga provisions of APPROVAL �e Building C PENDINGodes RFV EW FIE DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED SHEET PHASE: CD BASEMENT / FOUNDATION PLAN BASEMENT / FOUNDATION PLAN I \ II 1 I/ SCALE: 1/4" = 1'-0" S2.0 PLOT DATE: 9/26/2017 7:41:17 PM J 0" CONC WA 8'-8 1/2" ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. 12" CONC WALL 5�?n' S3.2 '§' 0 ELEVATOR DESIGN -BUILD STEEL STAIRS FROM 1ST FLOOR TO 2ND FLOOR BY OTHERS TYP EXCEPT AT PT ANCHORS & AT COL. r 13'-9 3/8" 69'-13/4" 9'-1 1/4" TYP EXCEPT AT PT ANCHORS 10" CONC WA 30"x30"x18" DROPCAP RAMP DOWN S.A.D. OPEN S3.2 A 1 23'-3" TYP EXCEPT AT PT ANCHORS 12" CONC WALL 5 S3.1 — 30"x30"x18" DROPCAP 1 10" PT CONCRETE SLAB 1 T.O.0 EL= 0.00 DESIGN -BUILD STEEL STAIRS FROM 1ST FLOOR TO 2ND FLOOR BY OTHERS U 0 U 6 51.4 10" CONC WALL 2 , S3.1 OPEN BELOW HSS4x4x318 HANGER - A , P (TOTAL 3) 4-114" L.W. CONC FttL W10X15 RAISED SLAB W10X15 CO x W10X15 O W10X15 F RMLOK COMPOSITE DECK WI1i#4Q 1 "E.W. (6-1/4" TOTAL SLAB THICKNESS). PR VIDE 3/4"-DIA x 5-1/2" NELSON STUDS @12"0C AT BEAM, TYP S3.1 4 10" CONC WALL 8" VEHICLE BARRIER WALL W/ #5@12"OC, VERT AND #4@12"OC, HORIZ, TYP, UNO. T.O. WALL EL = +42" AFF, SAD FOR EXACT ELEVATION J L TYP EXCEPT AT PT ANCHORS M CV CO CD CV • TYP EXCEPT AT PT ANCHORS -J TYP EXCEPT AT PT ANCHORS GROUND FLOOR PLAN NOTES 1. LEVEL 1 FINISH FLOOR ELEVATION VARIES, SEE ARCHITECTURAL DRAWINGS. 2. TOP OF CONCRETE SLAB IS TOP THE FINISH FLOOR ELEVATIONS, TYP, UNO. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, STEPS, DEPRESSION, ETC. 3. LEVEL 1 SLAB IS 15" WITH #6@10"OC, T&B, EW, TYP, UNO. REFER TO SLAB REINFORCING SCHEDULE ON REINFORCING PLANS. BARS ARE IN ADDTIONAL TO TYPICAL REINFORCING. 4. TOP AND BOTTOM SLAB REINFORCING IN THE N-S DIRECTION SHALL BE PLACED IN THE OUTTER LAYERS. REINFORCING IN THE E-W DIRECTION SHALL BE PLACED IN THE INNER LAYERS. 5. SHADED AREA INDICATES 6" SLAB ON GRADE WITH #4@12"OC, EW, TYP. REINFORCING SHALL BE PLACED AT MID -DEPTH OF SLAB. 6. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, TYP, UNO. 7. CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING FOOTINGS WHERE NEW FOOTINGS ARE PLACED ADJACENT. 8. FOOTINGS SOUTH OF GRIDLINE GA SHALL BE PLACED 12" BELOW ADJACENT GRADES AND LOW ENOUGH TO BE OUT OF THE ZONE OF INFLUENCE LINE WHICH PROJECTED UPWARD AT AN INCLINATION OF 1.5:1 FROM THE BOTTOM OF THE BASEMENT WALL. SEE GEOTECHNICAL REPORT, SECTION 7.5. 9. COORDIANATE ALL EMBEDS WITH MECHANICAL, ELECTRICAL, PLUMBING, AND EXTERIOR WALL SYSTEMS PRIOR TO CASTING THE SLAB. 10. SEE ARCHITECTURAL DRAWINGS FOR SIDEWALKS, PAVING, AND SITE DETAILS AT BUILIDNG EXTERIOR, TYP, UNO. 11. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE EXTENT, AND LOCATIONS OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. STEEL COLUMN SCHEDULE: SC1 - HSS4x4x3/8 SC2 - HSS6x6x3/8 SC3 - HSS6x4x1/2 SC4 - HSS5x5x1/4 LEGENDS: n INDICATES COLUMN SIZE, SEE SHEET S4.1 NORTH STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter©provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 J uw w 0 cc C� 0 Co w r +rt"" FAR CODE COMPLIANCE D OCT 3 0 2017 CO71- lam AMERICA, INC. r DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 /1\ 08-28-2017 BUILDING PERMIT REV.02 BURLINGAM MEWED an check shall not be ENT For, conat and o be a ov Permit al °f any violation of Burlingame Building ns of MPROVAL PtNDIN Codes Fl ti� E_ N N'U BY DATE JOB: 1721.00 SCALE: AS NOTED SHEET, DRAWN BY: Author PHASE: CD GROUND FLOOR PLAN GROUND FLOOR PLAN S2.1 SCALE: PLOT DATE: 9/26/2017 7:41:17 PM 1" 10" PT CONCRETE SLAB 3" 5" 5" —r J Mir (2) 0 3" 5" —LI 5" 3" 5" AL MEI 3" 1 3" 3" (3) AT EQ SPACE 9" 13'-9 3/8" 2" 9'-1 1/4" 9" 1" CV 9'1 1 9" RAMP BELOW 9," 9„ ■ V i 2" 3" 1 3" V 3" AL 2" 2" 9„ 9„ — 9', 1 1 r-71 I All Mgr AL 3" w 3" 3" w 3" 3" 3" 3" MEI 3"- 3" 3" 3" 3" w - (2) (3) AT EQ SPACE (3) AT EQ SPACE (2) 1(2) AT EQ SPACE (2) L(8) AT EQ SPACE (2) [(12) AT EQ SPACE (2) (2) AT EQ SPACE - 1(2) AT EQ SPACE, 1(10) AT EQ SPACE CO M 9 kr 9 9 M CV EJ) (K) POST -TENSION PLAN NOTES: 1. REFER TO SO.1 FOR SYMBOLS AND ABBREVIATIONS. 2. SEE SHEAR WALL ELEVATIONS FOR REINFORCEMENT AND LINK BEAM LOCATIONS. 3. SEE SHEAR WALL ELEVATIONS FOR WALL OPENING SIZES AND LOCATIONS. 4. SEE S1.4 FOR CONCRETE SHEAR WALL TYPICAL DETAILS. 5. SEE S5.1 & S5.2 FOR POST -TENSIONED SLAB DETAILS. 6. WHERE MULTIPLE TENDONS OCCUR THEY SHALL BE ARRANGED AND DESIGNED TO BE IN A SINGLE ROW. 7. ALL TENDONS ARE 1/2" DIA. U.N.O. EACH HAS AN EFFECTIVE FORCE OF 26.8 KIPS. IF THE FINAL EFFECTIVE PRESTRESS FORCE, CONSIDERING ALL LOSSES, IS LESS THAN 26.8 KIPS PER TENDON, THE CONTRACTOR SHALL PROVIDE ADDITIONAL TENDONS. LEGEND: 2" —l-- (10) POST -TENSION TENDON TENDON STRESSING END TENDON DEAD-END "2" IS THE ELEVATION OF CENTERLINE OF TENDON FROM THE BOTTOM OF CONCRETE SLAB. SEE DETAIL ON S5.1 FOR DRAPE INFORMATION. THE NUMBER OF 1/2" DIAMETER TENDONS. NORTH STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U W rQ V z 1u rini CODE COMPLIANCE J OCT 3 0 2017 mD 'ER OAS NORTH AMERICA, INC. W DATE: ISSUE: 04-24-2017 BUILDING PERMIT BURL! REVIEWED T. s Dian BLDG DEPARTMENT Foonstrueto chock shallt be �a or and approv ►►nit violationa! pt of Me provision Burlingame Blinding AppROV,u pENDiNFol j, u 8Y'NspEcrION REVIEWED JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET. GROUND FLOOR POST TENSION PLAN GROUND FLOOR POST TENSION PLAN SCALE: 1/4" = 1'-0" S2.IP PLOT DATE: 9/26/2017 7:41:17 PM TH4 T D2 TH J IBH1 I N TH5 rBH51 gm Co I— mot TH1 BH1 — T1 \ 3'-0" D2 3'-0" TH4 C5 BH4_ _ 0 1 v • U, m 71 H2 F 1 r CO I— I I I C5 TH4 co x I— D2 23'-3" —� T#-Ai - LO CO H ice- TYP, UNO T6 7 •1••1•1 MIEN. .1•.1. 411•D ••im 1-4 4-- 1--1 85 10" PT CONCRETE SLAB w/ #5@24"OC BOT, EW, PROVIDE 90° HOOK @ E ALL SPLICE SHALL BE T P, UNO GOF SLAB, TYP N " ION LAP SPLICE, TYP 3'-0" -J T1 D2 C5 T4 U B4 C5 E= 5'-0 BH4 --- - T4 j V B4 0 M U 3 I- 0 M T4 B4 B4 I j N r� TH4 1 co M 9 kr 9 0) TOP REINFORCING SCHEDULE MARK T1 T2 T4 T4 A T4B T5 T5A REINFORCEMENT NO. OF BARS LENGTH SPACING REMARKS (6) #5 6'-8" 4" OC (6) #6 7'-6" #5 10'-0" (10) #5 10'-0" 10" OC 12" OC 4" OC (6) #5 10'-0" 4" OC (10) #5 12'-0" 4" OC (12) #5 12'-0" 4" OC T6 T6A (12) #5 15'-0" (16) #5 15'-0" T8A 4" OC 4" OC #5 30'-0" 12" OC TH1 TH2 TH3 TH4 TH5 TH6 TH7 TH8 #5 4'-2" #5 5'-2" #5 5'-10" 12" OC 12" OC 12" OC #5 6'-8" 12"OC #5 7'-8" #6 9'-2" 12" OC 12" OC #5 11'-2" #5 14'-2" 12" OC 12" OC HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE MARK BOTTOM REINFORCING SCHEDULE REINFORCEMENT NO. OF BARS LENGTH SPACING REMARKS B1 (12) #5 6'-8" 12" OC B4 B4 A #5 (6) #8 10'-0" 10'-0" 24" OC 12" OC B5 (4) #6 12'-0" 10" OC B5A (8) #6 12'-0" 10" OC B8 #5 30'-0" 24" OC B8A BH1 BH2 #5 #5 #5 30'-0" 4'-2" 5'-2" 12" OC 24" OC 24" OC HOOK AT SLAB EDGE HOOK AT SLAB EDGE BH4 #5 6'-8" 24" OC HOOK AT SLAB EDGE BH5 #5 7'-8" 24" OC HOOK AT SLAB EDGE BH6 #5 9'-2" 24" OC HOOK AT SLAB EDGE BH8 #5 14'-2" 24" OC HOOK AT SLAB EDGE ADDITINAL REINFORCING SCHEDULE MARK REINFORCEMENT NO. OF BARS LENGTH SPACING REMARKS C1 C2 C3 C4 C5 (6)#9 (4)#9 (6)#11 (4)#7 (4)#6 PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN N/A N/A N/A N/A N/A COLLECTOR BARS COLLECTOR BARS COLLECTOR BARS COLLECTOR BARS COLLECTOR BARS D1 (2)#6 PER PLAN N/A CHORD BARD AT PERIMETER D2 (2)#5 PER PLAN N/A CHORD BARD AT PERIMETER NORTH STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 w w 0 CC CD 0 rn rn DATE: ISSUE: 71EWED FOR CODE CCMPLIANI OCT 30 2011 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 REVIEWED HURLINGAME BLDG DEPARTMENT This plan chock shall not be construed to be a Kermit For, or and approval of any violation of the provisions of ournngamc Cluitning Cafes APPROVAL PENrIPJG FINAL FIELD INSPECTION FICVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: GROUND FLOOR REINFORCEMENT PLAN GROUND FLOOR REINFORCEMENT PLAN S2.1 R SCALE: 1/4" = 1'-0" PLOT DATE: 9/26/2017 7:41:17 PM PLAN NOTES: 1 VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. STRUCTURAL ENGINEER: PROVEST T.O. SLAB VARIES. --- SEE ARCH 2 T.O. SLAB VARIES. SEE ARCH 1-9 1/2" 3'-10 1/4" 4 8'-7 7/8" 8'-81 /2" /2 ELEVATOR STRUCTURAL SUPPORT - FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. ,e-2'-6" 2'-0" T3,4 so/ to ■ 0 Z O v a A Qj _' sa6 rzr CI - T4.6 col 2.6'-0 T4 4 14.4 , • • cam} 1c° SLAB TRANSITION 4'-0" TYP, UNO • • 131-9 3/8" 9'-1 1/4" T.O. SLAB VARIES. - SEE ARCH czP H T3.5 17'-9" 2-2 16'-0" Gj 5 r (SLABTRANSITION 2 2-4 10'-0" 26" DEEP DROP CAP, TYP, UNO T3.4 CONC. WALL BELOW, TYP - SLAB TRANSITION 6, T3.4 D ■ F- F- 0 Co M �2'0"�2'0" 0 CV • 3 A 6f6 4 - /1\ co°\ 46, A- N ■ T3.4 47,_6„ T3.4 T3.4 1-4 19'-0" 2 • T3.4 , T 1 4 T3.4 /2 '\ TOC LO h A. 2 EL=10.83 '' <N CO I- /2\ s 9 CIE D T4.3 A. HSS 4x4 HANGER -� BELOW HSS 12X6X112" BEAM • ■ ■ ■ rdv .4 4 /2\ JJ SLAB TRANSITION f T3.6 ■ T3.4 SB1 SJ2-6 • 4 HSS 4x4 HANGER BELOW I ,o? T3.6 IY 2 S6.1 • v, C? 26'-0" 1 26"-THICK SLAB 4 0 • 5'-6" �, s�7 0 T4.4 TYP, UNO V SLAB TRANSITION - 15" PT CONCRETE SLAB 26"-THICK SLAB T.O.0 IS TOP OF DEPRESSED SLAB /2\ r ■ F- 0 N 06 ■ 0 A ,o, A T3.4 4'-0" TYP, UNO, 0 v 2 2 4'-0" r N T.O. SLAB VARIES. SEE ARCH 1 I -- I I cn L_J1 f T3.3 ;2 6' ■ Cp 1- 1 M C En 'i Co -60 Co M O N. g M 9 ti 9 O) 't CN rcr M o) GN 2. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS, SEE ARCHITECTURAL DRAWINGS. 3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. 4. ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR BEARING WALLS, 2 HOUR STAIR WALLS AND 3 HOUR FIRE RATED SEPARATION WALLS SHALL USE FIRE RETARDANT TREATED WOOD, SEE STRUCTURAL DETAILS AND GENERAL NOTES. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS AND ASSEMBLIES. 5. STEEL COLUMN SCHEDULE: SC1 - HSS4x4x3/8 SC2 - HSS6x6x3/8 SC3 - HSS6x4x1/2 SC4 - HSS5x5x1/2 0 WOOD COLUMN SCHEDULE: P1 - 31/2" X 7" PSL 1.8E P2 - 3 1/2" X 9 1/2" PSL 1.8E P3 - 5 1/4" X 5 1/4" PSL 1.8E , 3 7. WOOD BEAM SCHEDULE: B 1 - 31 /2" X 11 7/8" PSL B2 - 5 1/2" X117/8" PSL B3-7" X117/8" PSL B4 - 7" X 7" PSL A 8. WOOD JOIST SCHEDULE J1-117/8" TJI 360 @16"OC J2 -11 7/8" TJI 230 @16"OC J3-2" X 8" @16"0C J4 - 31/2" X 71/4" LVL @16"OC 9. STAIR FRAMING SCHEDULE SB1 - 31/2" X 11 7/8" PSL AT LANDING SB2 - 5 1/2" X 11 7/8" PSL AT STAIRWELL & BELOW THE WINDOW SJ1 - 1 3/4" X 11 7/8" LVL STRINGER, SLOPED SJ2 -1 3/4" X 117/8" LSL LEDGER ATLANDING LEVEL 10. STRAP TIE "STX": INDICATES TIE STRAPS TYPE "X", SEE SCHEDULE ON SHEET 4/S7.4 11. PROVIDE BLOCKING BETWEEN JOISTS WHEN STRAP IS PERPENDICULAR TO JOISTS LEGENDS: INDICATES PLYWOOD SHEAR WALL TYPE, 5'-0" SEE SCHEDULE ON SHEET 6/S6.3 SW LENGTH - SW TYPE T4.6 • SEE SCHEDULE ON SHEET 10/S6.2 INDICATES SHEAR WALL TIEDOWN ASSEMBLY, INDICATES STRAPS AT COLLECTOR BEAM SPLICE @ 40'-0" (MAX) HDR INDICATES WALL HEADER. SEE SCHEDULE. 2 BURLINCAREVIEWED 1 his play .0G DEPART For, tcheck map not be of any violation ° aria approv Permit APPROVAL PPBurlingame Building Cod of REV/EWEFI BYNs PENDING AL 1 �D4TE wASREvtsto 7- ( RECEI` JUL 3 1 201 BUILDING DE - CITY CITY OF BURLIN' REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTN AMERICA, INC. RECCRFvaz1 AUG 012019 BUREAU A ERITAS SECOND FLOOR FRAMING PLAN SCAL 14 = 1'-0" STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 10-17-2017 BUILDING PERMIT REV.03 01-05-2018 CONSTRUCTION SET 06-13-2019 FIFTH WALL LAYOUT JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET SECOND FLOOR FRAMING PLAN S2.2 NORTH PLOT DATE 7/30/2019 1:33:35 PM (3) AT EQ SPACE (4) AT EQ SPACE 3'-101/4" 8'-7 7/8" (4) --I 10" 2" L. 2" 2" w 2" 2" 2" 2"_ 7.1 8'-81 /2" L L_ 13'-9 3/8" 2" 14" L 14" 14" a 4" --+ 2„ 14" w -- 14" -� W 2" 14" L__ 2" �II V AIMIk 7 1/2" 7 1/2" 7 1/2" 14" _14" W 14" 14" V 14" a 2" 2" 15" PT CONCRETE SLAB fxl V 2" V 2"_ V 2" J 14" V 14" 14" L 14" 2" V N 7 1/2" 4" V V V 14" 14" 114' 1- 14" 2" 2" 2" --� 1. 14" 2" 1 J IV 14" I_ 2" V 14" 2"_ 14" 14" 2" N ti 2" V n 2" 1 2" V V 2" a w 2'1 _ N 114" 2"_ r i 2" 2" (2) (2) (6) AT EQ SPACE (2) 1(4) AT EQ SPACE (2) (3) AT EQ SPACE (2) 0 (53 (14) AT EQ SPACE 2) (14) AT EQ SPACE (3) AT EQ SPACE (2) '(4) AT EQ SPACEj (2) L r� 0 r- ZNI (4) AT EQ SPACE (9) AT EQ SPACE POST -TENSION PLAN NOTES: 1. REFER TO S0.1 FOR SYMBOLS AND ABBREVIATIONS. 2. SEE SHEAR WALL ELEVATIONS FOR REINFORCEMENT AND LINK BEAM LOCATIONS. 3. SEE SHEAR WALL ELEVATIONS FOR WALL OPENING SIZES AND LOCATIONS. 4. SEE S1.4 FOR CONCRETE SHEAR WALL TYPICAL DETAILS. 5. SEE S5.1 & S5.2 FOR POST -TENSIONED SLAB DETAILS. 6. WHERE MULTIPLE TENDONS OCCUR THEY SHALL BE ARRANGED AND DESIGNED TO BE IN A SINGLE ROW. 7. ALL TENDONS ARE 1/2" DIA. U.N.O. EACH HAS AN EFFECTIVE FORCE OF 26.8 KIPS. IF THE FINAL EFFECTIVE PRESTRESS FORCE, CONSIDERING ALL LOSSES, IS LESS THAN 26.8 KIPS PER TENDON, THE CONTRACTOR SHALL PROVIDE ADDITIONAL TENDONS. LEGEND: 444/116 11111111, POST -TENSION TENDON TENDON STRESSING END TENDON DEAD-END "2" IS THE ELEVATION OF CENTERLINE OF TENDON FROM THE BOTTOM OF CONCRETE SLAB. SEE DETAIL ON S5.1 FOR DRAPE INFORMATION. (10) THE NUMBER OF 1/2" DIAMETER TENDONS. NORTH STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE, ISSUE, 0 W rQ V z_ RVIEMO FOR CODE COMPLIMI LL OCT 30 2011 m BUREAU VERITAS NORTH AMERICA, I 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 2 BURLINGIEW ED This plan check shall not ZENT constr, to be a Fos or and permit violation of the °' any Burtin a provisions o• ^PPR game Building Cud% OVAL PENDING FiN/tL NEVIEWED BY S+�EG t� n; JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: SECOND FLOOR POST TENSION PLAN SECOND FLOOR POST TENSION S2.2P SCA PLOT DATE: 9/26/2017 7:41:18 PM 3'-101 /4" L 13'-9 3/8" 9'-1 1/4" C1 D1 B8 V TH1 V BH1 1 N U 3'-0" A- FTH4 f -r BH4 C1 CO U 20'-0" I L D1. I— co • CO 0 J T5A 17'-9" 5'-6" L A J 4 U I- T4 15" PT CONCRETE SL B w/ #5@24"OC, T&B, W . PROVIDE 90° HOOK (c EDGE OF SLAB, TYP ALL SPLICE SHALL BE1 TENSION LAP SPLICE, TYP 1 Loaii A TH4 V 1 V C3 U I— I 1 \.I J T6A B1 i TH6 L BH6 1 — J V V I 0 Io CO CO CO U 14'-0" 5 #10 BOTTOM 5 #6 TOP A ♦ 0 BH8 C 0 C') 7 #9 BOTTOM 7#6 TOP o Eo • kr E) • MARK T1 T2 TOP REINFORCING SCHEDULE REINFORCEMENT NO. OF BARS LENGTH SPACING (6) #5 6'-8" 4" OC (6) #6 7'-6" 10" OC REMARKS T4 T4 A T4B T5 T5A T6 T6A T8A TH1 TH2 TH3 TH4 TH5 TH6 #5 (10) #5 (6) #5 (10)#5 (12) #5 (12) #5 (16) #5 #5 #5 #5 #5 #5 #5 #6 TH7 #5 TH8 #5 10'-0" 12" OC 10'-0" 4" OC 10'-0" 4" OC 12'-0" 4" OC 12'-0" 4" OC 15'-0" 4" OC 15'-0" 4" OC 30'-0" 12" OC 4'-2" 12" OC 5'-2" 12" OC 5'-10" 12" OC 6'-8" 12" OC HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE 7'-8" 12" OC HOOK AT SLAB EDGE 9'-2" 12" OC HOOK AT SLAB EDGE 11'-2" 12" OC HOOK AT SLAB EDGE 14'-2" 12" OC HOOK AT SLAB EDGE MARK BOTTOM REINFORCING SCHEDULE REINFORCEMENT NO. OF BARS LENGTH SPACING REMARKS B1 B4 B4 A B5 B5A B8 B8A BH1 BH2 BH4 BH5 BH6 BH8 (12) #5 #5 (6) #8 (4) #6 (8) #6 #5 #5 #5 #5 #5 #5 #5 #5 6'-8" 10'-0" 10'-0" 12'-0" 12'-0" I, 4'-2" 5'-2" 6'-8" 7'-8" 9'-2" 12" OC 24" OC 12" OC 10" OC 10" OC 24" OC 12" OC 24" OC 24" OC 24" OC 24" OC 24" OC HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE HOOK AT SLAB EDGE 14'-2" 24" OC HOOK AT SLAB EDGE ADDITINAL REINFORCING SCHEDULE REINFORCEMENT MARK NO. OF BARS LENGTH SPACING C1 (6)#9 PER PLAN N/A C2 (4)#9 PER PLAN N/A C3 (6)#11 PER PLAN N/A C4 (4)#7 PER PLAN N/A C5 (4)#6 PER PLAN N/A D1 (2)#6 PER PLAN N/A D2 (2)#5 PER PLAN N/A REMARKS COLLECTOR BARS COLLECTOR BARS COLLECTOR BARS COLLECTOR BARS COLLECTOR BARS CHORD BARD AT PERIMETER CHORD BARD AT PERIMETER NORTH STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter©provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. 0 LLI rQ V Z 12 DrV1EVlED FOR CODE COMPLIANCE m� OCT 3 0 2011 BUREAU VERITAS NORTH AMERICA, INC DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 0 auauN�M REVIEWED ` PvI This plan chick shallnot be ENT construed to be. a p.rmir For, soon of the Approval •f any Burlingame provisions of game Bonding Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED By DAIE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: SECOND FLOOR REINFORCEMENT PLAN SECOND FLOOR REINFORCMENT PLAN SCALE: 1/4" = 1'-0" S2.2R PLOT DATE. 9/26/2017 7:41:18 PM PLAN NOTES: 1. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 1'-91 /2" 3'-101 /4" \CV <a 8'-7 7/8" 8'-81 /2" ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. 6'fb' -- T3.4 /\ B2 (C) r�•;il 11K SIM -- m0.711 /2\ T4.6 ST2 �1elYl �■■I�li II - T3.4 ST3 131-9 3/8" AB31 r 4 B3 (C)-I L 3 ST3 84(C) 2.4%T-6" L I jST3 ®� ST1c° LI T3.4 , /2\ y ccP T4.3B2 ,`� 1.6n18'0" /2 A 9'-1 1/4" ST3 A _--2 6 T4.6 B1 (C) • Co, 17'-9" •3 16'-0" T3.3! U r ST2 /\ 5'-6" r T3.5 H. MD MD ,o-P/ /4\ : -(C) -ON B1 (C) J1 r 1.2 9'-0" T4.4 /3\ /2\ ST3 /4\ A 2 07, (C) ■ T3.3 Sri M rn Co M 9 M 9 F- v CV 2. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS, SEE ARCHITECTURAL DRAWINGS. 3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. 4. ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR BEARING WALLS, 2 HOUR STAIR WALLS AND 3 HOUR FIRE RATED SEPARATION WALLS SHALL USE FIRE RETARDANT TREATED WOOD, SEE STRUCTURAL DETAILS AND GENERAL NOTES. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS AND ASSEMBLIES. 5. STEEL COLUMN SCHEDULE: SC1 - HSS4x4x3/8 A SC2 - HSS6x6x3/8 /4\ \ SC3 - HSS6x4x1/2 SC4 - HSS5x5x1/2 WOOD COLUMN SCHEDULE: P1- 3 1/2" X 7" PSL 1.8E P2 - 31/2" X 9 1/2" PSL 1.8E P3 - 5 1/4" X 5 1/4" PSL 1.8E 7. WOOD BEAM SCHEDULE: B1 - 3 1/2" X 11 7/8" PSL B2 - 51/2" X 11 7/8" PSL B3 - 7" X 11 7/8" PSL B4-7"X7"PSL 8. WOOD JOIST SCHEDULE J1-117/8" TJI 360 @16"OC J2-117/8" TJI 230 @16"OC J3 - 2" X 8" @16"OC J4-31/2" X71/4" LVL @16"OC 9. STAIR FRAMING SCHEDULE SB1 - 31/2" X 11 7/8" PSL AT LANDING SB2 - 51/2" X 11 7/8" PSL AT STAIRWELL & BELOW THE WINDOW SJ1 -1 3/4" X 11 7/8" LVL STRINGER, SLOPED SJ2 -13/4" X 117/8" LSL LEDGER ATLANDING LEVEL 10. STRAP TIE "STX": INDICATES TIE STRAPS TYPE "X", SEE SCHEDULE ON SHEET 4 /S7.4 11. PROVIDE BLOCKING BETWEEN JOISTS WHEN STRAP IS PERPENDICULAR TO JOISTS LEGENDS: i_ INDICATES PLYWOOD SHEAR WALL TYPE, A-2 5-0 SEE SCHEDULE ON SHEET 6/S6.3 SW LENGTH T4.6 SW TYPE INDICATES SHEAR WALL TIEDOWN ASSEMBLY, SEE SCHEDULE ON SHEET 10/S6.2 INDICATES STRAPS AT COLLECTOR BEAM SPLICE @ 40'-0" (MAX) HDR INDICATES WALL HEADER, SEE SCHEDULE. R�VIStD zKl� @Vp�tN RFC/ This MF@CO DEPARTMENT an G For,construed to k %pern7RTMENT @ oro the provisions any de APPROVAL PpRO eme @Uflding Codes O/y \Dqr� REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. THIRD FLOOR FRAMING PLAN SCALE: 1/4" = 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE: ISSUE: 04-24-2017 06-30-2017 08-28-2017 10-17-2017 01-05-2018 06-13-2019 BUILDING PERMIT BUILDING PERMIT REV.01 BUILDING PERMIT REV.02 BUILDING PERMIT REV.03 CONSTRUCTION SET FIFTH WALL LAYOUT JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: THIRD FLOOR FRAMING PLAN S2.3 NORTH PLOT DATE: 7/30/2019 1:33:36 PM PLAN NOTES: 1. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. STRUCTURAL ENGINEER: PROVEST )'-91 /2�, 3'-101 /4" Eo L I-" 1 B1(C B4 8'-7 7/8" /2\ ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. SB2 �°� ��+� (76 SJ1 z7, SJ1 U_ CO T3.4 1 T-0" N U N m 1 > 19'-0" A 0 T4.6N B2 (C) 8'-8 1/2" SIM 9'-6" 1.3' 10'-0" ST3 ST3 B1(C) /2\ T4.6 T3.4 13'-9 3/8" /4\ B3 (C) 61(C) �' ST2 /t� cso. T3.4 /2\ F 9'-1 1/4" T3.4 4T4.3 I co+`o 1.6;18'-0" B2 c,sc° �, SB11 J2 (i B1 (C) B3 (C) 4 T3.3 17'-9" T4.4 LI J A ( T4.4 r rT3.4 /3\ ST3 /2\ y B1 (C) 0 T3.3H 5'-6" F co I • :ram 0 /2\ M rn M 9 ti v r 9 C) kr CV kr M 0) cc) 2. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS, SEE ARCHITECTURAL DRAWINGS. 3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. 4. ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR BEARING WALLS, 2 HOUR STAIR WALLS AND 3 HOUR FIRE RATED SEPARATION WALLS SHALL USE FIRE RETARDANT TREATED WOOD, SEE STRUCTURAL DETAILS AND GENERAL NOTES. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS AND ASSEMBLIES. 5. STEEL COLUMN SCHEDULE: SC1 - HSS4x4x3/8 SC2 - HSS6x6x3/8 /� / 4 \ SC3 - HSS6x4x1/2 SC4 - HSS5x5x1/2 WOOD COLUMN SCHEDULE: P1- 31/2" X 7" PSL 1.8E P2 - 3 1/2" X 9 1/2" PSL 1.8E /\ P3 - 5 1/4" X 5 1/4" PSL 1.8E / 7. WOOD BEAM SCHEDULE: B1- 31/2" X 11 7/8" PSL B2 - 51/2" X 11 7/8" PSL B3 - 7" X 11 7/8" PSL B4 - 7" X 7" PSL 8. WOOD JOIST SCHEDULE J1-117/8" TJI 360 @16"OC J2- 11 7/8" TJI 230 @16"OC J3 - 2" X 8" @16"OC J4-31/2" X71/4" LVL@16"OC 9. STAIR FRAMING SCHEDULE SB1 - 31/2" X 11 7/8" PSL AT LANDING SB2 - 51/2" X 117/8" PSL AT STAIRWELL & BELOW THE WINDOW SJ1 -1 3/4" X 11 7/8" LVL STRINGER, SLOPED SJ2 -1 3/4" X 11 7/8" LSL LEDGER ATLANDING LEVEL A 10. STRAP TIE � "STX": INDICATES TIE STRAPS TYPE "X", SEE SCHEDULE ON SHEET 4/S7.4 / 4 \ 11. PROVIDE BLOCKING BETWEEN JOISTS WHEN STRAP IS PERPENDICULAR TO JOISTS LEGENDS: INDICATES PLYWOOD SHEAR WALL TYPE, 5'-0" SEE SCHEDULE ON SHEET 6/S6.3 SW LENGTH T4.6 SW TYPE INDICATES SHEAR WALL TIEDOWN ASSEMBLY, SEE SCHEDULE ON SHEET 10/S6.2 INDICATES STRAPS AT COLLECTOR BEAM SPLICE @ 40'-0" (MAX) HDR INDICATES WALL HEADER, SEE SCHEDULE. /\ /1\ MIS PAGE WAS REVISION # BY DATE VISED C� 9�,q��� RSV/ Th'Sal MFec FwFO his an checkCC 0FP �ro�aon �ed teaapnpern?o/�TMFNT at be ficitlinge /� pR�V N El eingCf any Vi F/F� 44 f' ding C provisions of �FOeyNSED oNt�� \OATE- REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 08-28-2017 10-17-2017 01-05-2018 06-13-2019 BUILDING PERMIT REV.01 BUILDING PERMIT REV.02 BUILDING PERMIT REV.03 CONSTRUCTION SET FIFTH WALL LAYOUT JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: FOURTH FLOOR FRAMING PLAN NORTH FOURTH FLOOR FRAMING PLAN -� SCALE: 1/4" = 1o S2.4 PLOT DATE: 7/30/2019 1:33:37 PM PLAN NOTES: 1. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING T4.4 SIM /6\ HDR 1 ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. 1 r SB2 SJ1 U) SJ1 LT4. ,.SIM /4\ I I T2 /4\ HSS6x2x318 /6\ 6 '-91 /2y 3'-101 /4" / 8'-7 7/8" N A2\ � 2 HSS6x2x318 Li J SIM /6\ (350 PLF) �I J A /2\ �300 PLF) L-J 300 PLF /\ (200 PLF) a -C-2- N F- ST2 Z6\ F- N cn I- U) T4.6 8'-8 1/2" \ SIM B2 (C) /\ 6" T4.6 TRUSS HEADER AT SKYLIGHT EDGE CO • 13'-9 3/8" B3 (C) B4 (C) 4 B4 C B1 (C) ST2 J2 � 9'-1 1/4" T4.6 2 ST T4.6 14'-6" B2 SJ2 7'-6" SJ2 13 I SB1 4 J2 / B3 (C) 1r4 16-0"- <1.4 12'-6" • W10x39 SIM 17'-9" - , 4 T1:1- rir it 7T4.41 L B2(C) ST3 B3(C) 5'-6" SIM ST3- I I I I I I I 9 9 CA N v CV C") M CV REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. D 2. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS, SEE ARCHITECTURAL DRAWINGS. 3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. 4. ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR BEARING WALLS, 2 HOUR STAIR WALLS AND 3 HOUR FIRE RATED SEPARATION WALLS SHALL USE FIRE RETARDANT TREATED WOOD, SEE STRUCTURAL DETAILS AND GENERAL NOTES. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS AND ASSEMBLIES. 5. STEEL COLUMN SCHEDULE: SC1 - HSS4x4x3/8 SC2 - HSS6x6x3/8 /\ / 4 \ SC3 - HSS6x4x1/2 SC4 - HSS5x5x1/2 n WOOD COLUMN SCHEDULE: P1- 3 1/2" X 7" PSL 1.8E P2 - 31/2" X 91/2" PSL 1.8E A P3-51/4" X51/4" PSL 1.8E \3 \ 7. WOOD BEAM SCHEDULE: B1 - 3 1/2" X 11 7/8" PSL B2 - 5 1/2" X 11 7/8" PSL B3 - 7" X 11 7/8" PSL B4 - 7" X 7" PSL A 8. WOOD JOIST SCHEDULE J1-117/8" TJI 360 @16"OC J2 -11 7/8" TJI 230 @16"OC J3 - 2" X 8" @16"OC J4 - 31/2" X 71/4" LVL @16"OC 9. STAIR FRAMING SCHEDULE SB1 - 31/2" X 117/8" PSL AT LANDING SB2 - 51/2" X 117/8" PSL AT STAIRWELL & BELOW THE WINDOW A /\ SJ1 -13/4" X 11 7/8" LVL STRINGER, SLOPED / \ SJ2 -13/4" X 117/8" LSL LEDGER ATLANDING LEVEL 10. STRAP TIE /4\ � "STX": INDICATES TIE STRAPS TYPE "X", SEE SCHEDULE ON SHEET 4 /S7.4 / 4 � 11. PROVIDE BLOCKING BETWEEN JOISTS WHEN STRAP IS PERPENDICULAR TO JOISTS LEGENDS: \1•\;,5'-0�\ T4.6 INDICATES PLYWOOD SHEAR WALL TYPE, SEE SCHEDULE ON SHEET 6/S6.3 SW LENGTH SW TYPE INDICATES SHEAR WALL TIEDOWN ASSEMBLY, i SEE SCHEDULE ON SHEET 10/S6.2 INDICATES STRAPS AT COLLECTOR BEAM SPLICE - - - - @ 40'-0" (MAX) HDR INDICATES WALL HEADER, SEE SCHEDULE. A 0 ROOF PLAN NOTES: 1. SEE S2.5 FOR PLAN NOTES AND FRAMING MEMBER SCHEDULE. PREFABRICATED TRUSS NOTES: 1. THE TRUSS MANUFACTURER SHALL DESIGN ALL MEMBERS, TRUSS TYPES, AND CONNECTIONS FOR THE LOADS SPECIFIED HEREIN, INCLUDING MECHANICAL ELECTRICAL AND PLUMBING EQUIPMENT LOADS. DESIGN SHALL BE BY A CIVIL OR STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALFINORNIA, AND SHALL BE IN CONFORMANCE WITH ANSI/TPI 1. 2. ALL PREFABRICATED TRUSSES SHALL BE FABRICATED FROM STRESS GRADE LUMBER. 3. ALL PREFABRICATED TRUSSES SHALL BE PLATE -CONNECTED WOOD TRUSSES. 4. ALL FRAMING LUMBER SHALL HAVE A MAXIMUM OF MOISTURE CONTENT OF 19 PERCENT. 5. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ARCHITECT (AOR) AND ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 6. SHOP DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALIFORNIA. 7. SHOP DRAWINGS SHALL INCLUDE THE LAYOUT OF THE TRUSSES, SIZES OF THE MEMBERS AND CONNECTION DETAILS. ALL TRUSSES SHALL ACCOMMODATE ROOF/FLOOR LAYOUTS AND REFLECTED CEILING LAYOUTS AS SHOWN ON ARCHITECTURAL DRAWINGS. THEIR DESIGN AND CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 8. ALL TRUSS -TO -TRUSS, AND TRUSS -TO -WALL CONNECTIONS SHALL BE DEISGNED AND SPECIFIED BY THE TRUSS MANUFACTURER. SUCH CONNECTIONS SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS. 9. AFTER THE REVIEW IS COMPLETE AND PRIOR TO FABRICATION OF TRUSSES, COPIES OF THE TRUSS SHOP DRAWINGS AND DESIGN CALCULATIONS BEARING THE APPROVAL OF AOR AND EOR SHALL BE FORWARDED TO THE BUILDING DEPARTMENT FOR REVIEW. 10. TEMPORARY AND PERMANENT BRACING PER MANUFACTURER'S RECOMMENDATIONS SHALL BE INSTALLED TO HOLD TRUSS TRUE AND PLUMB UNTIL PERMANENT SHEATHING IS INSTALLED. 11. DESIGN LOADING CRITERIA: A. SUPERIMPOSED DEAD LOAD (UNFACTORED): • TOP CHORD: 52 PSF • BOTTOM CHORD: 10 PSF B. LIVE LOAD (UNFACTORED): • TOP CHORD: 40 PSF • BOTTOM CHORD: 10 PSF AND 150 LBS POINT LOAD NONCONCURRENT WITH ANY OTHER LIVE LOAD C. TOP AND BOTTOM CHORDS SHALL ALSO BE DESIGNED FOR ADDITIONAL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPEMENT LOADS. SEE MEP AND ARCHITECTURAL DRAWINGS FOR LOCATION OF EQUIPMENT AND LOADS. D. TOP CHORDS SHALL BE DESIGNED FOR PHOTO -VOLTAIC PANELS' POINT LOADS. /\E. WIND LOADS: 2 • SEE CRITERIA PER NOTE 2B, SECTION "DESIGN CRITERIA", GENERAL NOTES 1, SHEET SO.2 F. SEISMIC LOADS: • SEE PLAN, SHEET S2.5, FOR COLLECTOR LOADS WHICH ARE BASED ON UNIFORM DIAPHRAGM FORCES OF 20 PSF. 12. DEFLECTION CRITERIA: A. DEAD + LIVE LOAD = U240 B. LIVE LOAD ONLY = U360 LEGENDS: (250 PLF) DENOTES SEISMIC COLLECTOR FORCES (POUND PER LINEAR FOOT) _ DENOTES COLLECTOR LINE. THE TRUSS MANUFACTURER SHALL DESIGN COLLECTOR MEMBERS AND CONNECTIONS FOR THE SPECIFIED SEISMIC COLLECTOR FORCES. CONNECTIONS SHALL EFFECTIVELY TRANSFER COLLECTOR FORCES FROM DIAPHRAGM TO THE TOP OF THE SHEAR WALLS. ANY ECCENTRICITIES BETWEEN COLLECTOR FORCES AND TOP OF SHEAR WALLS SHALL BE CONSIDERED IN THE DESIGN. I FIFTH FLOOD 1RAMING PLAN /2\ REVISION # SCALE: 1 /4" = 1'-0" 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 ui w 0 CC CD < < O 0 TUN Rom/ ��isp "'Fe���b �sr'i'e he k h�FpggT44 fiar°re�da beanot � FNT 0) gr R r/ on of pprOv rmit the ai of - • O arse a provisi anY RF►�/E F�� pFNO ing C°��s c WED e yNspF�r C FiNq O qT6- DATE: ISSUE: 04-24-2017 06-30-2017 08-28-2017 10-17-2017 01-05-2018 06-26-2018 06-13-2019 07-30-2019 BUILDING PERMIT BUILDING PERMIT REV.01 BUILDING PERMIT REV.02 BUILDING PERMIT REV.03 CONSTRUCTION SET ARCH REVIEW FIFTH WALL LAYOUT FIFTH FLOOR GB JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: FIFTH FLOOR FRAMING PLAN S2.5 NORTH PLOT DATE: 7/30/2019 3:06:15 PM C3) (5� ROOF PLAN NOTES: 1. SEE S2.5 FOR PLAN NOTES AND FRAMING MEMBER SCHEDULE. PREFABRICATED TRUSS NOTES: STRUCTURAL ENGINEER: PROVEST 1-9 1/2" 3'-10 1/4" A (200 PLF) [1 I' (250 PLF) 8'-7 7/8" /2 \ ELEVATOR STRUCTURAL SUPPORT FRAMING AND CONNECTION TO BUILDING STRUCTURAL SYSTEMS SHALL BE SUBMITTED AS DEFERRED SUBMITTALS. ST3 AT BOTTOM 4 8'-81 /2" ST3 13'-9 3/8" /3 9'-1 1 /4" B1(C) U 17'-9" J SL 2.0E Tnl Inn I IrAnrn B1(C) A II Tnl Inn I IrAnrn I RUJJ ncmucR 1 RCSS HEAD B1(C) I ST3 5'-6" P U- J d O O CO L /9\ /2\ A (250 PLF) /\ (250 PLF) A (250 PLF) (250 PLF) /\ (250 PLF) A (200 PLF) bo M 9 fr M 9 r` v 4 0) v CV Cr) A 1. THE TRUSS MANUFACTURER SHALL DESIGN ALL MEMBERS, TRUSS TYPES, AND CONNECTIONS FOR THE LOADS SPECIFIED HEREIN, INCLUDING MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT LOADS. DESIGN SHALL BE BY A CIVIL OR STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALFINORNIA, AND SHALL BE IN CONFORMANCE WITH ANSI/TPI 1. 2. ALL PREFABRICATED TRUSSES SHALL BE FABRICATED FROM STRESS GRADE LUMBER. 3. ALL PREFABRICATED TRUSSES SHALL BE PLATE -CONNECTED WOOD TRUSSES. 4. ALL FRAMING LUMBER SHALL HAVE A MAXIMUM OF MOISTURE CONTENT OF 19 PERCENT. 5. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ARCHITECT (AOR) AND ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 6. SHOP DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALIFORNIA. 7. SHOP DRAWINGS SHALL INCLUDE THE LAYOUT OF THE TRUSSES, SIZES OF THE MEMBERS AND CONNECTION DETAILS. ALL TRUSSES SHALL ACCOMMODATE ROOF/FLOOR LAYOUTS AND REFLECTED CEILING LAYOUTS AS SHOWN ON ARCHITECTURAL DRAWINGS. THEIR DESIGN AND CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 8. ALL TRUSS -TO -TRUSS, AND TRUSS -TO -WALL CONNECTIONS SHALL BE DEISGNED AND SPECIFIED BY THE TRUSS MANUFACTURER. SUCH CONNECTIONS SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS. 9. AFTER THE REVIEW IS COMPLETE AND PRIOR TO FABRICATION OF TRUSSES, COPIES OF THE TRUSS SHOP DRAWINGS AND DESIGN CALCULATIONS BEARING THE APPROVAL OF AOR AND EOR SHALL BE FORWARDED TO THE BUILDING DEPARTMENT FOR REVIEW. 10. TEMPORARY AND PERMANENT BRACING PER MANUFACTURER'S RECOMMENDATIONS SHALL BE INSTALLED TO HOLD TRUSS TRUE AND PLUMB UNTIL PERMANENT SHEATHING IS INSTALLED. 11. DESIGN LOADING CRITERIA: A. SUPERIMPOSED DEAD LOAD (UNFACTORED): • TOP CHORD: 12 PSF • BOTTOM CHORD: 10 PSF B. LIVE LOAD (UNFACTORED): • TOP CHORD: 20 PSF • BOTTOM CHORD: 10 PSF AND 150 LBS POINT LOAD NONCONCURRENT WITH ANY OTHER LIVE LOAD C. TOP AND BOTTOM CHORDS SHALL ALSO BE DESIGNED FOR ADDITIONAL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPEMENT LOADS, SEE MEP AND ARCHITECTURAL DRAWINGS FOR LOCATION OF EQUIPMENT AND LOADS. D, TOP CHORDS SHALL BE DESIGNED FOR PHOTO -VOLTAIC PANELS' POINT LOADS. E. WIND LOADS: • SEE CRITERIA PER NOTE 2B, SECTION "DESIGN CRITERIA", GENERAL NOTES 1, SHEET SO.2 F. SEISMIC LOADS: • SEE PLAN, SHEET S2.6, FOR COLLECTOR LOADS WHICH ARE BASED ON UNIFORM DIAPHRAGM FORCES OF 16 PSF. 12. DEFLECTION CRITERIA: A. DEAD + LIVE LOAD = L/240 B. LIVE LOAD ONLY = L/360 LEGENDS: (250 PLF) DENOTES SEISMIC COLLECTOR FORCES (POUND PER LINEAR FOOT) — — — DENOTES COLLECTOR LINE. THE TRUSS MANUFACTURER SHALL DESIGN COLLECTOR MEMBERS AND CONNECTIONS FOR THE SPECIFIED SEISMIC COLLECTOR FORCES. CONNECTIONS SHALL EFFECTIVELY TRANSFER COLLECTOR FORCES FROM DIAPHRAGM TO THE TOP OF THE SHEAR WALLS. ANY ECCENTRICITIES BETWEEN COLLECTOR FORCES AND TOP OF SHEAR WALLS SHALL BE CONSIDERED IN THE DESIGN. /;\ euauN REVIEWED GAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE THIS PAGE WAS REVISION # DATE BY WISED -0-17 REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 1491 -1493 OAK GROVE AVE. DATE: ISSUE: 04-24-2017 06-30-2017 08-28-2017 10-17-2017 01-05-2018 06-13-2019 BUILDING PERMIT BUILDING PERMIT REV.01 BUILDING PERMIT REV.02 BUILDING PERMIT REV.03 CONSTRUCTION SET FIFTH WALL LAYOUT JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: ROOF FRAMING PLAN � ROOF FRAMING PLAN NORTH SCALE: 1/4" = 1'-0" S2.6 PLOT DATE: 7/30/2019 1:33:39 PM S3.3 SIM (4) 6 HSS 10X6X1/2" BEAM STRUCTURAL ENGINEER: .2ND FL 10'-10" RAMP S PER P 1ST FL 0'0" BASEM 9'-8" 4 SCALE : 114" = 1'-0" ok 2ND FLOOR 10'-10" . 1ST FLOOR 0'-0" BASEMENT v — JIr\Ir\vrI_IV11Vv DOR DEPRESSED SLAB, SAD 1 \\ \ \ .,. "\\\ // /'/ COL PER PLAN EXTEND COL VERT REINF & COL TIES DOWN #4@12"OC,EF /� AN / / /// \ . \.\ TO MAT FDN, TYP 5 ( LL o 8 J )OR ' ' ` - S3.3 '� N �V o ' U-I 1- n #4512"OC,EF ENT V DOWELS TO MAT COL VERT REINF H WALL ELEVATION (12" THICK) MAT FDN PER PLAN ► WALL VERT REINF PER DETAIL 1/S3.3 -- r-r r —I- L.L w C) 0 (N t #4@12"OC,EF A #4@12"0C,EF 10" WAL _ U- W C) 0 :11)Nam` VIrk 12" WALL XO WALi_ VERT REINF PER DET 5/S3.3, TYP @BASEMENT WALL UNO ELEVA-OR PIT BEYOND NNN J WALL BEYOND 4'-0" -* DOWELS TO MATCH WALL VERT REINF 4'-0" 4'-0" • di 2ND FLO 10'-10" 0' $1S0"T FLOG BASEME -9'-8" B R i #4@12"0C,EF L- in c O EN R Q cl- g oiii (i) J Z W W 0) V 1 � #4@12"0C,E IF A r Q0_ T C. 0 N r V o� LLI (.7) "1- W 11 I—C1J MAT FDN PER PLAN DOWELS TO MATCH WALL VERT REINF 2ND FLOOR 10'-loll 1ST FLOOR 0'-o" BASEMENT 9'-8" s #4@12"00EF RAMP SLAB PER PLAN L LL W C) 0 N #4@12"OC,EF O t t WALL VERT REINF PER DETAIL 5/S3.3 -V Q� - Zw � J Z0_ :■ DOWELS TO MATCH WALL VERT REINF, TYP - 9 WALL ELEVATION (1O"THICK) im SCALE : 1/4" = 1'-0" 2ND FLOOR 10'-10" 0'1ST0" FLOOR BASEMENT -9'-8" G C) Irk #4 12"OC,EF 1 31 /r" S COL PER PLAN a_ J Z 0 Z L1J I— W U a_ (I) W C) 0 CN #4@12"OC,E n x LL LL c.5 0 CN 1 8 WALL ELEVATION (THICKNESS VARIES) 7WALL ELEVATION (10" THICK) WALL ELEVATION (10" THICK) SCALE : 1/4" =1'-0" SCALE : 1/4" = 1'-0" SCALE : 1/4" =1' 0" COL PER PLAN DOWELS TO MATCH WALL VERT REINF, TYP MAT FDN PER PLAN MAT FDN PER PLAN dk 2ND FLOOR 10'-10" 1ST FLOOR 0'0" BASEMENT -9'-8" #4@12"OC,EF U- LL C5 O N A #4@12"OC,EF MAT FDN PER PLAN WALL VERT REINF PER DET 5/S3.3, TYP AT BASEMENT WALL, UNO WALL ELEVATION (12" THICK, TYP) 1'-0" L___ � S3.2 S3.1 L 5 S3.1 PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. REVIEWED FOR CODE COMPLIAIaCI OCT 3 0 2011 BUREAU VERITAS NORTH AMERICA, INC DATE ISSUE: 04-24-2017 BUILDING PERMIT ED BURLINGAUF BLDG DEPAPTM♦_NT This plan check shall net be construed to be a permit ror, or and approval of any violation of the provisions et Burlingame Building Codes —Arm-ftVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: CONCRETE WALL ELEVATIONS 1 KEY PLAN S3.1 PLOT DATE: 9/26/2017 7:41:21 PM 1ST FLOOR 0'-0" G COL PER PLAN. EXTEND COL VERT REINF & COL TIES DOWN TO MAT FDN, TYP di BASEMENT -9'-8" K 7 ( #4@12"OC,EF #5@12"0C EF L V DOWELS TO MATCH WALL VERT REINF TYP 4 WALL ELEVATION (10" THICK) SCALE : 114" = 1'-0" MAT FDN PER PLAN 1ST FLOOR fr_0'-0" di BASEMENT -9'-8" 4 STAIR OPENING PER PLAN T L #4R12"OC,EF r -- MAT FDN PER PLAN WALL ELEVATION (10" THICK) iv SCALE : 114" = 1'-0" DOWELS TO MATCH WALL VERT REINF di 2ND FLOOR 10'-10" di 1ST FLOOR 0'-0" di BASEMENT -9'-8" STEP FTG BEYOND r 44@12"OC,EF, / #5 12"0C, EF \/ WALL VERT REINF PER DETAIL 5/S3.3 WALL VERT REINF - PER DETAIL 8/S3.3 ■ 1 L T #5@12"OC,EF r #5@12"0CEF n WALL ELEVATION (12" THICK) SCALE : 114" = 1'-0" j 1 )k, S3.2 - MAT FDN PER PLAN • • 3\ S3.2 2 , S3.1, Cp.; N CM KEY PLAN STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn L i ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 w 0 CC C� 0 CO 71- LU z 'MEWED FOR CODE COMPLCr CE OCT 30 2017 BUREAU VERITAS NORTH AMERICA, INC. m DATE: ISSUE: 04-24-2017 BUILDING PERMIT ritVIEWED BURLINGAME BLDG DEP* TMEN1 This plan check shall not be construed to be a permit FOr, w and approval of any violation of 'he provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET. CONCRETE WALL ELEVATIONS 2 S3.2 PLOT DATE: 9/26/2017 7:41:21 PM STRUCTURAL ENGINEER: PROVEST 8 SCALE : 3/4" =1-0" MAT FOUNDATION REINF, PER PLAN TOC -1ST FLR ♦ PER PLAN ♦ 1'-0" SECTION 4'-0" — 10" WALL WHERE • OCCURS 4-#7xr TYP #6 @ 12"x TYP C.J. #5 @ 12" TYP, UNO #6 @ 12" E.F. TYP UNO E CL w a 1" CLR TYP, UNO MAT REINF PER PLAN 1'-0" / #6@12"OC 4 WALL HORIZ REINF PER ELEVATION I/ #7@12"OC 1 12" CLR /TYP. UNO ( H/3 OR 1.3Ld MIN. • / \\/y #6 @ 12" OC #7@12"OC TOC ://%/%�% T.O. SOIL, SCD T.O.; ALL, SAD x 2" CLR-4 TYP. UNO 12" RETAINING WALL / SEE PLAN FOR LOCATION MAX (H/3, 1.3 xL T.O. OF RAMP • VARIES, SAD WATERPROOFING PER ARCH i • • • • • • • • HE GHTL'H' DE.DPT. H OA © ® ® EO OO 'H's 4'-0" 12" #5@12 #5@12 #5@12 #5@12 #5@12 #4@12 #4@12 4'-0" <'H's 10'-0" 24" #7@12 #5@12 #5@12 #5@12 #6@12 #5@12 #5@12 #4 HORIZ @ 12" OC E.F. 1" CLR 'TYP UNO ;A, WATERSTOP AT ALL WALL CONSTRUCTION JOINT BELOW GRADE, TYP EXTERIOR FACE - —I OF BASEMENT WALL 1/2" GAP WALL FOUNDATION • G G� MAX (H/3, 1.3 xLd) G • • • • j r wig WM vis,00;00.0e•freevevefreit j�r-i FOR SUBGRADE PREPARATION AT MAT FDN 11 /S1.1 NOTE: FOR INFO NOT SHOWN SHEET 5/S3.3 Ct ifirt .,.�kV OM CANTILEVER RETAINING WALL SECTION SCALE : 3/4" =1'•0" a w EXTERIOR GRADE SEE CIVIL DWGS TOC -1ST FLR z/\/\/\/\//) WATERPROOFING N PER ARCH PROVIDE COMPRESSIBLE FILL AT THE GAP 2" CLR TYP. UNO TOC CONC WALL WHERE OCCURS PER PLAN AND ELEVATION EXTEND VERT REINF ABOVE SLAB & SPLICE W/ WALL REINF ABOVE CONC SLAB AND REINF PER PLAN • •-■ • • 1'-0" • • WALL • -9'-8" #5 VERT @ 12" OC E.F. #4 HORIZ @ 12" OC E.F. 1" CLR TYP, UNO WATERSTOP AT ALL WALL CONSTRUCTION JOINT BELOW GRADE, TYP U MAT FOUNDATION PERIMETER DRAIN, S.A.D AND CIVIL, TYP / MAX H/3,1.3Ld ) /jam/j /j�/jam/ ♦ M c // \/\/\i\i, /,‘ #5 2VERT/�� \///\/j' NOTES: DO NOT BACKFILL BEHIND WALL, PROVIDE AND KEEP TEMP SHORING AT TOP OF WALL UNTIL CONCRETE SLABS AT 1ST FOOR ATTAINS SPECIFIED 28-DAY STRENGTH. 2. ONLY HAND OPERATED EQUIPMENT SHOULD BE USED TO COMPACT THE BACKFILL SOIL 3. DESIGN WATER LABLE EL =-13'-6" #6 VERT @12" OC FOR SUBGRADE PREPARATION AT SOG 10/S1.1 TYPICAL BASEMENT WALL SECTION ihf SCALE : 3/4" = 1'-0" STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 Ili w 0 CC CD 0 Cr) V) Q U LLI V VEINED FOR CODE CC►':R.r",.„ E OCT 3 0 2011 .,uiLEAU VERITAS NORM m DATE: ISSUE: 04-24-2017 BUILDING PERMIT REVIEWED BURLINGAME BLDG DtPARTMENT This plan check shall not be c•nstrued to be a Kermit violator ion on and f approval of any he Pwvlsi•ns of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED RY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: CONCRETE WALL SECTIONS AND DETAILS S3.3 PLOT DATE: 9/26/2017 7:41:21 PM CL 2'7" (8) #7 VERT, TYP FROM COL ABOVE 2'-6" ADD #4 CONT 2'-0" STRUCTURAL ENGINEER: PROVEST SLAB REINF PER PLAN, TYP • TENSION LAP SPLICE, TYP d, 6" 6" dr- I s? J ABOVE SECTION A J 0 0 TYPICAL COLUMN DROP CAP DETAIL SCALE : 1" =1'-0" (4) #10 DOWELS (8) #7 VERT, TYP FROM COL BELOW 0 w #5 @ 4" OC TIESET WITHIN THE DROPCAP ADD (4) #5 VERT AT CORNER PROVIDE HRC555 AT TOP & BOTT, TYP 18" THICK COL DROP CAP • (4)-#10 VERT DOWELS 3 SCALE::I8I4'.'S= 1'-0" 2'-0" • • 0 • SECTION • • • — #5@4"OC TIE SET, TYP, UNO LAYOUT OF COL ABOVE • • WALL REINF PER ELEVATION PLAN VIEW 6#7 VERT FROM LEVEL ABOVE \ ADD 3#7 VERT 2 SCALE:: N:T Sl'-0" SECTION s- Y I ‘• I ✓ �. PLAN VIEW • • • • • #5@4"OC TIE SET, TYP, UNO 8#7 VERT, TYP WALL REINF PER ELEVATION WALL WHERE OCCURS T.O. CONCA SEE PLAN DROP CAP DEPTH • z 0 w w CONC COLUMN ABOVE, WHERE OCCURS PER PLAN HOOK COLUMN VERT REINF AT TOP OF SLAB AT LOCATION WITHOUT COLUMN ABOVE SLAB REINF PER PLAN TYP. 0 • PLAN VIEW SECTION #5@4"OC TIE SET, TYP, UNO 6#7 VERT, TYP SCALE:: N:T t'-0" • LAP SPLICE PER SCHED TYP J 0 J U • • 1/4" MAX PENETRATION OF COLUMN INTO DROP CAP REFER TO COLUMN SCHED FOR REINF EQ • • • • • • • • DROP CAP PER PLAN #5@12"OC EW AT BOTTOM EQ TYPICAL COLUMN DROP CAP DETAIL SCALE: N.T.S. WIDTH SEE PLAN STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 �i w 0 CC 0 Co 0) 1 iT— V DATE: ISSUE: .'BCD FOR CODE U,71r,; OCT 3 0 2017 VERITAS tft,itltl itidziaiieli, INC. 04-24-2017 BUILDING PERMIT REVIEWED BURLINGAMBLDG DEPARTMENT EARTME . This plan check shall not be conStru•d to be a permit For, or and approval of any violation of the provisi•n, of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED 8Y DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: CONCRETE COLUMN SECTIONS AND DETAILS S4.1 PLOT DATE: 9/26/2017 7:41:22 PM - STAGGER REINF AS NOTED ON PLAN STRUCTURAL ENGINEER: PROVEST STAGGER REINF AS NOTED ON PLAN • • \\\ • • / • / • 1.5xD "W" / 1.5xD / ■ TOP REINF, SEE PLAN I REINFORCING AT INTERIOR SUPPORT NOTES: TOP REINF TO BE DISTRIBUTED WI THESE DIM EW @ 12" MAX SPCG 0 0 BANDED TENDONS, (6) PER BUNDLE, MAX 0 o. >< 't DISTRIBUTED TENDONS, SPCG PER PLAN 1. A MINIMUM OF TWO TENDONS ARE TO PASS DIRECTLY OVER COLUMN EACH WAY. 2. LEGEND: W =COLUMN WIDTH D = DEPTH OF SLAB OR DEPTH OF SLAB PLUS DROP PANEL. IVlPA Munk \ SLOPESTRAIGHT 1-- TENDON 1 12 • • • w T . / / TYPICAL POST -TENSIONED REINFORCING AT SUPPORT FOR TWO-WAY SLABS SCALE: N.T.S. 1 1l2"x3112"x1'-0" LONG BEVELED KEYED JT @ 24" OC. KEYS PLACED TO AVOID TENDON ANCHORS. 3'-0" CLOSURE STRIP LOC PER PLANS SEE PLAN FOR REINF PT TENDON NOTES: r SEE NOTE 3 i TENDON ANCHOR, TYP SEE NOTE 2 TENDON TAILS SHALL BE REMOVED PRIOR TO CONC PLACEMENT IN CLOSURE STRIP CLOSURE STRIP SLAB. CAST (28) DAYS MIN AFTER TENDON STRESSING 1. SEE "TYPICAL POST -TENSION ANCHOR AT SLAB EDGE" DETAIL FOR ADDITIONAL REINFORCING AT ANCHOR. 2. SHORE SLAB UNTIL CLOSURE STRIP HAS REACHED 28 DAY DESIGN STRENGTH. 3. LAP SPLICE Lsb UNLESS NOTED OTHERWISE. WHERE LAP CANNOT BE ACHIEVED, PROVIDE BAR COUPLERS THAT REMAIN UNFASTENED UNTIL JUST PRIOR TO CASTING OF CLOSURE STRIP. WALL PER PLAN (4) #4 CONT T&B LAP 2'-0" CONT 1" KEY TYP POST -TENSIONED CLOSURE STRIP AT WALL SCALE: N.T.S. PROVIDE SMOOTH TRANSITION TENDON TO REMAIN STRAIGHT 2'-0" MIN PAST OPNG, TYP Z U M SEE "TYPICAL SKEWED TENDONS" DET .111111111111111111 PT TENDON, TYP NOTES: 1. ALL SLAB OPENINGS FROM 10" TO 2'-6" SHALL BE REINFORCED AS NOTED. SEE PLANS FOR LARGE SLAB OPENINGS. #4 T&B TYP L SUPT 6" MIN 1.5xD "W" / f REINFORCING AT EXTERIOR SUPPORT ( L1" 1'6" 0 W 0 w TENDON SHALL REMAIN STRAIGHT WALL, COL, OR BM AS INDICATED ON PLANS, TYP EXTERIOR SUPPORT NOTES: 1. SEE PLANS FOR TENDON LAYOUT. EXTERIOR SPAN 2. TENDON LOW POINTS ARE LOCATED MIDWAY BETWEEN HIGH POINTS UNLESS NOTED OTHERWISE. SLAB EDGE HAIRPIN BARS. SEE "TYP PT ANCHOR AT SLAB EDGE" DET 3" MIN FOR 7" THICK SLAB OR GREATER. 8" MIN FOR 61/2 " THICK SLAB OR LESS NOTES: 1 1/2"x31/2"x1-0" LONG BEVELED KEYED JT @ 24" OC. KEYS PLACED TO AVOID TENDON ANCHORS. 1ST POUR HARDENED CONC TYP SLAB REINF OR #4x6'-0" @ 12" T&B MIN Lsb 1. CONTRACTOR TO SUBMIT LOCATIONS OF CONSTRUCTION JOINTS TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 2. SEE "TYPICAL POST -TENSION ANCHOR AT SLAB EDGE" DETAIL FOR ADDITIONAL REINFORCING AT ANCHOR. PT TENDON INTERMEDIATE STRESSING ANCHOR w w C/) z a CONTR SHALL USE DIAG CUT LONG GROMMETS WHERE SLAB EDGES ARE NOT PERP TO PT CABLE RUN GROMMETS AT STRESSING END ONLY. STRESSING POCKETS SHALL BE PACKED W/ NON -SHRINK GROUT AFTER TENDON ENDS ARE CUT CONTR SHALL USE DIAG CUT LONG GROMMETS WHERE SLAB EDGES ARE NOT PERP TO PT CABLE RUN — 21/2" MIN COVER AT STRESSING END, 6" MIN AT DEAD END TENDON ANCHOR, SEE NOTE 2 PT TENDON (2) #4 CONT BACKUP BARS, LAP 2-6" AS REQD & STAGGER EXTEND 6" BEYOND LAST TENDON, MIN DISTRIBUTED TENDONS — - 21/2" MIN COVER AT STRESSING END, -/-4 6" MIN AT DEAD END r TENDON ANCHOR, SEE NOTE 2 PT TENDON GROMMETS AT STRESSING END ONLY. STRESSING POCKETS SHALL BE PACKED W/ NON -SHRINK GROUT AFTER TENDON ENDS ARE CUT (2) #4 CONT BACKUP BARS, LAP 2'-6" AS REQD & STAGGER. EXTEND 6" BEYOND LAST TENDON, MIN NOTES: 1. BANDED TENDON DETAIL APPLIES FOR GROUPS OF FOUR OR MORE TENDONS WHERE ANCHOR SPACING IS LESS THAN 12 INCHES. • w w Cn • z W Q 1'-0" /dr' 2" BANDED TENDONS 1'-6" #4x L HAIRPINS BTWN EA ANCHOR & EA END OF ANCHOR GROUP W/ (2) #4 T&B, EXTEND 1'-6" BEYOND LAST HAIRPIN. TYP AT ALL BANDS 2. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7 INCHES THICK. PLACE ANCHORS HORIZONTALLY FOR SLABS LESS THAN 7 INCHES THICK. z a. TYPICAL POST -TENSIONED ANCHOR AT SLAB I SCALE: N.T.S. #4x4'-0" T&B, TYP #4 T&B, TYP MECH SPLICE AT CONTR'S OPT 4'-0" MAX, SEE PLAN 1'-6" #4x'ES OF PT STRAND #4@12"T&BEW z ) w zr 1 1/2x3 1/2x1'-0" LONG BEVELED KEYED JT @18"OC 2'-0" ,TYP CAST CONC AFTER TENDON STRESSING TYPICAL POST -TENSIONED SLAB CONST JOINT TYPICAL STRESSING BLOCKOUT SCALE: N.T.S. SCALE: N.T.S. ADDED TENDONS, SEE PLANS L SUPT PROVIDE #4x3'-0" ABOVE & BELOW ADDED TENDON ANCHOR i INTERIOR SUPPORT "L2"/3, UNO ON PLAN INTERIOR SPAN 3. DRAPE TENDON IN PARABOLIC PROFILE BETWEEN LOW AND HIGH POINTS. TENDON DIM FROM BOT OF SLAB HIGH & LOW PTS ARE NOTED ON PLANS. DIMS SHOWN ARE TO CG OF TENDON. • CL SUPT 3'-6" CANTILEVERED SLAB 4. DROP PANELS, WHERE THEY OCCUR, ARE NOT SHOWN FOR CLARITY. W TENDON SHALL REMAIN STRAIGHT STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U LU r� V Z .'IEWED FOR CODE COMPLIANCE m OCT 3 0 2011 BUREAU VERITAS NORTH AMERICA, INC. No. S 447 Exp. 12-31-18 ,5021191111 DATE ISSUE. 04-24-2017 BUILDING PERMIT REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approve, of arty violation of the provisions •t Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL POST -TENSION DETAILS 1 9 TYPICAL TENDON CURVATURE AT OPENING 1 1 TYPICAL POST -TENSION SLAB TENDON PROFILE SCALE: N.T.S. I I SCALE: N.T.S. S5.1 PLOT DATE: 9/26/2017 7:41:22 PM MAX OF (2) CONDUIT LAYERS CROSSING AT ANY LOC m < J o z J u- O 0 o= w #4 @ 12" T&B I- o WHERE (3) OR MORE SINGLE CONDUITS OCCUR, PROVIDE REINF FOR CONDUIT GROUP. (3) CONDUITS MAX, IN EA GROUP. � 1 CONDUIT DIA MIN — NOTES: 1. 2. 3. 4. 5. 1'-0" / 1'-0" MIN { (1) - (2) CONDUITS (3)+ CONDUITS H/ 6 DIA MAX, TYP DO NOT PLACE CONDUIT WITHIN 4'-0" OF COLUMN FACE OR THROUGH SLAB SHEAR REINFORCING STUD RAILS. KEEP CONDUIT AT LEAST 2'-0" AWAY FROM POST -TENSIONED TENDON ANCHORAGE. MAINTAIN A MINIMUM HORIZONTAL CLEARANCE FROM PARALLEL PT TENDONS OF 1'-0" AND A MINIMUM VERTICAL CLEARANCE OF ONE INCH FROM PT TENDONS BEING CROSSED. CONGESTED AREAS OF CONDUIT THAT DO NOT MEET THIS CRITERIA SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ADDITIONAL REINFORCEMENT MAY BE NECESSARY. DO NOT TIE CONDUIT DIRECTLY TO REINFORCEMENT PARALLEL TO CONDUIT. PROVIDE MINIMUM db, BUT NOT LESS THAN ONE INCH CLEAR BETWEEN CONDUIT AND REINFORCEMENT. A TYPICAL CONDUIT PLACEMENT CRITERIA SCALE: N.T.S. SLAB EDGE NOTES: 6"MIN STL PIPE INSERT IS NOT REQD FOR SLAB PEN LOCATED OUTSIDE THE 45° ZONE OF ANCHOR AT FREE SLAB EDGE STL PIPE INSERT REQD WHEN SLAB PEN IS LOCATED WITHIN THE 45° ZONE OF ANCHOR I/N \3" MIN CLR STL PIPE INSERT IS NOT REQD FOR SLAB PEN LOCATED MORE THAN TWICE THE GREATEST OPNG DIM (36" MIN) FROM ANCHORS 1. SEE "TYPICAL ADDED REINFORCEMENT AT GROUPED OPENINGS IN FLAT SLAB" FOR ADDITIONAL SLAB PENETRATION CRITERIA, REINFORCEMENT, AND SUBMITTAL REQUIREMENTS. REINF BARS PER PLAN NOTES: MAX EXTENT OF MILD REINF DISTRIBUTION OVER COLUMN, TYP EA DIRECTION 1.5xD 1.5xD DISTRIBUTED TENDONS BANDED / TENDONS 00 • 00 ° 00 00 • SEE PLANS FOR BOT BARS OVER COLUMNS 1. SLAB SHEAR REINFORCING NOT SHOWN. 0 COL CJ SHALL BE AT SLAB SOFFIT. COL OVERPOURS SHALL BE REMOVED DOWN TO W/IN 1/2 " OF SLAB SOFFIT. 3 TYPICAL SLAB PENETRATION AT PT ANCHORS TYPICAL COLUMN / SLAB INTERSECTION SCALE: N.T.S. SCALE: N.T.S. PT SLAB 2" CLR BTWN TENDONS AT SKEW (6) TENDONS MAX PER BUNDLE PT SLAB TENDON BUNDLE NOTES: LcIMIN PAST LAST TENDON 0 0 SECTION A CL w CL ADJACENT BUNDLE OF TENDONS WHERE OCCURS #4x( @12" OVER LENGTH OF CURVED SECTION FOR EA BUNDLE REINF MAYBE PLACED AS SHOWN SECTION B 1. LIMIT "X" TO 6 AT MINIMUM. 2. WHERE "X" IS 12 OR GREATER, NO HAIRPINS ARE REQUIRED. 3. MINIMUM LENGTH OF CURVED SECTION IS EQUAL TO 20/X (IN FEET). REINF BARS PER PLAN MAX EXTENT OF MILD REINF DISTRIBUTION OVER DROP PANEL, TYP EA DIRECTION 1.5xD CL COL * 1.5xD DISTRIBUTED TENDONS BANDED TENDONS °° SEE PLANS FOR BOT BARS OVER COLUMNS 00 PER PLAN PER PLAN SEE "TYPICAL DROP PANEL" DETAIL FOR REINFORCING AT DROP PANEL. NOTES: 1. SLAB SHEAR REINFORCING NOT SHOWN. w 6 3/8" , TYP COL CJ SHALL BE AT DROP PANEL SOFFIT. COL OVERPOURS SHALL BE REMOVED DOWN TO W/IN 1/2" OF DROP PANEL SOFFIT I TYPICAL INTERIOR COLUMN WITH DROP PANEL SCALE: N.T.S. LENGTH OF CURVED SECT PER NOTE 3 & EXTENT OF HAIRPINS 6 TYPICAL REINFORCING AT SKEWED BANDED TENDONS SCALE: N.T.S. p STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U W �Q V z r VIEWED FOR CODE COMPLIANCE OCT 3 0 2011 CO i2EAU VERITAS NORTH AMERICA, INC. DATE: ISSUE 04-24-2017 BUILDING PERMIT i- EVIEWED BURLINGAME BLDG DEPAR I MENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Comes APPNOVAL PENDING FINAL FIELD INSPECT ION REVIEWED BY DATC JOB. 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL POST -TENSION DETAILS 2 S5.2 PLOT DATE: 9/26/2017 7:41:22 PM STRUCTURAL ENGINEER: POST EACH SIDE SEE SCHEDULE CONT SILL PLATE PLYWOOD SHTG SEE PLAN WOOD BEAM - SEE PLAN TIEDOWN TO WOOD BEAM TIEDOWN ROD COUPLING TAKE-UP DEVICE THREADED ROD IS TO MATCH TIEDOWN ROD, TYP BEARING PLATE 1" TYP - SEE ARCH 3x MIN PT MUDSILL PL w/ AB PER —\ WOOD SHEAR WALL SCHEDULE TIEDOWN TO WOOD BEAM DETAIL SCALE: N.T.S. • J a w w STEEL COL -� PER PLAN Av 1 // // /7 // 1 5/16 3/4"x15" SQ BASE PL w/(4) 3/4" 0 WELD BOLTS • II.-\` •I I• - b 1/2"x3" SQ PL (4) #5x8'-0" TOP AND BOT EW PROVIDE 90° HOOK AT EDGE OF SLAB TYP <TYP NOTE: TOP AND BOTTOM BARS AND TIES SHALL BE INSTALLED IN PODIUM SLAB PER TYPICAL HOLDOWN DETAIL. 7 STEEL COLUMN TO CONCRETE SLAB SCALE: N.T.S. TIEDOWN ROD PER SCHED COUPLING NUT #6x3'-0" HAIRPIN Li-• THREADED ROD TO MATCH SIZE AND STRENGTH OF TIEDOWN ROD ir BEARING PLATE 2"x3-1/2"x8" <�f CONC N WALL \� 1 1/2" CLR 31/2' 3x PT SILL PL — (2) #6 HAIRPINS @3"OC EA SIDE OF ROD ifr • ; 31/4" MIN C_ OF ROD 10 AT EDGE CONDITION w/ CONC WALL BELOW 3 SIDE, TYP. Wx BEAM, SEE PLAN TO PW TIE DOWN 1/4 WELD PL TO HSS COL. / 3/16 SECTION 12 SCALE: N.T.S. fff f 7 7/8" V 111111111 NN SHEAR WALL PANEL PER PLAN CONC SLAB PER PLAN 9 WALL ANCHORAGE AT PARTY WALL 3 SCALE: N.T.S. FACE OF OPNG OR CORNER CONDITION AT WINDOW — — — — T r— �ENTYP PLAN DETAIL A -A SHEAR WALL PANEL PER PLAN STUD WALL, TYP SHEAR WALL /7/ PANEL WHERE OCCURS PER PLAN IPT MJ�QSIII F�y�IAQ,PER WOOD SHEAR WALL SCHED CONC SLAB PER PLAN WALL ANCHORAGE 2\ AT SHEAR/BEARING WALL CRIPPLE STUD -- #4 ANCHOR REINF EA SIDE J OF HOLDOWN A.B. (TOTAL 2, SPACED 3" FROM A.B.) HOLDOWN AT PODIUM SLAB ALE: N.T.S. 3/4" 0 WELDED ALL THREADED @ 3'-0"O.C. W10x49 SECTION D-D V COL ABOVE WF STUB BELOW 1"0 HOLE @TOP PL, TYP (2) #5x6'-0" T&B, EA WAY CENTERED ON HOLDOWN HOLDOWN BOLT HDU5 - 5/8" 0 wl 3/8"x 4" SQ PLATE WASHER HDU8 - 7/8" 0 wl 3/8"x 4" SQ PLATE WASHER HDU 11-1 " 0 w/ 3/8"x 4" SQ PLATE WASHER I TYPICALBASE DETAIL AT POST w/ TIEDOWN SCALE: N.T.S. STIFF PL 3/8" EACH SIDE, TYP rr w J J 0 0 3 PL 1/4"x3"x12" LONG W/ (10) SDS-1/4x3" SCREWS @ 1" O.C. STAGGERED, TYP HSS COL, SEE PLAN NAILER, TYP OP WWYVYYYYI-'YYY v , YYv1-= Y`N w \ NAILER TO ALIGN w/ EDGE OF BEAM FLANGE, - BEAR DIRECTLY ON BEAM BOTTOM FLANGE, AND FASTENED TO BEAM WEB wl 5/8" 0 RECESSED THREADED STUDS @ 16"oc, TYP SECTION C-C Jr 1/ COL DEPT A 2 -PL3/4"W/ (4)-1"0 BOLTS (A235) 5/8" 0 WELDED AB PER WOOD SHEAR WALL SCHED FULL DEPTH BLKG @ 48", TYP EN TYP 5/8" 0 WELDED AB PER WOOD SHEAR WALL SCHED POST EACH SIDE SEE SCHEDULE 1/4 PLYWOOD SHEATHING CONT NAILER fff ti SHEAR WALL PANEL WHERE OCCURS, SEE PLANS STUD WALL, TYP WOOD SHEAR WALL SCHED -- SHEAR WALL PANEL (6) DECO PER PLAN (14)1/2" EN (1) #4 CONT CONC SLAB PER PLAN 4 WALL ANCHORAGE AT EXTERIOR WALL TIEDOWN ROD PER SCHEDULE COUPLING NUT -- THREADED ROD TO MATCH SIZE AND STRENGTH OF THE TIE DOWN ROD BEN (4)#4 EW TYP • -Yr N (2) #6x10'-0" TOP AND BEARING PL 3/4"x4-1/2"x4-1/2" TYP HEAVY HEX DOUBLE NUTS NOTE: NOT APPLICABLE FOR RUN ID'S T2.5, T2.6, T3.3, T3.4, T3.5, T3.6, T4.3, T4.4, T4.5, AND T4.6. FOR THESE RUNS, PLEASE REFER TO DET 6/- BOT ON TIE DOWN EA WAY, CTRD. TIEDOWN ROD DETAIL (AT INTERIOR CONDITION) 6" MAX TIEDOWN ROD ATS-WELDABLE CAGE ATS-DW PLATE TOP & BOT CONT SILL PLATE ff. 3/16 3 SIDES, TYP I W BEAM, SEE PLAN 1 1/2" 1 1/2" TIEDOWN TO WF BEAM PLAN DETAIL STIFFENER PL 3/8" EACH SIDE OF WEB SCALE: N.T.S. TIEDOWN x(D- 1 1/2"ONG TUDS @ -�\ 4 OCHER RAIL TYP #6x3'-0" BAR WELDED TO BENT PLATE CJ P 4' STL PL THREADED ROD M ElD M k4",, TYP (4) #6x3'-0" HAIRPINS @ 3"OC EA SIDE OF ROD #6x3'-0" HAIRPINS A (4) #6x10'-0" iiiiiiiiiii NM 0 gm mino! dm. !win rimer mmr. iTil; — — ---- %l////. J U (2) #6x3'-0"BAR WELDED TO BENT PLATE / DECON STUDRAILS TYP —" 31/4" MIN 10" EDGE OF SLAB CLR TIEDOWN ROD PER SCHED COUPLING NUT -- THREADED ROD TO MATCH SIZE AND STRENGTH OF TIE DOWN ROD PT SILL PL 3/4"x10-1/2"x1'-0" LONG FORM PAPER AROUND TIE -DOWN TO SEPARATE IT FROM CONCRETE 5/8 \ CJP < PJP PL 1-1/2"x10"x1'-0" LONG 5 TYPICAL TIEDOWN ROD DETAI (AT EDGE CONDITION) TIEDOWN ROD PER SCHEDULE PT MUD SILL FORM PAPER AROUND TIE -DOWN TO SEPARATE IT FROM CONCRETE 8x DECON STUDRAILS w/ (4) 1 /2" 0 x (D-1 1/2") LONG' S @ 6" OC PER RAIL TYP, UNO CJP\ COUPLING NUT THREADED ROD TO MATCH SIZE AND STRENGTH OF THE TIE DOWN ROD EN, TY s f BEARING PL 3/4"x6-1/2"x6-1/2" TYP 0 2 (2) #6x10'-0" LONG TOP AND BOTT EA WAY NOTES: 1. BEARING PLATE TO BE ASTM A992 (Fy=50 ksi) 6 TYPICAL TIEDOWN ROD DETAIL (AT INT COND w/ EMBED PLATE) L PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U w �Q Ct V 'MEWED FOR CODE CQMPL1M COM� OCT 3 0 2017 3UREAU VERITAS NORTH AMERICA, II DATE, ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 REVIEVvED BURLINGAMA BLDG DEPARTMENT This plan check shall not bc construed to be a permit For, or and approval of any violation of the provis;ona cf Burlingame Building Codas APPROVAL PENDING FINAL FIELD INSPEC TION REVIEWED BY DATE JOB: 1721.00 SCALE SHEET. AS NOTED DRAWN BY: Author PHASE: CD TYPICAL WOOD DETAILS 1 S6.1 SECTION B-B PLOT DATE: 9/26/2017 7:41:23 PM TOP PLATES BEARING PL PER MFR STRUCTURAL ENGINEER: ROOF - 5TH FL 4TH FL 3RD FL 2ND FL 5TH FL 4TH FL 3RD FL 2ND FL 4TH FL 3RD FL 2ND FL 3RD FL 2ND FL z TIEDOWN SYSTEM SCHE[1iJLE / D tr T4.1 T4.2 T4.3 T4.4 T4.5 T4.6 1 z T4.7 ASD CUMULATIVE TENSION LOADS IN ROD (kips) 42 4.2 6.5 9 14 14 i 15 4,2 6.5 13 13 20 26 z 15 6 5 9 17 20 25 37 i 15 6.5 9 20 30 35 50 15 TIEDOWN SYSTEM SCHEDULE 0 cL T3.1 T3.2 T3.3 T3.4 T3.5 T3.6 ASD CUMULATIVE TENSION LOADS IN ROD (kips) 4.2 4.2 6.5 9 14 14 4.2 6.5 13 20 24 28 6.5 9 20 30 35 38 TIEDOWN SYSTEM SCHEDULE 0 cL T2.1 T2.2 T2.3 T2.4 T2.5 T2.6 ASD CUMULATIVE TENSION LOADS IN ROD (kips) 4.2 4.2 6.5 6.5 9 14 4.2 6.5 9 13 22 28 TIEDOWN SYSTEM SCHEDULE 0 cr T1.1 T1.2 T1.3 T1.4 T1.5 ASD CUMULATIVE TENSION LOADS IN ROD (kips) 4.2 6.5 9 12 19 NOTES: 1. ANCHOR ROD TIEDOWN SYSTEMS SHALL HAVE A CURRENT ICC REPORT 2. LOAD LISTED AT ASD LEVEL 3. TOTAL VERTICAL MOVEMENT OF THE ANCHOR ROD TIEDOWN SYSTEM AND ALL COMPONENTS SHALL COMPLY WITH THE BUILDING DEPARTMENT 4. PROVIDE COUPLING TAKE-UP DEVICE AT ALL INTERMEDIATE LEVELS 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR TIEDOWN SYSTEM PER PROJECT GENERAL NOTES AND SPECIFICATIONS 6. POST SIZE IS THE MINIMUM POST SIZE UNO. SEE PLANS & DETAILS FOR CONDITION WHERE LARGER POST IS REQUIRED 7. HOLES FOR TIEDOWN ROD THROUGH TOP PLATES AND SOLID BLOCKING SHALL BE ROD DIAMETER +1/4" MAX 8. - - INDICATES RUN START AND TERMINATION TO PW TO PW TO PW lei TO PW PLATE HEIGHT F- c9 w w PLATE HEIGHT I- w Lu POST PER MFR, ES PW EN PER SW SCHED KING STUD ES POST PER SOLID B SAME TH AS W POST PER SOLID B SAME TH AS Wi POST PER SOLID B SAME TH AS W POST PER SOLID B SAME TH AS Wi PW EN STAGGERED EA POST SEE SW SCHED ALL THREADED ROD BY MFR MFR, ES .COKING CKNESS LL TYPE • . 6" MAX 1 p / E I I ALIGN G- - 6„ MAX A E MFR, ES � .00KING CKNESS LL TYPE I ' E -E it II I I ALIGN ` _ C -- 6" MAX / E ill 1 MFR, ES _COKING ICKNESS kLL TYPE �r-- 1 IIt I 1I ALIGN C 6" MAX A / E TO PW AKE-UP DEVICE EARING PL LR FRMG ca v W EN STAGGERED EA OST SEE LL THREADED ROD Y MFR AKE-UP DEVICE EARING PL LR FRMG PW EN STAGGERED EA DOST ALL THREADED ROD Y MFR MFR, ES _COKING CKNESS LL TYPE I1 I� IJ ALIGN 6" MAX ; ch U NOTES: 1. WHERE WELDED TO STEEL EMBEDS: A. TIEDOWN AB SHALL BE WELDABLE, TYP B. IF ASTM F1554 GRADE 55 IS USED FOR TIEDOWN AB, IT SHALL CONFORM TO SUPPLEMENTAL REQUIREMENTS S1 C. YIELD STRENGTH OF TIEDOWN ROD ABOVE SHALL NOT EXCEED Fy = 55 KSI AKE-UP DEVICE EARING PLATE WEN STAGGERED EA OST SEE SW SCHED LL THREADED ROD Y MFR AKE-UP DEVICE EARING PL LR FRMG WEN STAGGERED EA OST TPY. SEE SW CHED ON SHT S6.2 IE DOWN ROD BY MFR TAKE-UP DEVICE "ATS-AB" OR SIM. TIEDOWN AB TO MATCH DIAMETER AND STRENGTH QF QD ABOVE, SEE SHt 96.1 FOR MORE ANCHORAGE INFO. LOCATE SILL ANCHOR BOLTS TYPICAL--TIEDOWN ASSEMBLY-- ..NQ-CLOSER-T AB SEE GENERAL NOTES 2 PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. :VIEWED FOR CODE CON OCT 30 2017 InEAU VERITAS NORTH AME DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 E1IIt WED BURLING ,,IE-BtOu-DE This plan cheek shall n.t Construed to a Ae►nt Fot of and approval of ai violation of the p,wisions Burlingame Building Coch APrROVAL PENDING FIN FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET. TYPICAL WOOD DETAILS 2 S6.2 in TIEDOWN SCHEDULE I No SCALE: N.T.S. 9 TYPICAL TIEDOWN ASSEMBLY SCALE: N.T.S. PLOT DATE 9/26/2017 7:41:23 PM STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING WOOD FLOOR CONDITION - JOIST PERPENDICULAR EN TP SOLE PL SOLE PL NAILING PER SCHED HOLDOWN PER PLAND & SCHED TYP CONT 2x MIN SOL \ PL PER SCHED CONT LSL RIM BOARD LSL SOLID BLKG CONT (2) 2x TOP PL EN TO TOP PL HOLDOWN PER SCHED TYP ALIGN JOIST w/ STUD BELOW, TYP 1 . �. 1.I 4x MIN POST - EN TO POST 2x STUD HOLDOWN PER PLAN & SCHED, TYP T N CONT 3x MIN SILL PL PER SCHED lt' TIE-DOWN�ANC#iOR ° PER PLAN & SCHED, TYP (2)16d EJI MIN (TYP TOP, a : - ANDBOT)tJNO< =z-TE- FOR ANCHOR BOLT SIZE AND SPACING SEE 6 S6.3 HOLDOWN CONDITION aEN TQSILL PL' 1 .. WOOD FLOOR CONDITION - JOIST PARALLEL SQUASH BLK AT POSTS AND JAMBS SOLID BLKG I 1•1 1.1 I. 1\ . - FIELD NAILING 1\ TYP AT ALL HEADER PER INTERMEDIATE SCHED SUPPORTS 2x SOLID BLKG @48" OC FOR WALLS OVER 10'-0" HIGH wl (2) 10d TOE NAIL EACH END, TYP 1 4x MIN POST 1,z- EN EN 2x CRIPPLE STUD -/l-4 EN TO SILL PLATE, TYP - 16dAT12"OC,TYP CONC STRUCTURE CONCRETE CONDITION 4 1 / . L50 AT 6x HEADER NOTES: 1. 24" MINIMUM PLYWOOD SHEET WIDTH 2. 12" MINIMUM PLYWOOD SHEET HEIGHT 3. EDGE NAIL ALL PANEL EDGES 6 4. FOR ADDITIONAL WALL INFORMATION SEE WOOD SHEAR WALL SCHEDULE ON S6.3 5. STRAP TIES AND OTHER HARDWARE SHOWN ON THE WALL FACE SHALL BE APPLIED ON TOP OF THE PLYWOOD AND NAILED THROUGH IT INTO THE STUDS OR BLOCKING. SEE DET CONT RIM BOARD L30 AT 4x HEADER A35 TYP 17 ROOF CONDITION - LSL SOLID BLKG I HEADER PER SCHED ON SHT S6.3C 16d @ 12" OC TYP AT • • �/ ALL MULTIPLE STUDS STRAP TIE AT CORNER. SEE NOTE 5. r-WINDOW 1.1 1 I SILL PER 5 SCHED ON S6.3C I I 1� I mil I.I .1 II. ' 1.1 1. .1 I lIUU.. IJU II J. 4x STUDf\ WIDTH BLKG 3 S8.1 STAGGERED EN AT PANEL JT TYP 3x STUD TYP EXCEPT AT WALL TYPE 1.6 SEE NOTES 6 OF DETAIL 6 S6.3 EN TO TOP PL CONT (2) 2x TOP PLATES z 51/2" MIN LSL BLOCKING TYP STUDS FIELD NAILING TYP AT ALL INTERMEDIATE SUPPORTS FULL SIZE PLYWD SHEET TYP UNO (PLYWD FACE GRAIN PARALELL TO •�' STUD)6'" X, TYP II • ANCHOR TIEDOWN SYSTEM 1 III PER PLAN & ATS SCHED TYP 1 IV POST ES PER PLAN & ATS SCHED 1 EN TO POST, TYP U I I I I 7 f 1 l l i° aUil U_ a° FONT RIM'BOARD I hl SQUASH BLK AT POST AND JAMBS TYP J/ TYPICAL SHEAR WALL FRAMING wl OPENING ELEVATION Iv SCALE: N.T.S. FLOOR ABOVE - z 0_1 � Q I- w 00 Ow 2 u_ O �• w 0 Lebj 0 0 ♦ 110, III ►1III 1'1 TIE -DOWN CONDITION WOOD FLOOR CONDITION - JOIST PARALLEL CONT 2x SOLE PL FOR WALL ABOVE. STUDS NOT SHOWN, CONT RIM `- PLYWD DIAPH HEADER PER SCHED ON SH S6.3C 4x STUD WIDTH N BLKG TYP TOC • 4'-0" AX WINDOW OPENING i -�I •'•1 FIRST FLOOR SHEAR WALL OPENING STRAPS EN TO SOLE PL, TYP SOLE PL NAILING PER SCHED TAKEUP DEVICE CONT 2x MIN SOLE PL, PER SCHED CONT LSL RIM BOARD - rrr-_t4.1f 4 LSL SOLID BLKG II II \-'SIMPSON' A35 OR LTP4 PER SCHED ALIGN JOIST w/ STUD BELOW, TYP WOOD FLOOR CONDITION - JOIST PERPENDICULAR CONT DBL 2x TOP PL CONT SIMPSON CMSTC14 ES, TOP AND BOT OF WINDOW. EXT D T_O EAST TIEDO STRAP TIES AND OTHER HARDWARE SHOWN ON THE WALL FACE SHALL BE APPLIED ON TOP OF THE PLYWOOD AND NAILED THROUGH IT INTO THE STUDS OR BLOCKING. /- ANCHOR TIEDOWN SYSTEM PER SCHED CONT 3x SILL PL z 0 I- 0 z 0 U- 0 0 0 1 SEE OTHER DETAILS, TY FLOOR ABOVE -J 4x STUD WIDTH BLKG TYP FLOOR BELOW /2 I- HEADER R€R HED ON SHT S6.3C S �1\ 4'-0" MAX WI W o OP ING / \ / 11111111111111 2�\ TYPE 1/2" STRUCT 1 PLYWOOD PANEL EDGE NAILING SILL FASTENING CLIPS FROM JOISTS OR BLKG TO TOP PLATES OF WALL ALLOWABLE SHEAR (pli) TO CONC/STEEL TO WOOD FLOOR .6 ONE SIDE 10d @ 6" OC 5/8" 0 @ 32" OC 16d NAILS @ 6" OC A35 @ 16" OC OR LTP4 @ 16"OC 340 <14 ONE SIDE 10d @ 4" OC 5/8" 0 @ 32" OC SIMPSON SDS-1/4"x6" SCREWS @ 6" OC A35 @ 8" OC OR LTP4 @ 8" OC 510 1.3 ONE SIDE 10d @ 3" OC 5/8" 0 @ 16" OC SIMPSON SDS-1/4"x6" SCREWS @4"OC A35 @ 8" OC OR LTP4@8"OC 665 4ONE SIDE 10d @ 2" OC 5/8"0 @ 16" OC SIMPSON SDS-1/4"x6" SCREWS @ 4" OC A35 @ 8" OC OR LTP4 @ 8" OC 870 .4 TWO SIDES 10d @ 4" OC 518">D @ 8" OC SIMPSON SDS-1/4"x6" SCREWS @ 4" OC A35 @ 6" OC OR LTP4 @ 6" OC 1020 2.3 TWO SIDES 10d @ 3" OC 5/8"0 @ 8" OC SIMPSON SDS-1/4"x6" SCREWS @ 4" OC A35 @ 6" OC BOTH SIDES I • OR LTP4 @ 6" OC BOTH SIDES 1330 2.2 TWO SIDES 10d @ 2 OC 3/4"0 8 OC @ SIMPSON SDS-1/4"x6" SCREWS @ 3" OC A35 @ 6" OC BOTH SIDES OR LTP4 6 OC BOTH @ SIDES 1740 NOTES: 1. USE COMMON NAILS FOR ALL NAILING. A MINIMAL NAIL PENETRATION OF 1 3/4" INTO WALL FRAMING MEMBERS IS REQUIRED FOR 16d NAILS. PREDRILL HOLES TO PREVENT SPLITTING OF FRAMING AS REQUIRED AND STAGGER WHEN POSSIBLE. DRIVE NAIL HEADS FLUSH WITH FACE OF PLYWOOD. OVERDRIVEN NAILS WILL BE REJECTED AND SHALL BE REPLACED. SEE ALSO ADDITIONAL REQUIREMENTS ON PLYWOOD FLOOR SHEETING PER DETAIL 6 S6.7 2. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING. PANELS SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. ALL FRAMING MEMBERS RECEIVING PANEL EDGE NAILING FROM ABUTTING PANELS OR FROM PANELS ON BOTH SIDES OF WALL SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER. ALL FRAMING MEMBERS RECEIVING EDGE NAILING AT SPACING 2" OR LESS SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER. WHERE PLYWOOD IS APPLIED TO EACH SIDE OF WALL, PANEL JOINTS SHALL BE STAGGERED. 4. AT INTERMEDIATE FRAMING MEMBERS SPACE NAILS AT 12" OC. FOR PANEL EDGE NAILING SEE SCHEDULE. EDGE NAILS SHALL BE STAGGERED AND PROVIDE 1/2" EDGE DISTANCE. 5. ALL SHEAR WALL ANCHOR BOLTS SHALL BE EMBEDDED 8" MIN IN CONCRETE AND INSTALLED WITH SIMPSON BPS 5/8-3 BEARING PLATE OR APPROVED EQUAL. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF SHEATHING -EDGE OF THE MUDSILL (SHEAR WALLS ONLY). SEE DETAILS 6. SHEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE VERTICALLY OR HORIZONTALLY STAGGERED SPLICED JOINTS AT CONTINUOUS HORIZONTAL JOINTS. THE BLOCKING SHALL BE 3x MEMBER OR THICKER. 7. FOUNDATION SILL PLATES SHALL NOT BE LESS THAN 3x PRESSURE TREATED MEMBERS. ALL FASTENERS IN CONTACT WITH PRESSUE TREATED SILL PLATES SHALL BE HOT -DIPPED GALVANIZED. 8. PLYWOOD SHALL BE INSTALLED ON THE FACE OF STUDWALL SHOWN IN THE FRAMING PLANS. AT PARTY WALL PLYWOOD SHALL BE INSTALLED ON THE UNIT SIDE OF EACH STUD WALL. 9. USE 8d COMMON NAILS TO INSTALL LTP4 AT FACE OF PLYWOOD. USE 3" NOMINAL BLOCKING. 10. A MINIMAL NAIL PENETRATION OF 1 3/4"& 2" INTO THE MAIN MEMBER IS REQUIRED FOR 16d & 20d NAILS RESPECTFULLY. 11. PREDRILL HOLES TO PREVENT SPLITTING OF FRAMING AS REQUIRED AND STAGGER WHEN POSSIBLE. WOOD SHEAR WALL SCHEDULE SCALE: N.T.S. CONT RIM \ PW DIAPH A- -'fir A- A- TYPICAL FLOOR SHEAR WALL OPENING STRAPS NOTES: 1. EDGE NAIL ALL AROUND OPENING AND TO BLOCKING CONT DBL 2x TOP PL ANCHOR TIEDOWN SYSTEM PER SCHED CONT SIMPSON CMSTC14 ES, TOP AND BOT OF WINDOW. EXTEND TO NEAREST 11) TIEDOWN EA END. STRAP TIES AND OTHER HARDWARE SHOWN ON THE WALL FACE SHALL BE APPLIED ON TOP OF THE PLYWOOD AND NAILED THROUGH IT INTO 11) THE STUDS OR BLOCKING. 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. !TIED OCT 3 0 2017 BUREAU VERITAS NORTH AMERICA, I DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 2 REVIEWED BURLINGAME BLDG DE ARTMEN This plan check shall not be: construwd to be a Perm!t For, or d approof violationanof the provisionsval oanyf Burlingame Building Codes APPROVAL PFNDIniG FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET: TYPICAL WOOD DETAILS 3 19 TYPICAL SHEAR WALL WITH OPENING FRAMING ELEVATION r. SCALE: N.T.S. S6.3 PLOT DATE: 9/26/2017 7:41:23 PM STUD SUPPORTING ROOF 7 SCALE: N.T.S. STUD SUPPORTING ROOF+1 FLOORS I STUD SUPPORTING — - ROOF+2 FLOORS STUD SUPPORTING ROOF+3 FLOORS 14, SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE NOTES: 1. FOR JACK STUD AND KING STUDS, SEE HEADER SCHEDULES 2. PROVIDE 3x STUDS & SILL PLATES WHERE REQUIRED, SEE SHEAR WALL SCHEDULE 3. FOR TYPICAL STUD SIZE & SPACING, U.N.O., OTHERWISE a. FOR INTERIOR NON -BEARING PARTITION WALL, SEE ( 3 ) b. FOR EXTERIOR WALLS, SEE c. FOR CORRIDOR WALLS, SEE d. FOR INTERIOR BEARING WALLS, SEE (..9 ELEVAT I 0 Ne FOR PARTY WALLS, SEE STUD WALL SCHEDULE - INTERIOR NON -BEARING PARTITION WALL MAX HEIGHT 'H' INTERIOR WALL STUD SPACING U.N.O. MINIMUM TIMBER GRADE H 5 12'-0" 2x4 AT 16" OC STUD H 515'-0" 2x6 AT 16" OC STUD INTERIOR NON -BEARING PARTITION WALL NOTE: 1. FOR JACK STUDS AND KING STUDS, SEE HEADER SCHEDULE. 3 STUD WALL SCHEDULE SCALE: N.T.S. STUD WALL SCHEDULE - INTERIOR BEARING WALL NUMBER OF FLOORS SUPPORTED 'H' MAX STUD SPACING & SIZE MINIMUM TIMBER GRADE ROOF 11'-0" 2x4 OR 2x6 AT 16" OC NO.2 ROOF + 1 FLOOR 10'-6" 3x4 R 2x6 AT 16" OC NO.2 ROOF + 2 FLOORS 10'-6" 4x4 R 2x6 AT 16" OC NO.2 ROOF + 3 FLOORS 10'-6" Y ` 4x4 OR 3x6 T 16" OC NO. 1 3 3 STUD, SEE SCHEDULE PLUMBING CHASE WALL WHERE OCCURS SEE PLAN & PLAN VIEW INTERIOR BEARING WALL 6 STUD WALL SCHEDULE SCALE: N.T.S. SEE SCHEDULE ROOF FLOOR FLOOR FLOOR FLOOR LAP PLATES AT ALL INTERSECTIONS AND CORNERS AND PROVIDE 4-16d AT EACH LAP, S PROVIDE BUILT-UP 3 STUDS ASSEMBLY AT EXTERIOR CORNERS AND AT ALL WALL INTERSECTIONS w/ 16d AT 24" OC INTERNAILING AT EXTERIOR WALLS ANCHOR BOLTS & SIMPSON BP PLATE WASHERS AT 4'-0" OC, MAX, SE AT INTERIOR WALLS CONTIN 2x MIN SILL PLATE w/ L.V.P. AT 16" OC MAX, SE SPLICE —4, TOP PLATE AT SHEAR WALLS SEE SHEAR WALL SCHEDULE 4'-0" MIN LAP AT HOLES IN TOP PLATES SEE FLUSH BM SEE PLAN & SCHEDULE P 4'-0" MIN LAP FOR SPLICE 16dAT12"OC MAX, U.N.O. SEE (14� S602 LAP END TO OCCUR OVER STUD (TYPICAL) EXTERIOR WALL FLUSH HEADER, SEE PLAN 7 & SCHEDULE 4 S602 PROVIDE MULTIPLE STUDS - OR POSTS UNDER ALL BUILTUP JOISTS OR BEAMS TO MATCH WIDTH OF JOISTS, BEAMS, OR RAFTERS ABOVE 9" MAX END DISTANCE FOR - ALL FASTENINGS (MIN OF 2 FASTENERS PER PIECE OF SILL) — IL, ,f2" TYP 16d AT 12" OC, TYP SPLICE BOTTOM PLATE IL, CONCRETE CONDITION • • • • • • • • • • • • ••••'•••• • • • • -- 8-16d NAILS EACH SIDE OF PLATE JOINT, TYP DOUBLE TOP PLATE 111111111 1 111��1� 1111 9 WALL TOP PLATE LAP SCALE: N.T.S. STUD WALL SCHEDULE - EXTERIOR WALL NUMBER OF FLOORS SUPPORTED 'H' MAX STUD SPACING & SIZE MINIMUM TIMBER GRADE ROOF 11'-0" 2x6 AT 16" OC NO. 2 ROOF + 1 FLOOR 10'-6" 2x6 AT 16" OC NO. 2 ROOF + 2 FLOORS 10'-6" 2x6 AT 16" OC NO. 2 ROOF + 3 FLOORS 10'-6" NO. 2 3x6 T 16" OC STUD, SEE SCHEDULE PLAN VIEW EXTERIOR WALL 4 STUD WALL SCHEDULE SCALE: N.T.S. STUD WALL SCHEDULE - PARTY WALL NUMBER OF FLOORS SUPPORTED 'H' MAX STUD SPACING & SIZE MINIMUM TIMBER GRADE ROOF 11'-0" 2x4 OR 2x6 AT 16" OC NO.2 ROOF + 1 FLOOR 10'-6" 3x4 R 2x6 AT 16" OC NO. 2 ROOF + 2 FLOORS 10'-6" 4x4 R 2x6 AT 16" OC NO. 2 ROOF + 3 FLOORS 10'-6" 4x4 OR 3x6 T 16" OC NO. 1 3 PLUMBING CHASE WALL WHERE OCCURS SEE PLAN &i 3 STUD WALL SCHEDULE SCALE: N.T.S. STUD EA WALL SEE SCHEDULE PLAN VIEW PARTY WALL HEADER, SEE PLAN AND 16dAT12"OC TYPICAL AT ALL MULTIPLE STUDS 2x SOLID BLOCKING FOR WALLS OVER 10'-0" HIGH wl 2-10d TOE NAIL EACH END 60" OC MAX SPACING U.N.O. 2-16d END NAILS, MIN (TYP TOP & BOTTOM) U.N.O. NOTE: CUTTING, NOTCHING, OR BORING OF STUDS OR PLATES SHALL COMPLY WITH -1 STUDS AT 16" OC MAX TYPICAL, U.N.O., SEE PLANS AND AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE DOUBLE KING STUDS WHERE REQUIRED SEE �� 5 ( S602 S602 FOR HOLES IN STUDS SEE 11\ S602 CONTIN 2x MIN SOLE PLATE - wl 16d AT 8" OC MAX AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE r>< HEADER, SEE PLAN AND 16dAT12"OC TYPICAL AT ALL MULTIPLE STUDS SILL, SEE PLAN AND 2 �� S602 CONTIN 2x MIN SILL PLATE SEE GENERAL NOTES AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE LAP PLATES AT ALL INTERSECTIONS AND CORNERS AND PROVIDE 4-16d AT EACH LAP, S -A„ SQUASH -�r- SQUASH BLOCKS AT POSTS & DBL JACK STUD JAMBS, TYPICAL -V ± -ti-- �,-- WOOD FLOOR CONDITION EXTERIOR AND INTERIOR BEARING / SHEAR WALLS SCALE: N.T.S. AT HOLES IN TOP PLATES SEE -- 4'-0" MIN LAP FOR SPLICE SEE LAP END TO OCCUR OVER STUD (TYPICAL) 16d AT 12" OC MAX, U.N.O. • PROVIDE BUILT-UP 3 STUDS -- - ASSEMBLY AT EXTERIOR CORNERS AND AT ALL WALL INTERSECTIONS w/ 16d AT 24" OC INTERNAILING STUD WALL SCHEDULE - CORRIDOR WALL NUMBER OF FLOORS SUPPORTED 'H' MAX STUD SPACING & SIZE MINIMUM TIMBER GRADE ROOF 11'-0" 2x4 OR 2x6 AT 16" OC NO. 2 ROOF + 1 FLOOR 10'-6" 3x4 R 2x6 AT 16" OC NO. 2 ROOF + 2 FLOORS 10'-6" 4x4 R 2x6 AT 16" OC NO. 2 ROOF + 3 FLOORS 10'-6" 4x4 OR 3x6 T 16" OC NO.1 3 PLUMBING CHASE WALL WHERE OCCURS SEE PLAN & PLAN VIEW CORRIDOR WALL 5 STUD WALL SCHEDULE SCALE: N.T.S. 1"0 < HOLE <_ 13/4"0 FOR 2x4 PLATE 1 1/2"0 < HOLE 5 2 3/4"0 FOR 2x6 PLATE 'SIMPSON' ST6215 STRAP TIE OR EQUAL ONE SIDE OF PLATE w/ MIN 6-16d EACH END STUD, SEE SCHEDULE rLIPE & STRAP T ,I CONTIN 2x MIN SILL PLATE L.V.P. AT 16" OC, MAX SEE Y CONCRETE CONDITION NON -BEARING WALLS I SCALE: N.T.S. 13/4"0 < HOLE <_ 2 1/2"0 FOR 2x4 PLATE 2 3/4"0 < HOLE <_ 3 1/2"0 FOR 2x6 PLATE 'SIMPSON' MST48 STRAP TIE OR EQUAL EACH SIDE OF PLATE w/ MIN 6-16d EACH END L - CONTINUOUS 2-2x TOP PLATES STUDS, SEE PLAN ± - NOTES: 1. CENTER HOLE IN TOP PLATES 2. NO STRAPS REQUIRED FOR HOLES 5 1"0 FOR 2x4 PLATE HOLES 51 1/2"0 FOR 2x6 PLATE 3. HOLES SHALL BE MADE wl HOLE SAW 1 0 TOP PLATE STRAP AT PIPE SCALE: N.T.S. HEADER, SEE PLAN AND (1� \S602j 16d AT 12" OC TYPICAL AT ALL MULTIPLE STUDS 2x SOLID BLOCKING FOR WALLS OVER 10'-0" HIGH wl 2-10d TOE NAIL EACH END 60" OC MAX SPACING 2-16d END NAILS, MIN (TYP TOP & BOTTOM) U.N.O. NOTE: CUTTING, NOTCHING, OR BORING OF STUDS OR PLATES SHALL COMPLY WITH STUDS AT 16" OC MAX, TYP AT FURRED AND NON -BEARING INTERIOR PARTITIONS, SEE PLAN & SCHEDULE --- DOUBLE KING STUDS WHERE REQUIRED SEE 9 FOR HOLES IN STUDS SEE CONTINUOUS 2x MIN SOLE PLATE w/ 16d AT 8" OC MAX 1 SPLICE TOP PLATE 1 4'-0" MIN LAP WOOD FLOOR CONDITION 2"TvP WALL HEIGHT'H' WALL HEIGHT'H' SPLICE BOTTOM PLATE 16d AT 12" OC, AT 2x4 TOP PLATES 16d AT 6" OC, STAGGERED AT 2x6 TOP PLATES AND LARGER • • • • • • • • t t • • U • r L 12-16d NAILS AT 2x4 TOP PLATES 20-16d NAILS AT 2x6 TOP PLATES AND LARGER EACH SIDE OF PLATE JOINT, TYP , — CONTINUOUS DOUBLE TOP PLATE 1111111 t111t�111 1 1111111' OPTIONAL ALTERNATIVE TOP PLATE SPLICE: MST37 STRAP TIE EACH SIDE CENTERED ON SPLICE PLYWOOD SHEATHING WHERE IT OCCURS SECTION WALL TOP PLATE LAP I SCALE: N.T.S. LAP TO OCCUR OVER STUD, TYP STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 Li] w 0 CC C� 0 Co O� mcr r r r U w (Q V z_ 'EEO FOR CONE CE,7LL: cE L.L D OCT 3 0 2017 m "AAU VERITAS NORTH WERXCA, INC. DATE: ISSUE: 08-28-2017 BUILDING PERMIT REV.02 10-17-2017 BUILDING PERMIT REV.03 REVIEWED BURLINGAME BLDG DEPARTMFNT This pan check shall not be construed to be a permit For, er and aoorovei of any violation of the provisions of Burk 'game Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REV1EWtD BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL WOOD WALL SCHEDULE & DETAILS /2\ S6.3A PLOT DATE: 10/17/2017 5:06:48 PM NOTES: 1. NO NOTCHING PERMITTED IN STUDS 2. ALL HOLES SHALL BE DRILLED wl A HOLE SAW STRUCTURAL ENGINEER: PROVEST SPACING OF HOLES ¢ m 0 ¢ NOT LESS THAN 8" 11 SCALE: N.T.S. T_ WALL & T. WALL & Q WALL & HOLE HOLE HOLE �V- 2x4 DETAIL HSS STUD SHOE 2"0 MAX 2x4 2x6 ALLOWABLE HOLES IN STUDS HSS STUD SHOE 2 314"0 MAX T HOLE 2" f 4- 2x6 2 SCALE: N.T.S. d/3 MAX HOLE 1. ALL SILL PLATES SHALL BE PRESSURE TREATED D.F. OR REDWOOD, SEE GENERAL NOTES. 2. WIDTH "d" SHALL BE EQUAL TO DEPTH OF STUDS, U.N.O. 3. ANCHOR BOLTS SHALL BE 518"0 WITH SIMPSON BP PLATE WASHERS SPACED AT 4'-0" OC MAX, U.N.O., EMBEDDED MIN. 7" INTO CONCRETE. 4. FOR ANCHOR BOLTS AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE, 3IS801, & 4IS801. 5. ANCHOR BOLTS AND PLATE WASHERS SHALL BE GALVANIZED, SEE GENERAL NOTES. 6, EACH SILL PIECE SHALL HAVE 2 BOLTS MINIMUM. 7. 'A' DIMENSION SHALL BE 5" MINIMUM AND 9" MAXIMUM. TYP DUCT ANCHOR BOLT AND SILL PLATE AT EXTERIOR WALLS • AND INTERIOR SHEAR WALLS DETAIL 4-16d EACH SIDE 2-2x TOP PLATES — CONTINUOUS BOTTOM PLATE 12'-0" MIN LENGTH 16d AT 24" OC, TYP — - 4-16d NON -SHEAR STUD WALL INTERSECTION SCALE: N.T.S. STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. U I..1_i r� V z_ P„r ttVED FOR CODE COMPLIANCE OCT 30 2011 BUREAU VERITAS NORTH AMERICA, INC. m DATE, ISSUE 08-28-2017 BUILDING PERMIT REV.02 REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be constrct to bpe For, o aanucd approval ofrmit any violation of the provisions of Burnngame Building Codes APPROVAL PENDING ANAL FIELD INSPFCTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET. TYPICAL WOOD WALL SCHEDULE & DETAILS S6 3B PLOT DATE: 9/26/2017 7:41:24 PM STRUCTURAL ENGINEER: HEADER MEMBER ON EDGE, SEE TABLE BELOW FOR SIZE 1 JACK STUD, SAME SIZE AS WALL / STUDS, UNLESS NOTED ON PLAN I 16dAT12"OC CRIPPLE STUDS 4-16d MINIMUM EACH END 2-10d TOE NAILS EACH END FULL HEIGHT KING STUD 2-STUDS AT OPENINGS > 5'-0" WIDTH OF OPENING STUD SIZE 2x4 2x6 3'-0" MAX 2-2x4 OR 4x4 2-2x6 OR 6x6 5'-0" MAX 2-2x6 OR 4x6 3-2x6 OR 6x6 8'-0" MAX 2-2x8 OR 4x8 3-2x8 OR 6x8 OVER 8'-0" SEE SPECIFIC DETAILS NOTE: HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR, AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAILS. A FULL DEPTH HEADER MAY BE USED IN LIEU OF THE HEADERS NOTED IN THE TABLE. IF A FULL DEPTH HEADER IS USED, THE CRIPPLE STUDS MAY BE OMITTED. I HEADER SCHEDULE (NON -BEARING) I SCALE: N.T.S. 2-16d AT 16" OC SILL MEMBER (FLAT) SEE TABLE BELOW FOR SIZE ONE JACK, SAME SIZE AS STUD, UNLESS NOTED ON PLAN WIDTH OF OPENING STUD WIDTH SIZE 2x4 2x6 2x8 3'-0" MAX 1-2x4 1-2x6 1-2x8 5'-0" MAX 2-2x4 2-2x6 2-2x8 8'-0" MAX 3-2x4 3-2x6 3-2x8 OVER 8'-0" SEE PLANS AND SPECIFIC DETAILS SILL SCHEDULE Ile SCALE: N.T.S. NOTE: FOR BEAM, SEE SCHEDULE WIDTH VARIES SEE SCHEDULE;, 1 0 SCALE: N.T.S. 2x4 DETAIL 2x4 FLUSH BEAM TYPICAL — BUILT-UP STUDS BEYOND 2x4 TYPICAL FLUSH BEAM 2-16d EA 2x MINIMUM 2-16d FULL HEIGHT KING STUD SEE HEADER SCHEDULE DOUBLE TOP PLATES BEYOND, TYPICAL 2x6 2x8 A35 ANCHOR ---/ POST UNDER BEAM —' 16d AT 12" OC STUD TO POST J FULL DEPTH HEADER ALTERNATE 6-16d EA END AT EXT OPENINGS > 5'-0" HEADER MEMBER ON EDGE, SEE TABLE BELOW FOR SIZE 1 JACK STUD FOR OPNGS <_ 5'-0" 2 JACK STUDS FOR OPNGS <_ 8'-0" SAME SIZE AS WALL STUDS, U.N.O. 16d AT 12" OC 1-7 CRIPPLE STUDS 4-16d EACH END U.N.O. 2-10d TOE NAILS EACH END FULL HEIGHT KING STUD 2-STUDS AT OPENINGS > 5'-0" WIDTH OF OPENING STUD SIZE 2x4 2x6 2x8 3'-0" MAX 4x6 6x6 - 5'-0" MAX 4x8 6x8 - 8'-0" MAX 4x10 6x10 - OVER 8'-0" SEE PLAN AND SPECIFIC DETAILS NOTE: HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR, AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAILS. A FULL DEPTH HEADER MAY BE USED IN LIEU OF THE HEADERS NOTED IN THE TABLE. IF A FULL DEPTH HEADER IS USED, THE CRIPPLE STUDS MAY BE OMITTED. 9 HEADER SCHEDULE am SCALE: N.T.S. — ST6224 STRAP TIE U.N.O. w/ 16d NAIL -- ST6224 STRAP TIE U.N.O. w/16dNAIL 111111 PLYWOOD FILLER AT GLULAM 16d AT I"IOC EACH SIDE, STUD TO BEAM POST UNDER BEAM 16d AT 2 OC EACH SIDE, STUD TO POST ST6224 STRAP TIE U.N.O. w/ 16d NAIL ±tlii---1 A ~-� - —16d AT 2" OC STUD TO BEAM POST UNDER BEAM -' 16d AT 12" OC STUD TO POST 6 SCALE: N.T.S. DETAIL --1r— u ST6224 STRAP TIE U.N.O. w/ 16d NAIL POST UNDER BEAM L 16d AT 2II" OC EACH SIDE, STUD TO BEAM 16d AT 2 OC EACH SIDE, STUD TO POST FLUSH BEAM SEE SCHEDULE 7 SCALE: N.T.S. STUDS, SEE SCHEDULE DETAIL /CONTIN LSL RIM BEYOND 2'-0" MIN TYP • ADDED HDR MEMBER SEE TABLE BELOW FOR SIZE 1 1 JACK & 2 STUDS FOR OPNGS <_ 5'-0" 1 JACK & 2 STUDS FOR OPNGS <_ 8'-0" SAME SIZE AS WALL STUDS, U.N.O. f 16d AT 12" OC, TYP I 4-16d EA END WIDTH OF OPENING 2x4 2x6 2x8 3'-0" MAX - - - 5'-0" MAX 13/4 x 'd' LSL 13/4 x 'd' LSL - 8'-0" MAX 1 3/4 x 'd' PSL 13/4 x 'd' PSL - OVER 8'-0" SEE PLAN AND SPECIFIC DETAILS NOTES: 1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR, AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAILS. 2. 'd' TO MATCH FLOOR FRAMING DEPTH. FLUSH HDR SCHED-EXT WALL SCALE: N.T.S. 'SIMPSON' ST6224 STRAP TIE CTRD w/ 28-16d NAILS FLUSH BEAM STRAP 2-2x CONTIN TOP PLATES 2x STUDS NOTE: FOR HEADER, SEE SCHEDULE CRIPPLE STUDS WHERE IT OCCURS TYPICAL U.N.O. PLYWOOD SHIM 2x4 2x4 2x6 8 SCALE: N.T.S. DETAIL CONTINUOUS DOUBLE TOP PLATES, TYPICAL HEADER TYPICAL JACK STUD BEYOND TYPICAL TYPICAL HEADERS 2x6 T- PLYWOOD SHIMS 6" MIN FLUSH BEAM SEE TABLE BELOW FOR SIZE rcs i- 2 STUDS FOR OPNGS <_ 5'-0" I 3 STUDS FOR OPNGS <_ 8'-0" SAME SIZE AS WALL STUDS U.N.O. I 16d AT 12" OC, TYP A� WIDTH OF OPENING 2x4 2x6 2x8 3'-0" MAX 31/2 x 'd' LSL 31/2 x 'd' LSL 31/2 x 'd' LSL 5'-0" MAX 3 1/2 x 'd' LSL 31/2 x 'd' LSL 31/2 x 'd' LSL 8'-0" MAX 5 1/4 x 'd' PSL 51/4 x 'd' PSL 51/4 x 'd' PSL OVER 8'-0" SEE PLAN AND SPECIFIC DETAILS NOTES: 1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR, AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAILS. 2. 'd' TO MATCH FLOOR FRAMING DEPTH. 3. MEMBER WIDTH IS THE MINIMUM. 4. FOR SPECIAL JAMBS REQUIRED AT SUNSHADES SEE ARCHITECTURAL DRAWINGS. FLUSH BEAM SCHEDULE SCALE: N.T.S. NOTE: FOR HEADER, SEE SCHEDULE 2x4 9 SCALE: N.T.S. CONTIN RIM TYPICAL 2-16d —/ AT 12" OC TYP FILLER -- S.A.D., TYP 2x4 ADDED HEADER / SEE SCHED 16d TOE NAIL EA SIDE AT 16" OC TYP 2x6 JACK STUD BEYOND TYPICAL -- CRIPPLE STUDS WHERE IT OCCURS TYPICAL U.N.O. 2x6 [— CONTINUOUS DOUBLE TOP PLATES, TYPICAL TYPICAL FLUSH HEADERS -EXTERIOR WALL DETAIL I'� 2x8 PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 u.w w 0 CC CD 0 co rn NJ m8UREAU VERITAS li°C. IEWED FOR CODE C '1,' OCT 3 0 2017 DATE: ISSUE: 08-28-2017 BUILDING PERMIT REV.02 6 A A A A A REVIEWED A BURLINGAME BLDG DEPARTMENT This plan chock shall not be o". vcv ,v t7e a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD 7- SHEET: TYPICAL WOOD HEADER SCHEDULES & DETAILS S6.3C PLOT DATE: 9/26/2017 7:41:27 PM 4 SCALE: N.T.S. TIEDOWN POST PER SCHED z 2 CV CORNER POST PER PLAN, MIN DBL 2x, TYP WALL CORNER EN, TYP 4x8 TRANSFER STUD EA SIDE, TYP SHEAR WALL PANEL PER PLAN, TYP CONT TOP & BOTT PL ACROSS GAP 2x END STUD wl 16d COMMON STAGGERED SPACE @ 1.5 TIMES EN, TYP 11. EN, TYP 4x8 TRANSFER STUD EA SIDE, TYP r A i DISCONT. SHEAR r WALL PANELS, TYP CONT TOP & BOTT PL ACROSS GAP 1. 3x END STUD w/ SDS 1/4x6 SCREWS @ 4" OC, STAGGERED \-- SHEAR WALL PANEL PER PLAN, TYP BTWN TOP & BOTT PL EN, TYP DISCONT. SHEAR WALL PANELS PER PLAN, TYP 4x8 TRANSFER STUD, TYP STUD PER SCHED SHT S6.1 „/< CONT SHEAR WALL PANEL - HOLDOWN NOT SHOWN FOR CLARITY 3x END STUD w/ SDS 1/4x6 SCREWS @ 4" OC, STAGGERED CROSSING PARTY WALLS SINGLE SIDED CROSSING PARTY WALLS DOUBLE SIDED 9 CROSSING INT WALLS DOUBLE SIDED I I SCALE::NO SCALE::NONE AimSCALE: N.T.S. SHEAR WALL PANELS PER PLAN — EN, TYP TIEDOWN PER PLAN, TYP EN, TYP TIEDOWN P ER PLAN, TYP AS PER SCHED w/ 16d@3"OC, TYP TIEDOWN POST, TYP PER SCHED N 1 3/8" MINA CONT TOP & BOTT PL 16d@3"OC STITCH NAIL --' AT BUILT-UP, TYP j FIELD —' NAILING ONLY WALL "T" INTERSECTION SCALE: N.T.S. SHEAR WALL PANELS PER PLAN TIEDOWN, TYP PER PLAN EN TYP AT EA TIEDOWN POST EN, TYP DISCONT SHEAR PANELS CONT SHEAR WALL PANELS FIELD NAILING ONLY 2x12 MAX TRANSFER STUD, TYP INTERRUPTED SHEAR WALL --- PANEL PER PLAN, TYP 3x TRANSFER STUD, WIDTH TO MATCH THAT OF INTERUPTED S.W. STUD PER SCHED. CONT TOP & BOTT PL CONT SHEAR PANEL EN, TYP 2x END STUD, TYP 16d COMMON STAGGERED SPACED @ 1.5 TIMES EN, TYP TO EA TRANSFER STUD CROSSING INT WALLS SINGLE SIDED SCALE: N.T.S. STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 Li] w 0 CD 0 co REVIEWED EWED FOR CODE COMP L1".',yt OCT 3 0 2017 1REAU VERITAS lui ica,1111 DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 4\ A REVIEWED This plan check shall not be construed to be a permit For, or and approval ot any violation of th• arovls+ons of Burlingame &,ilAing Code APPROVAL PENf1ING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET. TYPICAL WOOD DETAILS 4 S6.4 PLOT DATE: 9/26/2017 7:41:27 PM BC HALF BASE AT - POST ABOVE, TYP MIN 1 314" LSL FULL DEPTH BLKG OR RIM EA SIDE OF BM, TYP. SHOWN DASHED CONT BM WHERE OCCURS PER PLAN ECCQ CAP, TYP - CCQ CAP AT CONT BM, TYP - FREE-STANDING POST PER PLAN A BM PER PLAN FREE-STANDING POST PER PLAN A BEAM OVER FREE-STANDING POST SCALE: N.T.S. 1'-0"± FOR INFe OT SHOWN SEE . CITON 12/S6.1 — W8 2x6 PLATE 1"0 @4" O.C. BOLTS TYP NOT USED TOP PL — W8 WEB @ 51/2x 12 GLB MIN 1 3/4" LSL FULL DEPTH BLKG —� OR RIM EA SIDE OF BM, TYP \ CONT BM WHERE OCCURS PER PLAN STUD WALL WHERE OCCURS PER PLAN, TYP BM PER PLAN \ \ (2) 8d TOE NAILS EA SIDE BEAM OVER POST IN WALL Ile SCALE: N.T.S. EXT SHEAR WALL PER PLAN EN DIAPH TYP NN 0 FULL DEPTH 1 3/4" LSL LEDGER FASTENED TO RIM BM AND DBL TOP PL wl SDS 1/4"x6" SCREWS @ 8" OC STAGGERED ---- POST IN WALL CENTERED ON BM PER PLAN SOLE PL w/ FASTENER PER SW SCHED SHEAR WALL SHEATHING PER PLAN AND SW SCHED TYP FLOOR SHEATHING EN TYP HDU2 @ 4'-0" OC DBL TOP PL wl FASTENER JI PER SW SCHED A35 CLIP PER SW SCHED FOR SPACING PARTY SHEAR WALL PER PLAN 4 - LSL RIM BM AT EXT WALL 31/2" LSL AT HDU EN TO FLOOR SHEATHING OTHERWISE TJI FLOOR JOIST PER PLAN NUT AND WASHER EA SIDE TYP BC HALF BASE AT POST ABOVE, TYP MIN 1 3/4" LSL FULL DEPTH BLKG EA SIDE OF BM, TYP SHOWN DAHSED FREE-STANDING POST CENTERED AT JOINT PER PLAN BUTT JOINT AT POST LSTA24 STRAP ' CENTERED AT JOINT, UON CONT BM WHERE OCCUR PER PLAN CCQ CAP , TYP CL OF POST AND BM SPLICE JNT A BM EA SIDE OF POST PER PLAN -- FREE-STANDING POST CENTERED AT JOINT PER PLAN MIN 1 3/4" FULL - DEPTH BLK EA OF POST, TYP AT EA BM LSTA24 STRAP CENTERED AT JOINT, UNO PLAN CL OF WALL AND BM SPLICE JT 51/2" MIN STUD WALL WHERE OCCURS PER PLAN,TYP BUTT JOINT AT WALL FLOOR R� BM EA SIDE OF WALL PER PLAN (2) 8d TOE NAIL EA SIDE OF BM TYP POST IN WALL CENTERED ON BM PER PLAN JOINTED BEAM OVER FREE-STANDING POST JOINTED BEAM OVER POST IN WALL SCALE: N.T.S. SCALE: N.T.S. 1/2" PLYWD SHEATHING AT EXT WALL EN — EN AT DIAPH TYP 2x4 BLKG FASTENED TO RIM BMw/16d@4"OC HDU2 @ 4'-0" OC EXTERIOR ' INTERIOR 0 co 2x SOLE PL w/ 16d @8"OC 2x STUD WALL TYP LSTA30 @48" OC, TYP FLOOR SHEATHING TYP DOUBLE NUTS AND WASHER EA SIDE, TYP FLOOR JOIST w/ HANGER PER —' PLAN AND HANGER SCHED INTERIOR 3" MAk FULL WIDTH AND FULL DEPTH LSL RIM BM PER PLAN INTERIOR TJI FLOOR JOIST PER PLAN FULL DEPTH TJI BLKG @ 48" OC TYP BM WHERE OCCURS PER PLAN MIN 1 3/4" LSL FULL DEPTH BLKG EA SIDE OF POST TYP , SHOWN DASHED -- BM W/CONCEALED HANGER PER PLAN CONT POST CENTERED ON BM PER PLAN STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 �i w 0 CD Fr N n-rn rr ni n 8 SCALE: N.T.S. HSS 7x5 PER PLAN SECTION 3/16 INUrJLD WELD PL TO HSS COL NAILER W/ 3/4" 0 WELDED THREADED ROD @ 3'-0" O.C. TYP NOTE: ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR WALL SHALL USE FIRE RETARDANT TREATED WOOD. FASTENERS AND METAL CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED TO RATING OF G-185 PER ASTM A653. 7 STEPPED FLOOR JOIST PERPENDICULAR SCALE: N.T.S. NOTE: ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR WALL SHALL USE FIRE RETARDANT TREATED WOOD. FASTENERS AND METAL CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED TO RATING OF G-185 PER ASTM A653. STEPPED FLOOR JOIST REVERSED NO SCALE: N.T.S. BEAM TO POST FACE SCALE: N.T.S. HANGER PER SCHEDULE SIMPSON CC - - POST CAP U.N.O. — TIE STRAP ABOVE, SEE PLAN LVL BEAM/BLK BETWEEN JOISTS, SEE PLAN COLUMN, SEE PLAN Q COLLECTOR TO WOOD POST BOTH DIRECTION SCALE: N.T.S. THIS PAGE WAS REVISED REVISION #7DATE BY REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERBS NORTH AMERICA, INC. U CW G rQ V "14 \<� ��� = .6:::::::1:1, o�0 CC)((� Qi N. O �� N DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 01-05-2018 CONSTRUCTION SET 06-13-2019 FIFTH WALL LAYOUT JOB: 1721.00 SCALE: AS NOTED SHEET: DRAWN BY: Author PHASE: CD TYPICAL WOOD DETAILS 5 S6.5 PLOT DATE. 7/30/2019 1:33:41 PM TABLE A - END SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT STRUCTURAL ENGINEER: PROVEST DEPTH TJI ® ROUND HOLE SIZE SQ. OR RECTANGULAR HOLE SIZE 2" 3" 4" 6112" 8 718" 11" 13" 2" 3" 4" 6 112" 8 718" 11" 13" 9112" 110 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 1'-6" 2'-6" 4'-6" 210 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 2'-0" 2'-6" 5'-0" 230 1'-0" 2'-0" 2'-6" 5'-6" 1'-0" 2'-0" 3'-0" 5'-0" 360 1'-6" 2'-0" 3'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5'-6" 11 718" 110 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-6" 4'-6" 6'-0" 210 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 2'-0" 5'-0" 6' 6" 230 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 2'-0" 5'-6" 7'-0" 360 1'-0" 1'-0" 1'-6" 4' 6" 7' 0" 1'-0" 1'-0" 2,-6" 6'-6" 7'-6" 560 1'-0" 1'-0" 1-6" 5'-0" 8'-0" 1'-0" 2' 0" 3'-6" 7'-0" 8'-0" 14" 110 1'-0" 1-0" 1'-0" 1-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 8'-0" 210 1'-0" 1'-0" 1-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 1'-0" 4'-0" 6'-6" 8'-6" 230 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" 7'-0" 9'-0" 360 1'-0" 1-0" 1'-0" 2'-6" 5,-6„ 8,-0„ 1'-0„ 1'-0„ 1,-0„ 5'-6" 8'-0„ 9'-6" 560 1'-0" 1-0" 1-0" 2'-6" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 6'-6" 9'-0" 10'-0" 16" 210 1'-0" 1'-0" 1-0" 1-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-6" 6'-6" 8'-0" 10'-6" 230 1'-0" 1'-0" 1-0" 1-0" 2'-0" 4'-0" 6'-6" 1'-0" 1-0" 1'-0" 3'-0" 7'-0" 9'-0" 11'-0" 360 1'-0" 1'-0" 1'-0" 1'-0" 3' 0" 6' 0" 9'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 10'-0" 11'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 12'-0" 4" 6" 8" 10" 12" 15" 17" 4" 6" 8" 10" 12" 15" 17" 18" 360 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 13'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-6" 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'-6" 1'-0" 1'-0" 2'-6" 8'-0" 11'-6" 14'-0" 15'-6" 560 1'-0" 1'-0" 1'-0" 1-0" 1'-0" 7'-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6" 14'-6" 15'-6" 2 SCHEDULE DEPTH TJI ® ROUND HOLE SIZE SQ. OR RECTANGULAR HOLE SIZE 2" 3" 4" 6112" 8 7/8" 11" 13" 2" 3" 4" 6112" 8 718" 11" 13" 9112" 110 1-6" 2'-6" 3'-0" 7'-6" 1'-6" 2'-6" 3'-6" 6'-6" 210 2'-0" 2'-6" 3'-6" 7'-6" 2'-0" 3'-0" 4'-0" 7'-0" 230 2'-6" 3'-0" 4'-0" 8'-0" 2'-6" 3'-0" 4'-6" 7'-6" 360 3'-0" 4'-0" 5'-6" 9'-0" 3'-0" 4'-6" 5'-6" 8'-0" 11718° 110 1'-0" 1'-0" 1'-6" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 6'-6" 9'-0" 210 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 1'-0" 2'-0" 3'-0" 7'-6" 10'-0" 230 1'-0" 2'-0" 2'-6" 5'-0" 9'-6" 1'-0" 2'-6" 3'-6" 8'-0" 10'-0" 360 2'-0" 3'-0" 4'-0" 7'-0" 11-0" 2'-0" 3'-6" 5'-0" 9'-6" 11'-0" 560 1'-6" 3'-0" 4'-6" 8'-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12'-0" 14" 110 1-0" 1-0" 1'-0" 2'-0" 4'-6" 8'-0" 1-0" 1-0" 1'-0" 5'-0" 9'-0" 12'-0" 210 1'-0" 1-0" 1'-0" 2'-6" 5'-0" 9'-0" 1-0" 1'-0" 2-0" 6'-0" 10'-0" 12'-6" 230 1'-0" 1'-0" 1-0" 3' 0" 5'-6" 10'-0" 1'-0" 1-0" 2'-6" 6'-0" 10'-6" 13'-0" 360 1'-0" 1'-0" 2'-0" 5'-6" 8'-6" 12'-6" 1-0" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" 560 1'-0" 1-0" 1'-6" 5'-6" 9'-6" 13'-6" 1-0" 3'-0" 5'-0" 10'-0" 13'-6" 15'-0" 16" 210 1'-0" 1-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 1'-0" 4'-6" 9'-6" 12'-6" 15'-6" 230 1'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 5'-0" 10'-6" 13'-0" 16'-0" 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 7'-6" 13'-0" 14'-6" 17'-6" 560 1'-0" 1'-0" 1-0" 2'-6" 7'-0" 11'-0" 15'-0" 1-0" 1'-0" 3'-6" 9'-0" 14'-6" 16'-0" 18'-0" 4" 6" 8" 10" 12" 15" 17" 4" 6" 8" 10" 12" 15" 17" 18" 360 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 15'-0" 1-0" 4'-0" 9'-0" 14'-6" 16'-6" 19'-6" 560 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 6'-0" 11'-6" 16'-6" 18'-0" 20'-6" 20" 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" 1'-0" 1'-6" 7'-0" 12'-6" 16'-6" 19'-0" 21'-0" 560 1'-0" 1-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 3'-0" 8'-6" 14'-0" 17'-6" 19'-6" 20'-6" RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE 1/8" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" ON -CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. • FOR SIMPLE SPAN (5' MINIMUM) UNIFORMLY LOADED JOISTS MEETING THE REQUIREMENTS OF CURRENT TRUE JOIST PRODUCT GUIDES, ONE MAXIMUM SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED NO OTHER HOLES OCCUR IN THE JOIST. • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS SHOWN IN CURRENT TRUS JOIST PRODUCT GUIDES. FOR OTHER LOAD CONDITIONS OR HOLE CONFIGURATIONS CONTACT YOUR TRUS JOIST REPRESENTATIVE. SCALE: N.T.S. 1/3 SPAN 1/3 SPAN ALLOWABLE HOLE ZONE 2X DIA OF LARGEST HOLE 1/3 SPAN BEAM DEPTH MAX ROUND HOLE SIZE 51 /2" 1 3/4"0 71 /4" - 20" 2"0 NOTES: 1. DO NOT CUT RECTANGULAR HOLES. 2. NO HOLES IN CANTILEVER. 3. DO NOT CUT NOTCH OR DRILL HOLES IN BEAMS EXCEPT AS INDICATED IN DIAGRAM AND TABLE. 4. HOLES IN TJI JOIST SHALL BE PER MANUFACTURER SPECIFICATION. NOTCHES NOT PERMITTED BELOW 45° LINE FOR HOLES THRU WALL PL SEE HOLE < 1 1/4"0 FOR 2x4 STUD CO 31/2" MIN D/4 OR 3" MAX f s #4--D/6 OF 11/2" MAX CL JOIST 1/3 CLEAR SPAN MIN 'D' MIN T'P HOLE SPACING CL STUD AND HOLES NOTES: 1. FOR HOLES IN TJI JOISTS, SEE MANUFACTURER'S INFO. 2. for 1 1/4"0 < HOLE < 2"0 AT 2x4 STUD, ADD SS STUD SHOE TO REINFORCE; FOR 2"0 <_ HOLE < 2 3/4"0 AT 2x6 STUD ADD HSS STUD SHOE TO REINFORCE. 3. NO NOTCHING PERMITTED IN STUDS. 4. ALL HOLES SHALL BE DRILLED wl A HOLE SAW. A, 2 ALLOWABLE HOLES AND NOTCHES IN ENGINEERING LUMBER, JOIST/BEAM SCALE: N.T.S. 2-16d AT 12" OC --� (STAGGER 6" wl N NAILS ON FAR SIDE) - CONTINUOUS FILLER BLOCK TJIILSL MEMBER PLYWOOD SHEATHING SEE PLAN PLYWOOD SHEATHING SEE PLAN 0 > 2-16d AT 12" OC 2-16d AT 12" OC 2-16d AT 12" OC I (STAGGER 6" w/ ' ': NAILS ON FAR SIDE) BUILT-UP MEMBERS - CONTINUOUS FILLER BLOCK 2-TJI MEMBERS 4-16d END NAILS BLOCKING NOT SHOWN FOR CLARITY 4-16d END NAILS - POST ABOVE, WHERE IT OCCURS, SEE PLAN - CONTINUOUS SOLE PLATE WHERE WALL OCCURS 2-16d TOE NAILS EACH SIDE BEAM, SEE PLAN CONTINUOUS DOUBLE - TOP PLATES, WHERE WALL OCCURS POST, SEE PLAN WOOD BEAM TO POST CONNECTION h A 4-16d END NAILS 2-16d TOP & BOTTOM CONTINUOUS LSL RIM BOARD ---- 4-16d END NAILS NO FIELD CUT HOLES IN HATCHED ZONES DO NOT CUT OR NOTCH FLANGE. SEE TABLE A s- SEE TABLE A DO NOT CUT HOLES IN CANTILEVER REINFORCEMENT. 1 1/2" HOLE MAY BE CUT ANYWHERE IN WEB OUT -SIDE HATCHED ZONE SEE TABLE B SEE TABLE B ���1 o O to-r r. /, 6" L1� 2xD1 D1 MINIMUM (APPLIES TO ALL HOLES EXCEPT KNOCKOUTS) L2 2xL2 -D2 r i MINIMUM DO NOT CUT HOLES LARGER THAN 1 1/2" IN CANTILEVER ALLOWABLE HOLES - TJI JOISTS ® 2-16d AT 16' OC STAGGERED 2-2x OR 3-2x MEMBERS 2-16d AT 16" OC E.S., STAGGERED 1/2" 0 BOLTS AT 24" OC STAGGERED 4 OR MORE 2x MEMBERS 3 HOLES OR NOTCHES SCALE: N.T.S. SIMPSON CCO POST CAP U.N.O. 1/4 ELEVATION 4'-0" 2'-0" 2'-0" •L6T �� AEI LVL BEAM, SEE PLAN COLUMN, SEE PLAN TYPICAL 4 SIDES WOOD BEAM TO HSS COLUMN CONNECTION ELEVATION 1/4 SIMPSON ECCO POST CAP U.N.O. TYPICAL 4 SIDES 6x STUD WIDTH BLKG wl (4) 16d EA END AT MOUNTING LOCATION, S.A.D. STUD WALL NOTES: 1. HANDRAILS & CONN BY OTHERS. 2. PLYWOOD NOT SHOWN FOR CLARITY. 3. SUBDRILL HOLES IF NEEDED TO AVOID SPLITTING BLKG. TYP BLOCKING AT WALL it SCALE: N.T.S. HANGER SCHEDULE -SOLID SAWN SIZE SIMPSON DESIGNATIONS TOP FLANGE FACE MOUNTED 2xd HUd2d-TF LUS2d (2) 2xd HUd2d-2TF LUS2d-2 4xd BA4d LUS4d 6xd HU6dTF U6d NOTES: 1. INSTALL PER MANUFACTURE'S INSRUCTIONS. FILL ALL HOLES WITH FASENERS SPECIFIED FOR MAXIMUM LOADS. 2. 'd' IS MEMBER DEPTH. 3. USE SKEWED OR SLOPED HANGERS AS REQUIRED. 4. HANGERS ARE TYPICAL UNO IN DRAWINGS. HANGER SCHEDULE -I JOIST JOIST TYPE SIMPSON DESIGNATIONS TOP FLANGE FACE MOUNTED TJI 210 ITS2.06/d IUS2.06/d (2) TJI 210 MIT4.28/d MIU4.28/d TJI 230 ITS2.37/d IUS2.37/d (2) TJI 230 MIT35/d-2 MIU4.75/d-2 TJI 360 ITS2.37/d IUS2.37/d (2) TJI 560 MIT35/d-2 MIU4.75/d-2 TJI 560 ITS3.56/d IUS3.56/d NOTES: 1. INSTALL PER MANUFACTURE'S INSRUCTIONS. FILL ALL HOLES WITH FASENERS SPECIFIED FOR MAXIMUM LOADS. 2. 'd' IS MEMBER DEPTH. 3. USE SKEWED OR SLOPED HANGERS AS REQUIRED. 4. HANGERS ARE TYPICAL UNO IN DRAWINGS. HANGER SCHEDULE-PSL, LVL, LSL, GLULAM TYPE & SIZE SIMPSON DESIGNATIONS TOP FLANGE FACE MOUNTED 31/2 x 71/4 WPU3.5617.25 HGUS48 31/2 x 117/8 HB3.56/11.88 HGUS412 51/4 x 117/8 HGLTV5.511 HGUS5.50/12 5 1/2x 12 HGLTV5.512 HGUS5.50/12 7x 117/8 EGQ.25-SDS HGUS7.25/12 7 x 1 H US7 2 1� NOTES: 1. INSTALL PER MANUFACTURE'S INSRUCTIONS. FILL ALL HOLES WITH FASENERS SPECIFIED FOR MAXIMUM LOADS. 2. 'd' IS MEMBER DEPTH. 3. USE SKEWED OR SLOPED HANGERS AS REQUIRED. 4. HANGERS ARE TYPICAL UNO IN DRAWINGS. REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 Lli w 0 C� 0 00) rn DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 /2\ .\ 06-13-2019 FIFTH WALL LAYOUT JOB 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL WOOD DETAILS 6 A' SECTION 5 SCALE: N.T.S. 6 SCALE: N.T.S. DETAIL 7 SCALE: N.T.S. DETAIL 1 / JOIST AND BEAM HANGER SCHEDULE SCALE: N.T.S. S6.6 PLOT DATE: 7/30/2019 1:33:49 PM STRUCTURAL ENGINEER: MINIMUM NAIL SPACING NAIL TYPE I -JOIST LVL PSL 1 1/2" THK MIN LSL SAWN LUMBER SEN SFN SEN SFN SEN SFN SEN SFN 8d BOX 4" 2" 3" 2" 3" 2" 2" 4" 8d COMMON 6" 2" 3" 2" 3" 2" 2" 6" 10d BOX 6" 2" 3" 2" 3" 2" 2" 6" 10d COMMON 6" 3" 4" 3" 4" 21/2" 21/2" 6" 12d BOX 6" 2" 3" 2" 3" 2" 2" 6" 12d COMMON 6" 3" 4" 3" 4" 21/2" 21/2" 6" 16d BOX 6" 3" 4" 3" 4" 21 /2" 21 /2" 6" 16d SINKER 6" 3" 4" 3" 4" 21/2" 21/2" 6" 16d COMMON 8" 4" 6" 4" 6" 3" 4" 8" NOTES: 1. SEE 1LEVEL'S TECHNICAL GUIDE & ICC REPORTS ESR-1153 & ESR-1387 ADDITIONAL INFO. 2. FOR MULTIPLE ROWS, 10d COMMON MAXIMUM SIZE FASTENER @ MINIMUM 3" OC STAGGERED & OFFSET ROWS BY MINIMUM 1/2" 3. SEN= SPACE OF EDGE NAILS. SFN= SPACE OF SURFACE NAILS. 1/2" MIN ROW OFFSET 1/2" MIN ROW OFFSET 3/8" MIN EDGE DISTANCE 3/8" MIN EDGE DISTANCE EDGE SURFACE A I -JOIST A MINIMUM NAIL SPACING SCHEDULE SCALE::NQNE NAILING SCHEDULE EXCERPT FROM TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION FASTENING' 2 1 2. 3. JOIST TO SILL OR GIRDER: TOENAIL (3) 8d BRIDGING TO JOIST, TOENAIL EACH END (2) 8d SOLE PLATE TO JOIST OR BLOCKING: TYPICAL FACE NAIL BRACED WALL PANEL 16d @ (3) 16d 16" OC @ 16" OC 4. 5. 6. 7 TOP PLATE TO STUD, END NAIL (2) 16d STUD TO SOLE PLATE: TOENAIL END NAIL (2x PLATE) END NAIL (3x PLATE) (4) 8d (2) 16d (2) 20d DOUBLE STUDS: FACE NAIL 16d @ 24" OC DOUBLE TOP PLATES: TYPICAL FACE NAIL LAP SPLICE 16d @ 16" OC (8) 16d 8. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL (3) 8d 9. RIM JOIST TO TOP PLATE: TOENAIL 8d © 6" OC 10. TOP PLATES LAPS AND INTERSECTIONS: FACE NAIL (2)16d 11, CONTINUOUS HEADER, TWO PIECES, 16" OC ALONG EA EDGE 16d 12. CEILING JOISTS TO PLATE: TOENAIL (3) 8d 13. CONTINUOUS HEADER TO STUD: TOENAIL (4) 8d 14. CEILING JOISTS, LAPS OVER PARTITIONS: FACE NAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1 (3) 16d MIN TABLE 2308.10.4.1 15. 16. 17. CEILING JOISTS TO PARALLEL RAFTERS: FACE NAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1 (3) 16d MIN TABLE 2308.10.4.1 RAFTERS TO PLATE: TOENAIL (SEE SECTION 2308.10.1, TABLE 2308.10.1 (3) 8d BUILT-UP CORNER STUDS 16d © 20d @ (2) 20d 16d 24" OC 18. BUILT-UP GIRDERS AND BEAMS: FACE NAIL AT TOP & BOTTOM STAGGERED ON OPPOSITE SIDES FACE NAIL AT ENDS AND AT EACH SPLICE 32" OC 19. 2" PLANKS, AT EACH END BEARING 20. COLLAR TIE TO RAFTER: FACE NAIL (3) 10d 21. JACK RAFTER TO HIP: TOENAIL FACE NAIL (3) 10d (2) 16d 22. ROOF RAFTER TO 2x RIDGE BEAM: TOENAIL & FACE NAIL (2)16d 29. JOIST TO BAND JOIST: FACE NAIL (3) 16d STAGGER - END JOINTS FACE SURFACE EDGE SURFACE 101 riit' 11111111 FACE SURFACE - 3x4 BLKG - END OF GRAIN OR STANDS FOR LSL, PSL. AND SAWN LUMBER. DIRECTION OF LAMINATION FOR LVL B LVL, LSL, PSL & SAWN LUMBER / 2 JOIST BAYS MIN 10d AT 6" OC EDGE NAILING STAGGERED AT ALL PANEL EDGES TYPICAL, UNO. AT BLOCKED DIAPHRAGMS USE 10d AT 2 1/2" OC, MIN, TYP, UNO PLYWOOD STRONG AXIS IS PERPENDICULAR TO JOIST, TYPICAL 10d AT 21/2" OC TO P.W. EDGE BLKG WHERE SHOWN ON PLANS SEE 10d AT 12" OC F. N. AT ALL INTERMEDIATE SUPPORTS NOTES: 1. GLUE PLYWOOD TO FLOOR FRAMING MEMBERS PRIOR TO NAILING. SEE GENERAL NOTES. 2. MINIMUM PLYWOOD WIDTH IS 24". 3. PLYWOOD SHALL BE CONTINUOUS OVER 2 JOISTS BAYS, MIN 4. NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND IN NO CASE SHALL NAILS PENETRATE THE TOP PLY MORE THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS. NAILS OVERDRIVEN ARE SUBJECT TO REJECTION AND MAY RESULT IN REMOVAL OF THE PLYWOOD AND LUMBER FRAMING TO WHICH IT IS FASTENED. ACCEPTANCE IS AT THE DESCRESSION OF THE PROJECT ENGINEER AND SPECIAL INSPECTOR. NOTES: 1. COMMON NAILS TO BE USED EXCEPT WHERE OTHERWISE STATED. 2. ANY FASTENING SPECIFCIED ON PLANS, DETAILS OR GENERAL NOTES SHALL GOVERN OVER THIS SCHEDULE. 3. SEE FOR MINIMUM NAIL SPACING. LYWOOD FLOOR SHEATHING CALE: N.T.S. REQUIRED NAIL SIZE NAME DIAMETER LENGTH MINIMUM PENETRATI NOTES 20d COMMON .192" 4" ON2 1/4" (1) 16d COMMON 0.162" 3 1/2" 2" (1) 16d SINKER 0.148" 3 1/4" 1 3/4" (1), (2), (3) 12d COMMON 0.148" 3 1/4" 1 3/4" (1), (3) 10d COMMON 0.148" 3" 1 3/4" (1), (4) 10d SHORT 0.148" 2 1/2" 1 3/4" (1), (4), (5) 8d COMMON 0.131" 2 1/2" 1 1/2" (1) N54A .250" 21 /2" 21 /4" (6) N20AN .192" 2 1/8" 2" (6) N20A .192" 1 3/4" 1 5/8" (6) NOTES: 1. MINIMUM PENETRATION FOR FULL NAIL LATERAL VALUE IS 12 DIAMETERS, ROUNDED TO NEAREST 1/8". 2. 16d SINKERS ARE ONLY PERMITTED FOR GENERAL FRAMING IF SPECIFICALLY ALLOWED IN THE STRUCTURAL NOTES. 16d SINKERS ARE REQUIRED FOR MSTC STRAPS, BUT MAY NOT BE SUBSTITUTED FOR 16d COMMON NAILS IN ANY OTHER METAL CONNECTORS. 3. 16d SINKER AND 12d COMMON ARE IDENTICAL SIZES. 4. WHERE PLYWOOD OR OSB IS NAILED TO 2x FLAT BLOCKING w/ 10d, INCREASE NUMBER OF NAILS BY 18%, i.e., DECREASE NAIL SPACING BY FACTOR OF 0.85, OR USE 3x FLAT BLOCKING. 5. 10d SHORT IS PERMITTED TO FASTEN 3/4" THICK MAX PLYWOOD DIRECTLY TO FRAMING. 6. N54A, N20AN AND N20A ARE SPECIAL ANNULAR RING SHANK NAILS FOR USE IN SOME SIMPSON CONNECTORS. 2 EN HORIZONTAL PLYWOOD JOINT TOP PL - SPLICE S 2x SOLE PLATE STRAP RIM SPL AN ICE / RIM SPLICE, BUTT TIGHT / MSTC EA SII UNO > a ,. . . . . -AGCERED RIM AND TOP PL SPLICE MIN 4'-0" NOTES: 1. MINIMUM LENGTH OF ANY PIECE OF RIM TO BE SPLICED IS 8'-0". 2. SPLICES ARE NOT PERMITTED OVER WINDOW AND DOOR OPENINGS w/o HEADERS. YPICAL HORIZ PLYWOOD JOINT 1 RIM BEAM/JOIST SPLICE CALE::N'T l'-0" I SCALE::NQ1 2x4 FLAT BLKG w/ (2) 16d TOE NAILS TO JOIST JOIST BEYOND SEE PLAN PLYWD EN PLYWD SHEATHING OVER JOIST SEE PLAN JOIST SEE PLAN 2x4 FLAT w/ (2) 16d TOE NAILS EA END TYP PLYWOOD EDGE BLOCKING SCALE: N.T.S. STRAP PER PLAN TO --\ TOP OF RIM BEAM AND BOTTOM OF BLOCKING RIM BEAM PER PLAN LEDGER BEYOND HANGER PER PLAN L_ NOTCH BOTTOM OF RIM JOIST AS REQUIRED FOR STRAP ■ 3/8" MI F.O. I -JOIST FLANGE BELOW PANEL JOINT NOTE: SEE PLAN FOR DIAPHRAGM NAILING CL JOIST & PANEL JOINT 3/8" TYP BTWN ROWS • • • 31/2" MIN PLAN 28 STRAP )E TYP B 3 LINES OF FASTENERS 3/8" MIN F.O. I -JOIST FLANGE BELOW PANEL JOINT NOTE: SEE PLAN FOR DIAPHRAGM NAILING CL JOIST & PANEL JOINT -1• �• • • • 3/8" TYP BTWN ROWS • • • 21/2" MIN AraiL SECTION /// PLAN SECTION A 2 LINES OF FASTENERS PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.com ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE: ISSUE 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 DD BURLINGAME BLDG Thi, plan checkDEPARTMENT construed to be a permit For, or and approval of an violation of the y et Burlinwarne building C ns odes APPROVAL PENDING Fry L FIELD INSPECTION REVIEWED BY DATE_ JOB 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL WOOD DETAILS 7 9 NAILING SCHEDULE I Ifni SCALE::NONE I I NAIL SIZE SCHEDULE 1 0 ROOF FRAMING DETAIL SCALE::NONE SCALE: N.T.S. 9 IAPHRAGM NAILING CALE: N.T.S. S6.7 PLOT DATE: 9/26/2017 7:41:29 PM CONT DBL TOP PL. / W/ SDS 1/4"x5" SCREWS @ 6" OC EN STRUCTURAL ENGINEER: PROVEST RAILING/FENCE -\ POST S.A.D. 3/8" THK BASE PL TO CONN RAILING/FENCE POST S.A.D. 6x16 BLKG AT RAILING/FENCE POST CONN wl A35 @ T&B 1/2" PLYWD SHEATHING AT - EXT WALL SDS 1/4"x5" SCREW @ 6" OC - ROOF/FLOOR -- SHEATHING PER PLAN Iu ROOF JOIST - w/ HANGER if FULL DEPTH 1 3/4" LSL ---/ LEDGER FASTENED TO EA STUD w/ (3) SDS 1/4"x5" SCREWS 0 0 CV EN ROOF LEVEL 3xBLCKG, TYP. 1/2" PLYWD SHEATHING AT EXT WALL 2x PARAPET STUD WALL PER PLAN NOTE:SEE DETAILS 1/- AND 2/- FOR INFORMATION NOT SHOWN HERE 4 ROOF PARAPET RAILING DETAIL (JOIST PERPENDICULAR) 3/8" THK BASE PL TO CONN RAILING/FENCE POST S.A.D. 6x16 BLKG AT RAILING/FENCE POST CONN SDS 1l4"x5" SCREW @ 6" OC —\ ROOF/FLOOR SHEATHING ROOF JOIST PER PLAN FULL DEPTH 1 3/4" LSL BLKG @ 48" OC w/ (3) 10d NAILS FULL DEPTH 1 3/4" LSL LEDGER FASTENED TO EA STUD w/ (3)16d RAILING/FENCE POST S.A.D. CONT DBL TOP Et�T,SYP N. N. EVE M DBL TOP PL S DBL 2x — STUDS TYP 1/2" PLYWD SHEATHING AT EXT WALL 2x PARAPET STUD WALL PER PLAN 6x BLKG EDGE NAIL —/ co H6 TIE AT 48" OC EDGE NAIL 2x BLKG 16d AT 8" OC TO BLKG CONTIN STUD SEE PLAN /-- T.O. PARAPET S.A.D. FINISH, S.A.D. BUILT-UP ROOFING, S.A.D. 10d AT 4" OC TO BLKG PLYWD SHTG / SEE PLAN TJI JOIST, SEE PLAN TJI BLKG AT 32" OC ALIGN w/ STUD SEE CONTIN 1 3/4 x 11 7/8 LEDGER w/ 4-16d EACH STUD YPICAL PARAPET DETAIL OIST PARALLEL) SDS 1/4"x6" SCREWS @ 3" OC (TOTAL 4) L i 3/8"x9"x9" BASE PL w/ (4) 1/2"0 GALVANIZED LAG BOLT AND WASHERS. RECESS BOLT HEAD 1/2" MAX COUNTERSINK 6" 1 A35 CLIP, TYP 1 I2 TYP TYP TYP A -A SECTION NOTES: 1. ALL LUMBER IN 2 HOUR FIRE RATED EXTERIOR WALL SHALL USE FIRE RETARDANT TREATED WOOD. FASTENER AND METAL CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED TO RATING OF G-185 PER ASTM A653. 2 SEE DETAILS 1/- AND 2/- FOR INFORMATION NOT SHOWN 7 ROOF PARAPET RAILING DETAIL (JOIST PARALLEL) SIM U, EDGE NAIL —' A35 EA END AT STRAP EDGE NAIL 2x BLKG —� CONTIN STUD SEE PLAN — T.O. PARAPET S.A.D. FINISH, S.A.D. E.N. 16d AT 8" OC TO BLKG LSTA12 BLKG TO JOIST AT 24" OC, MAX BUILT-UP ROOFING, S.A.D. PLYWD SHTG SEE PLAN TJI JOIST SEE PLAN CONTIN 13/4 x 11718 LEDGER w/ 4-16d EACH STUD YPICAL PARAPET DETAIL OIST PERPENDICULAR) STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE: ISSUE: 04-24-2017 BUILDING PERMIT 08-28-2017 BUILDING PERMIT REV.02 A REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall nut De construed to be a DerrnI Fur, violation or and approval of any Of the provisions of Burlingame Buiiding Coat, APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL WOOD DETAILS 8 S6.8 PLOT DATE: 9/26/2017 7:41:29 PM STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING AT SHEAR AND FIRE WALLS, PLYWOOD OR GYP BOARD SHALL BE CONTINUOUS BEHIND LEDGER WALL STUDS 2x BLKG -- AS REQD AT TJI, PROVIDE FILLER BLOCK -- ONE SIDE, SEE 2x4 LEDGER WITH 2-16d TO EACH STUD =zvss a _er_ers 1x4 HANGER WITH 2-8d EACH END JOIST HANGER SET TABLE FOR MAXIMUM SPAN 2x BLKG CEILING JOISTS SPAN MAX 2x4 AT 24" OC 8'-0" 2x4 AT 16" OC 9'-6" 2x6 AT 24" OC 12'-6" 2x6 AT 16" OC 14'-0" NOTE: 1. FOR SPANS GREATER THAN 14'-0", USE HUNG CEILING DETAILS, 2. DO NOT SUPPORT MECHANICAL EQUIPMENT ON CEILING JOISTS, PROVIDE HANGERS TO STRUCTURE ABOVE. Q SUSPENDED WOOD CEILING vie SCALE: N.T.S. POST ABOVE, WHERE IT OCCURS, SEE PLAN CONTINUOUS SOLE PLATE 4-16d END NAILS WHERE WALL OCCURS BLOCKING BETWEEN JOISTS 4-16d END NAILS -- SIMPSON MST37 STRAP EACH SIDE OF COLUMN DETAIL 2-16d TOE NAILS EACH SIDE BEAM, SEE PLAN CONTINUOUS DOUBLE TOP PLATES, WHERE WALL OCCURS POST, SEE PLAN WOOD BEAM TO POST CONNECTION II WEB STINFFENER SIZE BY MANUFACTURER (12" MIN) WEB STIFFENER AS REQ'D BY MANUFACTURER WEB STIFFENER NAILING SCALE: N.T.S. L L 2'-8" MAX FOR JOISTS SPACED AT 16" OC 1 ,, 4'-0" MAX FOR JOISTS SPACED AT 24" OC NOTES: 1. FOR LARGER OPENINGS REFER TO PLANS FOR FRAMING. (2) 8d NAILS EA SIDE CLINCH AS REQ'D — TIGHT FIT AT BOT FLANGE L 1 SIMPSON LSTA30 STRAP wl 2x FULL DEPTH BLKG AT EA CORNER. NAIL THRU PLYWD DIAPH JOIST HANGERS TYP L 1 DBL JOIST AT ALL FOUR SIDES OF OPENING 2x BLKG TYP 2 2 CO CV 4 SCALE: N.T.S. 3-8d EACH BLOCK TYPICAL BLOCKING PANEL 'I' JOIST WEB 2X4 BLOCK, TYP SECTION A -A 'I' JOIST BLOCKING PANEL ( SAME SIZE AND MATERIAL AS JOISTS) A SNUG FIT AT BOTTOM DETAIL 'I' JOIST BLOCKING 'I' JOIST IA TI 2X4 BLOCK 5 SCALE: N.T.S. 2x JOIST BLOCKING w/ - - 3-10d MIN TOE NAILS EA END DETAIL 2-10d 1-10d — JOIST, SEE PLAN 2x JOIST BLOCKING 1-10d 2-10d • M z ao CV ri TIGHT FIT AT BOT FLANGE 2 ROWS 16d AT 3" OC EACH SIDE CONTIN FILLER BLOCK FOR LENGTH, SEE PLAN FILLER BLOCK NAILING TJI JOIST 2 ROWS 8d AT 6" OC CLINCH AS a_ REQUIRED 1-10d TO TOP & BOTTOM FLANGE OF BLOCKING PANEL, TYPICAL IISCALE: N.T.S. CONTIN 1 3/4" LSL RIM BOARD 10dAT6"OC, TYP � PLYWOOD SHEATHING SEE PLAN DETAIL STUDS, SEE PLAN PLYWOOD SHEATHING OVER TJI JOISTS, SEE PLAN 10d AT 4" OC TO TJI BLOCKING TJI BLKG SPACED AS INDICATED SEE PLAN SEE 1-16d EACH SIDE TO TOP PLATE, TYPICAL CONTIN 2-2x TOP PLATES STUDS, SEE PLAN TYPICAL BLOCKING AT WALL NOTE: 1. FOR SOLID BLOCKING AT TIEDOWNS, SEE TIEDOWN ELEVATIONS. 1 3/4" LSL RIM BOARD 2 SCALE: N.T.S. -60 1 3/4" LSL -- RIM BOARD SQUASH BLOCK 1-2x4 MIN AT 2x4 WALL 2-2x4 MIN AT 2x6 WALL POST OR JAMB SQUASH BLOCK AT RIM BOARD DETAIL TJI JOIST WEB STIFFENER — EACH SIDE qpPOST OR JAMB 10d TOP & BOTTOM TYPICAL SQUASH BLOCKS CONTINUOUS 2-2x TOP PLATES POST OR JAMB SEE PLAN THIS PAGE WAS I- IA VISE REVISION # _ /DATE v /3- ( BY -- SQUASH BLOCK EACH SIDE WEB STIFFENER EACH SIDE CONTINOUS 2-2x TOP PLATES A WIDTH TO TCH POS SQUASH BLOCKS AT TJI JOIST I TJI JOIST / SEE PLAN --10d TO TOP AND BOTTOM FLANGE, TYP 2X4 MINMUM SQUASH BLOCK EAXH SIDE STUDS SEE PLAN POST OR JAMB SEE PLAN REVIEWED FOR CODE COMPLIANCE AUG 07 2019 BUREAU VERITAS NORTH AMERICA, INC. 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse. corn ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 w w 0 CD co0 igsr (5) r r U No. S4447 Exp. 12-31-20 uc��> OF CO DATE: ISSUE: 04-24-2017 BUILDING PERMIT 06-30-2017 BUILDING PERMIT REV.01 08-28-2017 BUILDING PERMIT REV.02 06-13-2019 FIFTH WALL LAYOUT JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET: TYPICAL WOOD DETAILS 9 S6.9 8 TYPICAL ROOF OR FLOOR OPENING SCALE: N.T.S. 2 6 SCALE: N.T.S. DETAIL 3 SCALE: N.T.S. DETAIL PLOT DATE: 7/30/2019 1:33:53 PM STAIR STRUCTURAL ENGINEER: STAIR STRINGER SEE r SEE PLAN T.O. CONC CONT 2x4 PT SILL UNDER EA 6" OC MIN 4 PER STRINGER. THE USE OF LVP IS ALLOWED ONLY AT MILD STEEL REINFORCED CONCRETE SLAB. -AT PT SLAB, USE 3/4"-DIA x 8" EMBED BOLT, TYP. r / STAIR TREAD BEYOND 5 STRINGER TO CONCRETE SCALE: N.T.S. (2) A34 CLIPS / (2) 16d TO SILL BM WHERE - OCCURS PER MIN 1 3/4" LSL ERFULL DEPTH BLKG EA SIDE OF POST TYP , SHOWN DASHED A BEAM TO POST FACE SCALE: N.T.S. BM W/CONCEALED HANGER PER PLAN CONT POST CENTERED ON BM PER PLAN 8d@4"OC T.O. THREAD S.A.D. 1 1/8" SHEATHING -/ 7 (3)16d CONT STAIR -/ STRINGER SEE PLAN WALL STUD SEE PLAN u U I STRING TO STUD WALL SCALE: N.T.S. —10d@4" BLKG , II 3 BAYS OF - FLOOR JOIST BLKG AT EA PER PLAN STRINGER H2.5A TOP -/ AND BOT 2 BEAM AT STAIR OPENING SCALE: N.T.S. STAIR OPENING MSTA36 STRAP AT EA STRINGER EN BM PER PLAN STAIR STRINGER � WHERE OCCURS ADD JOIST AT EA STRINGER 10d@4" OC TO JOIST HANGER -' H2.5A TOP PER AND BOT SCHED BEAM AT STAIR OPENING SCALE: N.T.S. OPENING STAIR STRINGER WHERE OCCURS 1 PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. 'Ei1EWED FOR CODE COME OCT 3 0 2017 v ui EAU VER1TAS NORTH AMERICA,11 DATE: ISSUE: 06-30-2017 BUILDING PERMIT REV.01 1 /14 A 08-28-2017 BUILDING PERMIT REV.02 ou►+uNGAiu EVIEWED E BLDG otPARTMEN This plan chi s,all-not s For, or conetrued d approvalto be a permit vNroviof any iation of the p Burlingamerovsl�ns of Building Code, APPROVAL PENDING FINAL REVIEW FIELD INSPECTION VIEWED BY DATE JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET: TYPICAL WOOD STAIRS DETAILS S7.1 PLOT DATE: 9/26/2017 7:41:29 PM STRUCTURAL ENGINEER: WALL ABOVE WHERE IT OCCURS SEE PLAN CONTIN 2x SOLE PLATE wl 16d AT 8" OC CONTIN JOIST DO NOT SPLICE ' TJI BLKG WHERE WALL ABOVE OCCURS CONTIN 2-2x TOP PLATES GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS v\ SEE PLAN STUDS, SEE PLAN CONTIN 2x SOLE PLATE w/ 16d AT 8" OC immiromem me en im lie El mu sun Esi NV \,1-10d EACH SIDE TO TOP PLATE, TYPICAL STUD WALL, SEE PLAN A NON -BEARING WALL - JOIST PERPENDICULAR SECTION 17 SCALE: N.T.S. WALL ABOVE WHERE IT OCCURS SEE PLAN 2-16d AT EACH BLKG PANEL TJI BLKG SEE GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN TJI FRAMING -\ SEE PLAN 10d EA SIDE 2-2x4 TOP PLATES STUD WALL - SEE PLAN I I'��►��I SECTION 18 SCALE: N.T.S. WALL ABOVE WHERE IT OCCURS SEE PLAN �I TJI BLKG AT 24" OC SEE STUDS, SEE PLAN CONTIN 2x SOLE PLATE w/ 2-16d AT EACH BLKG PANEL TJI BLKG AT 24" OC SEE NON -BEARING WALL - JOIST PARALLEL 16d AT 8" OC - 10dAT4"OCTO TJI BLKG PANEL GYPCRETE OVER / PLYWOOD SHEATHING & TJI JOISTS SEE PLAN CONTIN TJI ABOVE WALL w/ 10d TOE NAIL AT 6" OC TO TOP PLATE STUD WALL -- SEE PLAN -recccc ssaummilimmila- in :� _- .c cr-mm M i !a Li Pm A SECTION I9 SCALE: N.T.S. STUDS, SEE PLAN CONTIN 2x SOLE PLATE w/ 16d AT 8" OC STAGGERED TJI BLKG PANEL AT 48" OC SEE EAU DBL TJI'S BELOW WALL SEE PLAN NON -BEARING WALL - JOISTS PARALLEL PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN WHERE SHEAR WALL OCCURS ABOVE, FOR SOLE PLATE AND EDGE NAILING, SEE SCHEDULE ,,, \\\ EDGE NAIL 0 SEE PLAN PLYWOOD SHEATHING SEE PLAN & SCHEDULE I64 STUDS, SEE PLAN 10d AT 6" OC GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN 31/2" LSL BLOCKING, TYPICAL FRAMING ANCHOR, SEE SHEAR WALL SCHEDULE CONTINUOUS 2-2x TOP PLATES STUDS, SEE PLAN INTERIOR SHEAR WALL - JOIST PERPENDICULAR SECTION CONDITION AT SHEAR WALL PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN SOLE PLATE - - & EDGE NAILING SEE SCHEDULE 31/2 LSL BLOCKING BETWEEN TJI JOISTS SEE SIM FRAMING ANCHORS SEE SCHEDULE CONDITION AT NON SHEAR WALL ii VAT STUDS, SEE PLAN 10dAT6"OC PLYWOOD FLOOR SHEATHING IS CONTINUOUS CONTIN 2x PLATE wl 16d AT 8" OC GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS, SEE PLAN EDGE NAIL SEE PLAN - 2x PLUMBING WALL, SAD. - PLYWOOD SHEATHING SEE PLAN & SCHEDULE A S.A.D. PARTY WALL - JOIST PERPENDICULAR SECTION 1 3/4" LSL RIM BOARD PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN WHERE SHEAR WALL OCCURS ABOVE, FOR SOLE PLATE AND EDGE NAILING, SEE SCHEDULE STUDS, SEE PLAN 10d AT 6" OC GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN 10d AT 4" OC TO / TJI BLOCKING PANEL 1-10d TO TOP & BOTTOM FLANGE OF BLOCKING PANEL, TYPICAL 9 SCALE: N.T.S. EDGE NAIL SEE PLAN PLYWOOD SHEATHING SEE PLAN & SCHEDULE • T' -1 3/4" LSL RIM BOARD TJI BLKG AT 48" OC SEE "— SQUASH BLOCK UNDER POST OR JAMB, SOLID BLOCK AT TIEDOWN CONTINUOUS 2-2x TOP PLATES STUDS, SEE PLAN INTERIOR SHEAR WALL - JOIST PARALLEL SECTION SEE PLAN 10d AT 4" OC TO TJI BLOCKING PANEL CONTINUOUS 31/2" LSL TJI JOISTS, SEE PLAN SQUASH BLOCK UNDER POST OR JAMB TJI BLOCKING AT 48" OC SEE A35 FRAMING ANCHOR AT 16" OC CONTIN 2-2x TOP PLATES STUDS, SEE PLAN 14 SCALE: N.T.S. CONDITION AT SHEAR WALL PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN SOLE PLATE -- & EDGE NAILING SEE SCHEDULE 31/2 LSL BLOCKING BETWEEN TJI JOISTS SEE SIM FRAMING CHORS SEE SCHEDULE EDGE NAIL SEE PLAN 2x PLUMBING WALL, S.A.D. - ►� PLYWOOD SHEATHING EA SIDE, SEE PLAN & SCHEDULE CONDITION AT NON SHEAR WALL -< ` GAP, S.A.D. PARTY WALL - JOIST PERPENDICULAR SECTION 15 SCALE: N.T.S. STUDS, SEE PLAN PLYWOOD SHEATHING WHERE OCCURS SEE PLAN & SCHEDULE CONTIN PLYWOOD SHEATHING S. SIM I -JOIST HGR SEE SCHEDULE SEE PLAN V GAP S.A.D. PARTY WALL - JOIST PARALLEL NOTE: FOR INFORMATION NOT NOTED, SEE SIM 10d AT 4" OC TO TJI BLOCKING PANEL TJI JOISTS, SEE PLAN 1 3/4" LSL RIM BOARD \ TJI BLKG AT 48" OC SEE SECTION 1 0 SCALE: N.T.S. SEE PLAN 10d AT 4" OC TO TJI BLOCKING PANEL CONTINUOUS 31/2" LSL 1 3/4" LSL RIM BOARD TJI JOISTS, SEE PLAN SQUASH BLOCK UNDER POST OR JAMB A35 FRAMING ANCHOR AT 16" OC CONTIN 2-2x TOP PLATES — STUDS, SEE PLAN CONTIN PLYWOOD SHEATHING A A —vv STUDS, SEE PLAN _-10dAT6"OC / CONTIN 2x PLATE w/ 16d AT 8" OC, TYP GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS, SEE PLAN ti AGAP -' S.A.D. 1 3/4" LSL BLGK, TYP SEE©SIM - SQUASH BLOCK UNDER POST OR JAMB, TYP A35 FRAMING ANCHOR AT 16" OC, TYP CONTIN 2-2x TOP PLATES STUDS, SEE PLAN PARTY WALL - JOIST PERPENDICULAR SECTION TJI BLOCKING AT 48" OC SEE SIM I -JOIST HGR --/ SEE SCHEDULE SEE PLAN 0 0 A NOTE: FOR INFORMATI NOTED, SEE NOT SIM / 10d AT 4" OC TO TJI BLOCKING / PANEL . . GAP TJI JOISTS, SEE PLAN 1 3/4" LSL RIM BOARD \ TJI BLKG AT 48" OC SEE PARTY WALL - JOIST PARALLEL SECTION SCALE: N.T.S. V— 10d AT 4" OC TO TJI BLOCKING PANEL V NOTE: FOR INFORMATION NOT NOTED, SEE ^„ SIM —10d AT 4" OC TO TJI BLOCKING PANEL TJI JOISTS, SEE PLAN TJI BLOCKING AT 48" OC SEE w SIM I--• SECTION 12 SCALE: N.T.S. TJI JOISTS, SEE PLAN 1 3/4" LSL RIM BOARD, TYP TJI BLKG AT 48" OC SEE A GAP S.A.D. PARTY WALL - JOIST PARALLEL PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN EDGE NAIL 1-10d TO TOP & BOTTOM FLANGE OF BLOCKING PANEL, TYPICAL EDGE NAIL 1/2" MIN PLYWOOD JOINT, S.A.D. 5 SCALE: N.T.S. EDGE NAIL SEE PLAN PLYWOOD SHEATHING SEE PLAN & SCHEDULE - STUDS, SEE PLAN EDGE NAILING CONTIN 2x SOLE PLATE w/ 16d AT 8" OC, TYP U.O.N. GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN r-10dAT4"OCTO TJI BLOCKING PANEL 1 3/4" LSL RIM BOARD TJI BLKG AT 48" OC SEE SQUASH BLOCK UNDER POST OR DBL JAMB STUDS, SOLID BLOCK AT TIEDOWNS CONTINUOUS 2-2x TOP PLATES STUDS, SEE PLAN EXTERIOR SHEAR WALL - JOIST PARALLEL SECTION PLYWOOD SHEATHING SEE PLAN EDGE NAIL 10d AT 6" OC 1-16d AT TOP & BOT OF RIM BOARD TO JOIST, TYP 10d AT 6" OC 1/2" MIN PLYWOOD JOINT, S.A.D. 6 SCALE: N.T.S. 10d AT 6" OC FLUSHED HEADER SEE SCHEDULE & PLYWOOD SHEATHING SEE PLAN STUDS, SEE PLAN - CONTIN 2x SOLE PLATE w/ 16d AT 8" OC, TYP, U.N.O. ,- GYPCRETE OVER PLYWOOD SHEATHING & / TJI JOISTS, SEE PLAN 10d AT 4" OC TO BLOCKING CONTIN 1 3/4 LSL RIM BOARD, BUILT-UP AT FLUSHED HDR TJI BLKG AT 48" OC SEE TYP SQUASH BLOCK UNDER POST OR DBL JACK STUDS STUDS, SEE PLAN - HEADERS, SEE SCHEDULE TYPICAL EXTERIOR WALL - JOIST PARALLEL SECTION 7 SCALE: N.T.S. FOR INFORMATI • NOT NOTED, SEE SIM 0 FINISH, S.A.D. CONTIN 1 3/4 LSL RIM BOARD 10d AT 6" OC, TYP PLYWOOD SHEATHING SEE PLAN OPENING, S.A.D. WINDOW, S.A.D. SILL, SEE SCHEDULE STUD WALL, SEE PLAN GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS, SEE PLAN TJI BLKG AT 48" OC TYP CRIPPLE STUDS HDR, SEE SCHEDULE DROP HEADER - JOIST PARALLEL SECTION J\/—T FOR INFORMATION NOT NOTED, SEE 8 SCALE: N.T.S. FINISH, S.A.D. CONTIN 1 3/4 LSL RIM BOARD 10d AT 6" OC, TYP PLYWOOD SHEATHING SEE PLAN OPENING, S.A.D. WINDOW, S.A.D. SILL, SEE SCHEDULE STUD WALL, SEE PLAN GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS, SEE PLAN ADDED MEMBER SEE SCHEDULE TJI BLKG AT 48" OC SEE TYP FLUSHED HEADER RIPPED TO FIT FLUSH HEADER - JOIST PARALLEL SECTION PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN EDGE NAIL 1-10d TO TOP & BOTTOM FLANGE OF JOIST, TYPICAL EDGE NAIL 1/2" MIN PLYWOOD JOINT, S.AD. EDGE NAILING SEE PLAN -- PLYWOOD SHEATHING SEE PLAN & SCHEDULE STUDS, SEE PLAN EDGE NAILING CONTIN 2x SOLE PLATE w/ GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN SQUASH BLOCK UNDER POST OR DBL JAMB STUDS, SOLID BLOCK AT TIEDOWNS \- 1-10d EACH SIDE TO TOP PLATE, TYPICAL CONTINUOUS 2-2x TOP PLATES STUDS, SEE PLAN EXTERIOR SHEAR WALL - JOIST PERPENDICULAR SECTION PLYWOOD SHEATHING SEE PLAN 10d AT 6" OC 1-16d AT TOP & BOT OF RIM BOARD TO JOIST, TYP 10d AT 6" OC 1/2" MIN PLYWOOD JOINT, S.kD. 10d AT 6" OC 2 SCALE: N.T.S. FLUSHED HEADER SEE SCHEDULE & PLYWOOD SHEATHING - SEE PLAN STUDS, SEE PLAN -- EDGE NAIL CONTIN 2x SOLE PLATE w/ GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS, SEE PLAN — 1-10d EA SIDE TO TOP PLATE, TYP CONTIN 2-2x TOP PLATES -- STUDS, SEE PLAN - HEADERS, SEE SCHEDULE TYPICAL EXTERIOR WALL - JOIST PERPENDICULAR SECTION SQUASH BLOCK UNDER POST OR DBL JACK STUDS CONTIN 1 3/4 LSL RIM BOARD, BUILT-UP AT FLUSHED HDR FOR INFORMATION NOT NOTED, SEEArkSIM 3 SCALE: N.T.S. CONTIN 1 3/4 LSL RIM BOARD PLYWOOD SHEATHING SEE PLAN OPENING, S.A.D. WINDOW, S.A.D. SILL, SEE SCHEDULE STUD WALL, SEE PLAN GYPCRETE OVER PLYWOOD SHEATHING & TJI / JOISTS, SEE PLAN 111 \ 1-10d EA SIDE TO TOP PLATE, TYP CRIPPLE STUDS HDR, SEE SCHEDULE DROP HEADER - JOIST PERPENDICULAR SECTION FOR INFORMATION NOT NOTED, SEE 4 SCALE: N.T.S. CONTIN 1 3/4 LSL RIM BOARD PLYWOOD SHEATHING SEE PLAN OPENING, S.A.D. FLUSH HEADER - JOIST PERPENDICULAR SECTION SILL, SEE SCHEDULE STUD WALL, SEE PLAN GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS, SEE PLAN 1-10d EA SIDE TO TOP PLATE, TYP FLUSHED HEADER RIPPED TO FIT ADDED MEMBER SEE SCHEDULE JOIST HANGER AT OPENING PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 DATE 1491-1493 OAK GROVE AVE. z FOR CODE CO ISSUE: 08-28-2017 BUILDING PERMIT REV.02 REVIEWED By DAIL REVIEWED This Plan check shall not be construed to be a se mot For, or and approval of any violation of the provisions of Burlingame Bliiiding Codes APPROVAL PENDING FINAL FIELD INSPECTION JOB: 1721.00 DRAWN BY: Author SCALE AS NOTED PHASE: CD SHEET TYPICAL WOOD WALL SECTIONS & DETAILS 16 SCALE: N.T.S. 13 SCALE: N.T.S. PLOT DATE: 9/26/2017 7:41:30 PM STRUCTURAL ENGINEER: TJI BLKG AT 48" OC SEE SIM I0 SCALE: N.T.S. UNIT CONTIN RIM OVER WALLS & AT DOOR RECESS SEE PLAN GYPCRETE OVER PLYWD SHEATHING, SEE PLAN JOIST HANGER SEE SCHEDULE LTP4 CLIPS AT PLYWOOD SHEATHING CONDITION, SEE SCHEDULE SEE PLAN 2x PLUMBING WALL WHERE OCCURS, S.A.D. 1 9 SCALE: N.T.S. PLYWOOD SHEATHING WHERE IT OCCURS SEE PLAN & SCHEDULE SECTION CORRIDOR WALL PLYWOOD SHEATHING SEE PLAN SEE PLAN CORRIDOR SOLE PLATE & EDGE NAILING, SEE SCHEDULE GYPCRETE OVER PLYWD SHEATHING, SEE PLAN JOIST HANGER SEE SCHEDULE JOIST SEE PLAN CONTIN 2x LEDGER wl 2 ROWS 20d AT 6" OC EDGE NAILING, SEE SCHEDULE SEE PLAN PLYWOOD SHEATHING SEE PLAN & SCHEDULE UNIT SEE PLAN CONTIN RIM OVER — WALLS & AT DOOR RECESS SEE PLAN GYPCRETE OVER PLYWD —\ SHEATHING, SEE PLAN e PLYWOOD SHEATHING SEE PLAN & SCHEDULE SEE PLAN CORRIDOR SOLE PLATE & EDGE NAILING, SEE SCHEDULE GYPCRETE OVER PLYWD / SHEATHING, SEE PLAN // JOIST, SEE PLAN ---`1—r • �--G- • viz JOIST HANGER SEE SCHEDULE A35 CLIP SEE PLAN 2x PLUMBING WALL WHERE OCCURS, S.A.D. PLYWOOD SHEATHING WHERE IT OCCURS SEE PLAN & SCHEDULE SECTION I- \.-J /// e CORRIDOR WALL /// /ii /// /// JOIST HANGER SEE SCHEDULE CONTIN 2x LEDGER w/ 2 ROWS 20d AT 6" OC JOIST SEE PLAN EDGE NAILING, SEE SCHEDULE SEE PLAN PLYWOOD SHEATHING SEE PLAN & SCHEDULE 10d AT 4" OC TO BLKG & 16d AT 6" OC TO JOIST SEE PLAN CONTIN 4x 0 V 1111111 i V AT JOIST PERPENDICULAR ADD JOIST ALIGN wl GUIDE RAIL N L. AT JOIST PARALLEL 2 BAYS TJI BLKG ALIGN wl GUIDE RAIL NOTE: FOR INFORMATION NOT NOTED, SEE® SIM SECTION HANGER SEE SCHEDULE SEE PLAN A A GAP S.A.D. ELEVATOR AT PARTY WALL +1 ELEVATOR GUIDE RAIL J EDGE NAIL __J CONTIN BEAM 1'-0" SHIM BLK AT GUIDE RAIL w/ 4-16d GUIDE RAIL CONNECTION SCALE: N.T.S. 5 SCALE: N.T.S. STUDS, SEE PLAN TJI BLKG w/ 10d TOE NAIL AT 6" OC TO TOP PLATE GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN GYPCRETE OVER PLYWOOD / SHEATHING & TJI JOISTS SEE PLAN STUD WALL, SEE PLAN BEARING WALL - JOISTS PARALLEL/PERPENDICULAR SECTION 6 SCALE: N.T.S. o �\ —1 7. �a SECTION SIMPSON H6 EACH SIDE TOP & BOTTOM BEAM, SEE PLAN SIMPSON HL79 w/ 6-3/4"0 x 5" LAG BOLTS EACH LEG FOR INFORMATION NOT NOTED, SEE EXTERIOR WALL PLYWOOD SHEATHING EDGE NAIL 16d TOE NAIL EA SIDE AT 16"OC 7 SCALE: N.T.S. V 11 =� IRs EXTERIOR OR STAIR SHAFT — ELEVATOR GUIDE RAIL WHERE OCCURS 3/4" PLYWOOD SEE PLAN / T.O. PLY CONTIN 5 1/4x9 1/2 PSL GUIDE RAIL CONNECTION LPT4 AT 16" OC STUD WALL, SEE PLAN NOTE: AT INTERSECTING BEAM/WALLS SEE EXTERIOR WALL AT ELEVATOR SHAFT SECTION UNIT HANGER, SEE SCHEDULE 10d AT 4" OC TO BLOCKING AT JOIST PERPENDICULAR JOIST, SEE PLAN AT JOIST PARALLEL TJI BLKG AT 48" OC SEE SEE PLAN SEE PLAN V— A HGAP S.A.D. STAIR AT PARTY WALL STAIR ---- EDGE NAIL CONTIN XXX PSL BM, SEE PLAN CONTIN 4x NOTES: FOR INFORMATION NOT NOTED, SEE , SIM AT INTERSECTION BEAM/WALLS, SEE SECTION FULL DEPTH TJI BLKG @ 48" OC, TYP GYPCRETE OVER PLYWOOD — SHEATHING & TJI JOISTS SEE PLAN 10d AT 6" OC AT STUD WALL ABOVE I I SEE PLAN & w SIM 10d AT 6" OC IUT HANGER, TYPICAL SEE — SCHEDULE BEAM BEAM, SEE PLAN AT STUD WALL ABOVE SEE PLAN & SIM BEAM, SEE PLAN SCALE: N.T.S. 2 SCALE: N.T.S. I I � I I I I I I 1-10d EACH SIDE JOIST FLANGE TO TOP PLATE, TYPICAL BEAM BELOW FRAMING SECTION AT STUD WALL ABOVE SEE PLAN & XXXX SIM GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN SQUASH BLOCK UNDER POST OR DBL JAMB STUDS TJI BLOCKING 4-10d EACH SIDE BLOCKING TYPICAL BEAM, SEE PLAN 3 SCALE: N.T.S. —V 16d AT 8" OC 1-10d EACH SIDE JOIST FLANGE TO TOP PLATE, TYPICAL STUD WALL, SEE PLAN EDGE NAIL GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN SQUASH BLOCK UNDER POST OR JAMB TJI BLOCKING 4-10d EACH SIDE BLOCKING TYPICAL STUD WALL, SEE PLAN BEARING WALL - JOIST PERPENDICULAR SECTION STUDS, SEE PLAN 16d AT 8" OC 10d AT 4" OC TO TJI BLKG GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN CONTIN TJI ABOVE WALL w/ 10d TOE NAIL AT 6" OC TO TOP PLATE N N TJI BLKG AT 48" OC SEE SIM STUD WALL, SEE PLAN BEARING WALL - JOISTS PARALLEL PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 1491-1493 OAK GROVE AVE. DATE: ISSUE: 08-28-2017 BUILDING PERMIT REV.02 BURLINCA MEVIEWED BLDG DE AMrMENT This plan check shall not be construed to be a permit For, or and approve, of any violation of the provisions of Burlingame Building Cev+es APPHOV,& PENDING FINAL FIELD INSPtC1ION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL WOOD WALL SECTIONS & DETAILS 8 SCALE: N.T.S. SECTION 4 SCALE: N.T.S. SECTION S7.3 PLOT DATE: 9/26/2017 7:41:30 PM STRAP & JOIST STRAP & JOIST STRUCTURAL ENGINEER: CMST TIE STRAP SEE PLAN & SCHEDULE — GYPCONCRETE NOT SHOWN FOR CLARITY 4x TIE JOIST BLOCKING SEE PLAN — JOIST BEYOND CMST TIE STRAP AT BLOCKING TO 2x JOIST 1'-0" FILLER BLOCK CENTERED ON 4x BLOCK, SEE CMST TIE STRAP AT BLOCKING TO TJI JOIST CS TIE STRAP, SEE PLAN & SCHEDULE GYPCONCRETE NOT / SHOWN FOR CLARITY CS TIE STRAP AT BLOCKING TO 2x JOIST TJI BLKG SEE PLAN & CS TIE STRAP AT BLOCKING TO TJI JOIST SECTION - TIE JOIST BLOCKING SCALE: N.T.S. LENGTH 'L2' &'NS2' NAIL SIZE/SPACING LENGTH'L1' &'NS1' NAIL SIZE/SPACING TIE JOIST SEE PLAN 7 SCALE: N.T.S. SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY TIE DETAIL SEE SCHEDULE TIE STRAP SEE PLAN & SCHEDULE .ass_ _=eec TIE JOIST SEE PLAN CONTIN RIM OR BLKG, SEE PLAN STUD WALL, SEE PLAN LENGTH 'L2' & 'NS2' NAIL SIZEISPACING TIE STRAP SEE PLAN & SCHEDULE SEE SCHEDULE CONTIN RIM 6 SCALE: N.T.S. CS OR CMST TIE STRAP SEE PLAN & SCHEDULE 2x4 FLAT BLOCKING FLAT BLOCKING DETAIL CMST TIE STRAP SEE PLAN & SCHEDULE TIE JOIST GYPCONCRETE NOT SHOWN FOR CLARITY 2x6 FULL LENGTH wl 2-16d AT 12" OC OPTIONAL DBL JOIST wl 2-16d AT 12" OC CMST TIE STRAP AT 2x JOIST CMST TIE STRAP SEE PLAN & SCHEDULE TJI JOIST -- r FILLER BLOCK AS REQUIRED FULL LENGTH CMST TIE STRAP AT TJI JOIST 41 SECTION - TIE JOIST SCALE: N.T.S. GYPCONCRETE NOT SHOWN FOR CLARITY 16d TOE NAIL EACH SIDE, EACH END JOIST BEYOND SEE PLAN LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY FLAT BLKG AT STRAP 9 SCALE: N.T.S. JOIST SEE PLAN FULL DEPTH BLKG SEE PLAN TIE DETAIL STUD WALL SEE PLAN TIE JOIST SEE PLAN 0 w 2x SILL CS STRAP SEE PLAN & SCHEDULE TIE JOIST Q STRAP & JOIST GYPCONCRETE NOT SHOWN FOR CLARITY CS TIE STRAP AT 2x JOIST CMST TIE STRAP --- SEE PLAN & SCHEDULE TJI JOIST 3� I CS TIE STRAP AT TJI JOIST STRAP & RIM SPLICE CONTINUOUS RIM 0 w 5 SCALE: N.T.S. CORRIDOR RIM SPLICE DETAIL - RIM 2-2x TOP PLATE MSTC28 TIE STRAP EACH SIDE LENGTH'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE CONTIN RIM SEE PLAN LENGTH'L1' &'NS1' NAIL SIZEISPACING SEE SCHEDULE TIE STRAP SEE PLAN & SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY II N 8 SCALE: N.T.S. A STUD WALL SEE PLAN TIE DETAIL FULL DEPTH BLOCKING L- FLAT BLKG AT STRAP JOIST SEE PLAN CMST TIE STRAP SEE PLAN & SCHED FRAMING WHERE 1 OCCURS CONTIN 2-2x TOP PLATES STUD, SEE PLAN CMST TIE STRAP DETAIL- RIM STUD & GYPCRETE NOT SHOWN FOR CLARITY AT 2x RIM, ADD 2x6 BTWN JOIST OR BLKG FULL LENGTH AT STRAP wl 2-16d AT 8" OC CONTIN RIM SIZE VARIES, SEE PLAN JOIST OR BLKG SEE PLAN AT 2x RIM, ADD A35 CLIP AT 8" OC FULL LENGTH OF STRAP CS TIE STRAP SEE PLAN & SCHEDULE I FRAMING WHERE / OCCURS CONTIN 2-2x TOP PLATES AT FULL WIDTH RIM ADD LTP4 AT 12" OC FULL LENGTH OF STRAP STUD, SEE PLAN CS TIE STRAP STUD & GYPCRETE NOT SHOWN FOR CLARITY CONTIN RIM SIZE VARIES, SEE PLAN JOIST OR BLKG SEE PLAN A35 CLIP ADDED AT 12" OC FULL LENGTH OF STRAP SCALE: N.T.S. MARK STRAP TIE L1 NS1 L2 NS2 DETAIL REMARKS ST1 CS14 2'-0" 10d 2'-0" 10d - - ST2 CMSTC16 3'-0" 16d@1-112"oc 3'-0" 16d@1-112"oc - - ST3 CMSTC16 3'-0" 16d@1-112"oc PER PLAN 16d@1-112"oc - OVERLAP 3'-0" MIN INTO SHEAR WALL NOTE: 1, WHERE NAIL SPACING IS NOT SPECIFIED, FILL ALL HOLES 2. STRAP OVER FLAT 3x4 BLKG WHICH TIGHT FIT BETWEEN JOIST, AND OVERLAP W/ COLLECTOR BEAM OR JOIST BY 24" MIN., AND OVERLAP W/ SHEAR WALL 36" MIN. TIE STRAP SCHEDULE SCALE: N.T.S. PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 w w 0 CC CD 0 rn v DATE: 0 w rQ V Z OCT 3 0 2017 m BUREAU VERITAS NORTH AMERICA ISSUE: 08-28-2017 BUILDING PERMIT REV.02 REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingarne Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET, TIE SCHEDULE AND DETAILS S7.4 PLOT DATE: 9/26/2017 7:41:30 PM CORRIDOR UNIT UNIT CORRIDOR STRUCTURAL ENGINEER: 6 SCALE: N.T.S. LENGTH &'NS1' NAIL SIZE/SPACING LENGTH'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE SEE SCHEDULE TIE STRAP SEE PLAN & SCHEDULE TIE JOIST —' SEE PLAN TIE DETAIL STUD WALL SEE PLAN GYPCRETE NOT SHOWN FOR CLARITY TIE BEAM SEE PLAN 7 SCALE: N.T.S. TIE STRAP - SEE PLAN & SCHED GYPCRETE NOT SHOWN FOR CLARITY JOIST -- SEE PLAN TIE JOIST OR FLAT BLKG AT STRAP TIE DETAIL CORRIDOR UNIT LENGTH'L1' &'NS1' NAIL SIZE/SPACING LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE ¶ SEE SCHEDULE TIE JOIST OR FULL DEPTH BLKG SEE PLAN STUD WALL SEE PLAN V a STUD WALL SEE PLAN CONTIN RIM SEE PLAN STUD WALL SEE PLAN 1 0 SCALE: N.T.S. LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING 7 114111111ififfiiiI L"J SEE SCHEDULE TIE JOIST, SEE PLAN OR FLAT BLKG AT STRAP TIE JOIST OR FULL DEPTH BLKG SEE PLAN GYPCRETE NOT SHOWN FOR CLARITY AT RIM TIE DETAIL A TIE JOIST OR BEAM SEE PLAN LENGTH'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE TIE STRAP -- SEE PLAN & SCHEDULE CONTIN RIM LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE -- GYPCRETE NOT SHOWN i-- FOR CLARITY FLAT BLKG AT STRAP Etki FLAT BLKG AT - JOIST FULL DEPTH BLKG STRAP SEE PLAN SEE PLAN STUD WALL SEE PLAN FULL DEPTH BLKG SEE PLAN 3 SCALE: N.T.S. LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE CONTIN RIM AT RIM TIE DETAIL r A — LENGTH 'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY - TIE STRAP SEE PLAN & SCHEDULE FLAT BLKG AT STRAP JOIST SEE PLAN LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE TIE STRAP SEE PLAN & SCHEDULE 1 1 1 1 1 '11 1' I 1 I I 1 1 1 1 1 1 I I I 1 111 V LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY pi ,I 1„` . 1, CONTIN RIM OR - RIM BLKG SEE - STUD WALL PLAN SEE PLAN FULL DEPTH BLOCKING RIM, SEE PLAN _ENGTH'L1' &'NS1' NAIL SIZE/SPACIN LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE L" J 4 SCALE: N.T.S. CONTINUOUS RIM AT RIM TIE DETAIL V A A SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY V TIE STRAP SEE PLAN & SCHEDULE TIE JOIST OR BEAM SEE PLAN / LENGTH'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY 1 V / LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE V TIE STRAP SEE PLAN & SCHEDULE FLAT BLKG AT STRAP JOIST SEE PLAN 8 SCALE: N.T.S. TJI BLOCKING ---- STUD WALL VA"---11\— SEE PLAN FULL DEPTH BLOCKING RIM, SEE PLAN T FLAT BLKG AT STRAP idl SCALE: N.T.S. AT RIM BLKG TIE DETAIL AT RIM A FULL DEPTH BLOCKING SEE PLAN STUD WALL SEE PLAN UNIT CORRIDOR LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE TIE STRAP —� SEE PLAN & SCHEDULE V i LENGTH'L1' &'NS1' NAIL SIZE/SPACING FLAT BLKG AT STRAP JOIST SEE PLAN SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY CONTIN RIM OR RIM BLKG SEE PLAN 2 SCALE: N.T.S. TIE DETAIL AT RIM BLKG AT RIM --- STUD WALL SEE PLAN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N TIE JOIST OR BEAM SEE PLAN STUD WALL SEE PLAN UNIT CORRIDOR LENGTH'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE TIE STRAP SEE PLAN & SCHEDULE V LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE FLAT BLKG AT STRAP JOIST - SEE PLAN TIE DETAIL TIE DETAIL FLAT BLKG AT STRAP JOIST, SEE PLAN LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE �v TIE STRAP - SEE PLAN & SCHEDULE • FULL DEPTH BLKG CONTIN RIM OR BLKG, SEE PLAN STUD WALL, SEE PLAN LENGTH'L2 & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE GYPCRETE NOT --- SHOWN FOR CLARITY - TIE JOIST SEE PLAN 5 SCALE:: N:Tt'-0" FULL DEPTH BLOCKING SEE PLAN A STUD WALL SEE PLAN FULL DEPTH BLOCKING SEE PLAN / LENGTH 'L2' & 'NS2' NAIL SIZE/SPACING SEE SCHEDULE TIE STRAP SEE PLAN & SCHEDULE CONTIN RIM LENGTH'L1' &'NS1' NAIL SIZE/SPACING SEE SCHEDULE GYPCRETE NOT SHOWN FOR CLARITY Mo FLAT BLKG AT STRAP --- JOIST SEE PLAN TIE JOIST OR BEAM --- SEE PLAN A STUD WALL SEE PLAN - TIE JOIST SEE PLAN PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@ provestse. corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 uun w 0 CC C 0 c� OCT 30 2017 MD :.AU W DATE: ISSUE: 08-28-2017 BUILDING PERMIT REV.02 REVI€W D BURLINGAME BLDG DEPAPITMENT This plan check shall not be COnstruesd to be a perrnit For. or and approved of any violation of the provisions of Burlingame Building Codes FIELD INCIErTION REVIEWED BY DATE JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TIE SCHEDULE AND DETAILS TIE DETAIL SCALE: N.T.S. 9 SCALE: N.T.S. TIE DETAIL 12 TIE DETAIL SCALE:: N:TM'-0" S7.5 PLOT DATE: 9/26/2017 7:41:31 PM P.J.P., TYP AT COL SPLICE WELDED THREADED STUDS 1 3/4" LVL BLKG AT POST E.S. CUT TO FIT TYPICAL NAILER PER 5/S7.1 U- 0 STUD WALL PER PLAN TYP STEEL COL PER PLAN FLOOR SHEATHING PER PLAN TJI FLOOR JOST PER PLAN WE BM SEE PLAN NOTES: 1, PENETRATION MUST OCCUR A MINIMUM OF 'L'/6 CLEAR FROM NEAREST SUPPORT. 2. SPACING BETWEEN OPENINGS SHALL BE 2'H' CLEAR MINIMUM. 3. LIMIT 3 PENETRATIONS PER BEAM/GIRDER. 4. PENETRATIONS MAY OCCUR IN MIDDLE 1/3 OF BEAM/GIRDER. 5. GENERAL CONTRACTOR TO SUBMIT ALL BEAM/GIRDER PENETRATIONS FOR REVIEW. NO REINF FOR H<_ BEAM WEB CONNECTION SCHEDULE SHEAR PLATE CONNECTION BEAM DEPTH # OF BOLTS CONN PL "t" WELD SIZE "A" MIN TOP OF BEAM TO CENTERLINE TOP BOLT DIMENSION 8" 2 318" 1/4" 21/2" 10" 2 3/8" 1/4" 3" 12"-14" 3 318" 1/4" 3" 15"-18" 4 3/8" 5/16" 3" 21" 5 1/2" 5/16" 4" 24" 6 112" 3/8" 4" 27" 7 5/8" 318" 41 /2" 30"-36" 8 5/8" 3/8" 41 /2" 40" 11 3/4" 318" 41 /2" STEEL BM CONN PL SEE SCHED EXTEND CONN PLAT MF BM OR ONE SIDE BM CONN AND WELD TO BOT FLANGE NOTES: 1. ALL BOLTS ARE 7/8"0 (UNLESS OTHERWISE NOTED), A325-X BOLTS TYP UON ALL BOLTS SHALL BE TENSIONED UNLESS SHOWN OTHERWISE IN DETAILS, USE A325-F SLIP CRITICAL (SC) BOLTS FOR ALL MOMENT CONNECTIONS AND WHERE NOTED ON OTHER DETAILS. 2. SCHEDULE APPLIES ALSO TO CHANNELS OF SAME DEPTH. 3, IF LARGER FILLET WELDS ARE REQUIRED BY AISC, THEY WILL SUPERSEDE FILLET WELD SIZES IN SCHEDULE. 4. LARGER PLATE SIZES AND WELDS SHOWN ON SPECIFIC DETAILS SUPERSEDE SIZES SHOWN IN SCHEDULE. 7 STEEL BEAM PENETRATION DETAIL BEAM WEB CONNECTION DETAIL SCALE: N.T.S. I SCALE: N.T.S. RIM BOARD INTERRUPTED AT HSS COL, CUT TO TIGHT FIT AS REQUIRED. 0 TYP WELD 3/16, PL TO HSS COL 3/16' -401 DBL TOP PL -- INTERRUPTED AT HSS COL, CUT TO TIGHT FIT 3" WIDE w/ 12" LONG x1/4" THK GR 36 -- STEEL PL w/ (10) SDS 114"x3" SCREWS @ 1" OC STAGGERED TYP HSS COL PER PLAN NAILER AS REQ'D B: AT RIM JOIST V A - HSS COL I PER PLAN A: AT DBL TOP PLATE - FLOOR SHEATHING PER PLAN MSTC40 STRAP BEYOND NAILER AS REQ'D HSS COLUMN AT WOOD STUD WALL SCALE: N.T.S. PROVIDE SIMPSON PBS OR APPROVED EQUAL, TYP AT THREADED STUDS. 3x MIN NAILER FASTENED -- TO COL wl 5/8" 0 THREADED STUDS @ 12" OC WITHIN WALL SW MEASURED FROM THIS POINT TYP 1/4 /- 2x NAILER FASTENED TO COL w/ TB1460S STAGGERED SCREWS @3"OCATENDOFWALL(MAX STEEL COL THICKNESS = 5/16") - STEEL COL PER PLA N B: ALTERNATE SHEAR WALL NAILER DETAIL 3x MIN NAILER FASTENED TO COL wl 5/8"01 THREADED STUDS @ 12" OC WITHIN WALL SW MEASURED FROM THIS POINT I 4x MIN NAILER FASTENED TO COL wl RECESSED 5/8"0 THREADED STUDS @ 12" OC TYP AT END OF WALL UNO STEEL COL PER PLA N PROVIDE SIMPSON PBS OR APPROVED EQUAL, TYP AT THREADED STUDS. A: STANDARD SHEAR WALL NAILER DETAIL 3/4" THREADED STUD @ 16" OC STAG I-JST w/ HANGER - EN TYP 4 PARALLEL TJI JOIST PER PLAN WHERE OCCURS. TYP I Cr1 (' L 1 314" WIDE FULL - DEPTH LSL LEDGER TYP 5/16 3-12 WOOD WALL SHOWN DASHED WHERE OCCUR ON PLAN I °1 SIDE PL 3/4" ' WF BM PER PLAN /I I I L A. STEEL BEAM DETAIL SCALE: N.T.S. EN AT DIAPH TYP 3/4"0 THREADED STUDS 48" OC AT WALLS. SEE 6 /S6.3 FOR SPCG AT SHEAR WALLS 3x TOP NAILER wl 5/8" WELDED MB @ 16" OC (MAX 3/4" DEEP COUNTERSINK) FLOOR SHEATHING STEEL BM PER PLAN STEEL BEAM DETAIL SCALE: N.T.S. NON COLLECTOR BM CONN TO CCQ CAP CCQ CAP COPED AND WELDED TO\ BM WEB/ 3/16 AND FLANGE W SHAPE STEEL BM TJI FLOOR JOIST / PER PLAN TYP 1/2" GAP�,3",3"112"TYP r M M - SHEAR TAB ES PER SCHED TYP PER SHEAR TAB SCHED DS BM SLOTTED AND BOLTED TO STIFFNER PL w/: (8) 3/4"0 MB FOR 14" OR DEEPER BM (6) 3/4"0 MB FOR 117/8" DEEP BM (4) 3/4"0 MB FOR 91/2" DEEP BM 1 1/2" CENTERLINE OF BOLTS SEE SCHED 1 1/2" -3/4" MAX HSS PER PLAN - 3 4" N 3/4" 0 BOLT TYP (4) 3/4" 0 A307 -- BOLTS TYP HSS PER PLAN 1/4 A: ELEVATION CASE 2 NNE crimea awl] 3/4"0 BOLT - TYP (4) 3/4" 0 A307 BOLTS TYP HSS PER PLAN 1 1/2" MIN B: PLAN A: ELEVATION CASE 1 R -2" MIN SEE SCHED 3/8" STIFFENER PL MIN. WHERE NON -MOMENT FRAME BM IS 21" OR DEEPER UNO. STIFFENER PL TO MATCH BM CONN PLAT MF BM PER PLAN 1/2" THICK STEEL CAP PL B: PLAN CP WELD BOLT TO CAP PL - BM PER PLAN 3 SIDES, TYP 1/4" STIFF PL EA BM PER PLAN SIDE OF WEB 1/2" THICK x BM WIDTH STEEL CAP PL WELD CAP PL TO COL WELD CAP PL TO ,COL BM PER PLAN 1/2" THICK STEEL CAP PL 1/4" STIFF PL EA SIDE OF WEB BM PER PLAN WELD CAP PL TO COL 1/2" THICK x BM WIDTH STEEL CAP PL 2 TYP WF BM TO HSS COL TOP CONN DETAILS 1 1/2" STEEL BM CONN PL SEE SCHED EXTEND CONN PL AT MF BM OR ONE SIDE BM CONN AND WELD TO BOT FLANGE NOTE: 1. ONE SIDED CONNECTION OCCURS WHERE OPPOSITE BEAMS ARE OFFSET BY 12" OR MORE CENTERLINE OF ?EVIEWED FOR CODE CO BOLTS SEE SCHED 1 1/2" 3/4" MAX STRUCTURAL ENGINEER: PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter©provestse.com ARCHITECT: LEVY DESIGN PARTNERS 90 South Park San Francisco, California 94107 III w 0 CC 0 CO rn o> U ww 0 ,1 DATE: ISSUE: 08-28-2017 01-05-2018 06-13-2019 BUILDING PERMIT REV.02 CONSTRUCTION SET FIFTH WALL LAYOUT MPLIAN AUG 07 tag BUREAU VERITAS NORTH "'ERICA, INC. SEE SCHED 3/8" STIFFENER PL MIN. WHERE NON - MOMENT FRAME BM IS 21" OR DEEPER UNO. STIFFENER PL TO MATCH BM CONN PL AT MF -- BM PER PLAN JOB: 1721.00 SCALE: AS NOTED DRAWN BY: Author PHASE: CD SHEET: TYPICAL STEEL DETAILS 19 HSS COL CONNECTION SCALE: N.T.S. 10 CI STEEL COLUMN WITH WOOD NAILER C WOOD TO STEEL BEAM CONNECTION BEAM WEB CONN DETAIL - ONE SIDE SCALE: N.T.S. U SCALE: N.T.S. 11.0 SCALE: N.T.S. S7.6 PLOT DATE: 7/30/2019 1:33:58 PM STRUCTURAL ENGINEER: 4 SCALE: N.T.S. GYPSUM BOARD, S.A.D. 7 EDGE NAILING, TYP PLYWD SHTG N 0- j, WOOD POST SEE PLAN PLAN DETAIL 3x SIDE NAILER, TYP SDS 1/4"0x6" SCREWS AT 3" OC STAGG, TYP DBL 2x STUDS, WHERE STRAP OCCURS SIMPSON MSTA48 STRAP, WHERE IT OCCURS, SEE PLAN HEADER STRAP M W=3'-0" MAX A 4x4 BLOCK TYPICAL 4x4 SILL PLATE ST6215 STRAP (16GAx2x16 1/4) AT EACH CORNER, WITH A MINIMUM OF 8-16d NAILS TO THE BLOCKING AND 8-16d NAILS TO THE SILL OR HEADER STRAPS AT CORNERS OF SHEAR WALL OPENINGS 3 ELEVATION DETAIL SCALE: N.T.S. /7/ 14 ELEVATION DETAIL SCALE: N.T.S. c_TIEDOWN ROD . FOR STUD OR POST SEE TIEDOWN ELEVATION SEE ELV E.N. 4x6 POST MIN 13 SCALE: N.T.S. PLAN DETAIL PART WALL CLTIEDOWN ROD SEE ELEV 3x4 wl 16d AT 3" OC E.N. FOR STUD OR POST SEE TIEDOWN ELEVATION 4x8 POST MIN, FOR LOCATIONS OF LARGER POSTS, SEE PLAN AND TIEDOWN ELEVATIONS NOTE: EDGE NAIL ALL AROUND OPENING AND TO BLOCKS. FOR STUD OR POST SEE TIEDOWN ELEVATION END SHEAR WALL 7 SCALE: N.T.S. CRIPPLE STUD AT OPENING EDGE NAIL 4x4 BLOCK EDGE NAIL STRAP PLAN DETAIL A -A 4x4 BLOCK EDGE NAIL STRAP PLAN DETAIL B-B EDGE NAIL, FULL HEIGHT OF STUD PLAN DETAIL C-C b— c TIEDOWN ROD SE ELEV / j i ,,, X 2 SCALE:: N.TLS: =1'-0" 51/2" PLYWOOD SHEATHING 1/2" MAX TO SHEATHING ANCHOR BOLT SEE SCHED DETAIL PLYWOOD SHEATHING WHERE OCCURS STUD WALL STANDARD WASHER BPS 5/8-3 P.T. SILL PLATE SEE PLAN & SCHED CONC SEE PLAN 1/2" MAX 6" SHEAR WALL 1/2" MAX WHERE PLYWOOD SHEATHING OCCURS EA SIDE OF WALL, STAGGER ANCHOR BOLTS & PLATE WASHERS PLATE WASHER TO BE PARALLEL wl FACE OF WALL, TYP FOR STUD OR POST SEE TIEDOWN ELEVATION TYPICAL STUD !f, PLYWOOD TYPICAL END WALL INSTALLATION PLAN DETAIL EDGE NAIL, TYP TIEDOWN ROD • I� il w 111 ami lid PARTY WALL TYPICAL STUD FOR STUD OR POST SEE TIEDOWN ELEVATION 2x4 w/ 16d AT 12" OC TYP STUD • 2x wl 16d AT 3" OC 4x6 POST MIN, FOR LOCATIONS OF LARGER POSTS, SEE PLAN AND TIEDOWN ELEVATIONS \ E.N. PARTY WALL PERPENDICULAR TO WALL INSTALLATION 12 SCALE: N.T.S. PLAN DETAIL PLYWOOD TYPICAL STUD 6 SCALE: N.T.S. FOR STUD OR POST SEE TIEDOWN ELEVATION TIEDOWN ROD ISCALE:: N.TLg: =1'-0" 31/2" PLYWOOD -- SHEATHING 1/2" MAX TO SHEATHING II II I II LJ ANCHOR BOLT SEE SCHED DETAIL PLYWOOD SHEATHING I/ WHERE OCCURS STUD WALL 2--STANDARD WASHER BPS 5/8-3 P.T. SILL PLATE SEE PLAN & SCHED CONC SEE PLAN 4" SHEAR WALL Y 1/2" MAX PLATE WASHER TO BE PARALLEL wl FACE OF WALL, TYP WINDOW OR DOOR OPENING rt IXI V V TYPICAL MID -WALL INSTALLATION PLAN DETAIL PLYWOOD WHERE IT OCCURS PROD 4 ROD PLYWOOD PLYWOOD NOTE: TYPICAL CONTRACTOR'S OPTION AT WALLS PERPENDICULAR TO CONTINUOUS SHEAR WALLS. PLAN DETAIL 4x4 POST 2x4 w/ 16d AT 12" OC — TYPICAL STUD 4x8 POST 2x4 w/ 16d AT 12" OC TYPICAL STUD C3 w SCALE: N.T.S. PLYWOOD SHEATHING Y , IV I/\I V V \ POST EACH SIDE BELOW SEE SCHEDULE HOLE = TIEDOWN ROD DIA+1/4" PLYWOOD SHEATHING — 6" MAX 6" MAX 3-16d EACH END - STUD BELOW i N CONTIN TOP PLATES CONTIN RIM BOARD 4x SOLID BLOCKING STUD BELOW V V POST EACH SIDE BELOW SEE SCHEDULE HOLE = TIEDOWN ROD DIA + 1/4" N M CONTIN TOP PLATES CONTIN RIM BOARD 3x SOLID BLOCKING w/ 3-16d EACH END INTERIOR/EXTERIOR SHEAR WALL PARALLEL TO JOIST PLYWOOD SHEATHING �\ PROD CI w 6" MAX STUD BELOW POST EACH SIDE BELOW SEE SCHEDULE HOLE = TIEDOWN ROD DIA + 1/4" PLYWOOD SHEATHING ROD= 6" 1. MAX —14 V V POST EACH SIDE BELOW \ SEE SCHEDULE HOLE = TIEDOWN ROD DIA+1/4" IX V V CONTIN TOP PLATES 6x SOLID BLOCKING / STUD BELOW A M CONTIN TOP PLATES 6x SOLID BLOCKING INTERIOR SHEAR WALL PERPENDICULAR TO JOIST PROVEST STRUCTURAL ENGINEERING 410 12th Street, Suite 200 Oakland, CA 94607 T. 510.763.0475 F. 510.763.0476 peter@provestse.corn ARCHITECT: LEVY DESIGN PARTNERS ARCHITECTS 90 South Park San Francisco, California 94107 ui w 0 CC CD 0 CO -QED FOR CODE COMPLIANCE LE OCT 3 0 2017 m U VERITAS NORTH AM RICA, INC. DATE: ISSUE: 08-28-2017 BUILDING PERMIT REV.02 2 REVIEWED A A QURLINGA► F BLOC OEP is lan�lan—�� P check shall net be construed to be a permit For, or and approval of any violation of the provisions et Burlingame Builtins Camp FIELD INL�ENDINGON NAB REVIEWED BY --�D^TE ENT JOB: 1721.00 DRAWN BY: Author SCALE: AS NOTED PHASE: CD SHEET: TYPICAL WOOD SHEAR WALL DETAILS 16 SCALE: N.T.S. PLAN DETAIL PLAN DETAIL S8.1 PLOT DATE: 9/26/2017 7:41:32 PM 15 SCALE: N.T.S. r 1. ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, ETC) TO THE STUDS AND POSTS. ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO: DFL 2X4: 2X6: 3X4: No2 No2 No2 3X6: No2 4X: No1 6X: No1 ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: DFL WITH F'cperp = 625 PSI 2. SIMPSON STRONG -TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE ATS MODEL SPECIFICATION OR DESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND ATS ELONGATION ON SHEARWALL DRIFT. SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OR ITS PERFORMANCE IN CONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. 3. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. 4. THE TAKE-UP DEVICE CONFIGURATIONS SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO THE ELEVATIONS ON THE SUBSEQUENT PAGES FOR TAKE-UP DEVICE CONFIGURATIONS BASED ON FRAMING CONDITIONS PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONS 5. CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED. 6. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY SIMPSON STRONG -TIE OR ENGINEER OF RECORD. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. 7. FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE WITNESS HOLES OR POSITIVE STOP HAS BEEN ACHIEVED. 8. INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN. 9. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE STRUCTURAL DRAWINGS ALWAYS GOVERN. 10. SIMPSON STRONG -TIE HIGHLY RECOMMENDS THAT A PRE -CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OF CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CALL SIMPSON SALES AT 800-999-5099. PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE DESIGNER AND THE GOVERNING BUILDING JURISDICTION. 1 GE\HAL \OTES A\D CO\DT O\S OF USE WITNESS HOLES EA SIDE OF CTUD ACTIVATION PIN CTU D MODEL NO. THREADED ROD SIZE (IN) W (IN) L (IN) COMPENSATION (IN) ATS-CTUD55 5/8-5/8 1 7/8 5 1 ATS-CTUD65 3/4-5/8 2 5 1/2 ATS-CTUD66 3/4-3/4 2 5 1/2 ATS-CTUD75 7/8-5/8 2 5 1/2 ATS-CTUD76 7/8-3/4 2 5 1/2 ATS-CTUD77 7/8-7/8 2 5 1/2 ATS-CTUD87 1-7/8 2 1/2 6 1/8 ATS-CTUD88 1-1 2 1/2 6 1/8 ATS-CTUD97 1 1/8-7/8 2 1/2 6 1/8 ATS-CTUD98 1 1/8-1 2 1/2 6 1/8 ATS-CTUD99 1 1/8-1 1/8 2 1/2 6 1/8 INSTALLATION 1. THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATION PIN FACING OUT. 2. THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHEN VISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THE ISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE. 3. SECURE ROD AT LEVEL ABOVE WITH BEARING PLATE AND ISOLATOR NUT. ATTACH ISOLATOR NUT TO SOLE PLATE WITH PROVIDED SCREW. 4. REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH ISOLATOR NUT. 5. THE CTUD MAY BE INSTALLED IN EITHER DIRECTION. NUT PLATE WASHER BEARING PLATE THREADED ROD TAKE-UP DEVICE SOLID BLOCKING MODEL NO. MAXIMUM THREADED ROD SIZE (IN) W (IN) L (IN) COMPENSATION (IN) ATUD5 5/8 1 3/8 1 7/8 3/4 ATUD6-2 3/4 1 3/4 3 1/8 2 ATUD9 1 1/8 2 1/8 2 1/4 1 TUD9 1 1/8 2 1/8 2 1/4 1 ATUD9-2 1 1/8 2 1/8 3 7/8 2 ATUD9-3 1 1/8 2 1/8 5 3 TUD10 1 1/4 2 3/8 2 1/4 1 ATUD14 1 3/4 2 7/8 2 1/4 3/4 RTUD3 3/8 1 7/8 15/16 NO LIMIT RTUD4 1/2 1 7/8 15/16 NO LIMIT RTUD4B 1/2 2 1/4 1 NO LIMIT RTUD5 5/8 3 1/2 1 7/16 NO LIMIT RTUD6 3/4 3 1/2 1 7/16 NO LIMIT NOTES 1. CODE APPROVALS: ICC-ES ESR 2320; LA RR25643; FL 10007 J vv RTUD INSTALLATION (TUD OR ATUD) 1. PLACE TAKE-UP DEVICE OVER ROD FROM BEARING PLATE. 2. INSTALL PLATE WASHER ON TOP OF TUD ON TOP BY FINGER TIGHTENING PLUS AN WITH WRENCH. 3. REMOVE ACTIVATION PIN. INSTALLATION (RTUD) 1 RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE AND FASTENED THROUGH THE BEARING PLATE TO WOOD PLATES WITH (2)8dX1 Y2 MIN NAILS OR (2)#9X1 Y2 STRONG -DRIVE® SD SCREWS FOR RTUD3 & RTUD4 AND (2)8DX2 Y MIN NAILS OR (2)#9X2 Y2 STRONG -DRIVE® SD SCREWS FOR RTUD5 & RTUD6 ACTIVATION PIN I W (A)TUD LEVEL BELOW ONTO APPROPRIATE OR ATUD, AND SECURE THE NUT ADDITIONAL 1/2 TO 1/3 TURN 4 TA <E UP DEVICE (TUB) 2 COUPL \C TA <E UP DEVICE (CTUD) ROD DIA. (IN) FULL THREAD MODEL NO. STRONG -ROD MODEL NO. 1/2 R4 - 5/8 R5 - 3/4 R6 - 7/8 R7 - 1 R8 - 1 1/8 R9 - 1 1/4 R10 - 1 3/8 R11 - 1 1/2 R12 - 1 3/4 R14 - 2 R16 - 5/8 HSR5 SR5H 3/4 HSR6 SR6H 7/8 HSR7 SR7H 1 HSR8 SR8H 1 1/8 HSR9 SR9H 1 1/4 HSR10 SR1OH 1 3/8 HSR11 SR11H 1 1/2 HSR12 SR12H 1 3/4 HSR14 SR14H 2 HSR16 SR16H 1 1/8 HSSR9H150 SR9H150 1 1/4 HSSR10H150 SR1OH150 L SMOOTH SHANK L1 LUNC THREADS STRONG -ROD MODEL NUMBER STRONG -ROD # 123456 r- A L L (ft) L1 (ft) 3 to 5 1 6 to 12 4 //- 01.75 1 1/8-7 UNC THREADS STRONG -ROD XL MODEL NUMBER STRONG -ROD # 123456 2" TYP STRONG -ROD XLMODEL NO. ROD DIA.3 N. A L COLOR CODE SR9H/14-5 1 3/4-1 1/8 6" 6'-0" ORANGE SR9H/14-7 1 3/4-1 1/8 2 1/2" 7'-5" SR9H150/14-7 1 3/4-1 1/8 2 1/2" 7'-5" NOTES 1. FULLY THREADED AND STRONG -ROD IS UNCOATED OR PLAIN BLACK STEEL. 2. STRONG -ROD MODEL DESIGNATION: THE NUMBER FOLLOWING ATS-SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" (i.e. ATS-SR5H IS A 5/8" DIAMETER HIGH STRENGTH ROD). 3. STRONG -ROD XL ARE 1 3/4" DIA WITH 1 1/8" THREADED ENDS AND ARE USED TO REDUCE ELONGATION. ISOLATOR NUT INSTALL #8x3" SCREW (PROVIDED) THROUGH ISOLATOR NUT AND BEARING PLATE INTO WOOD PLATE MODEL NO. ROD DIA. (IN) WASHER O.D. (IN) ATS-IN5KT 5/8 ATS-IN6KT 3/4 ATS-IN7KT 7/8 3 1/8 ATS-IN8KT 1 ATS-IN9KT 1 1/8 ISOLATOR NUT AT ANY LEVEL ABOVE CTUD BEARING PLATE PER DETAIL 6 NOTE: NO SPLICE IN TOP PLATE IS PERMITTED WITHIN 8" OF ATS ROD 1 /4" RECOMMENDED TAKE-UP DEVICE ASSEMBLY (FLUSH MIN.) COUPLER NUT TOP LEVEL SEE RUN DETAILS FLOOR LEVEL FOUNDATION TOP PLATES BOLT HOLE OVERSIZED ROD COMPRESSION MEMBE TAKE-UP DEVICE ASSEMBLY (g NO MEXXCEPTIONS 64MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT 13 REJECTED DATE: BY: COMPRESSION MEMBERS ACCEPTANCE IS FOR GENERAL COMPLUWCE POD WITH THE CONTRACT DOCUMENTS ow, UP_ER THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESS AN d/XEHNI Et EV I C E OF CONSTRUCTION, COORDINATING ASS E M 3 LY WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ITS WORK IN A SAFE q AND SATISFACTORY MANNER. Q r 0) 6/17 STRUCTURAL A. -TA) ���u' ENGINEERS TAKE-UP DEVICE ASSEMBLY SOLID BLOCKING CONTINUOUS BETWEEN OUTSIDE EDGES OF WIDEST POSTS ABOVE OR BELOW (TYP) NOTE: ALTERNATE BLOCKING ALLOWED W/ SOLID BLOCKING EQUALING FULL WIDTH OF WIDEST POSTS ABOVE OR BELOW PLACED ON EA SIDE OF ROD W/ 3" MAX SPACING BETWEEN BLOCKING BOLT HOLE: OVERSIZED 1 /4" MAX COMPRESSION MEMBERS ROD COUPLER ANCHOR FOR TENSION ONLY OVERSIZE SILL HOLE TO AVOID CONTACT WITH SILL SILL PLATE FOUNDATION AND REINFORCING BY DESIGNER ANCHOR BOLT AS SPECIFIED NOTES 1. SIMPSON STRONG -TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TO DETERMINE ROD LENGTHS ABOVE CONCRETE SURFACE UNLESS NOTED OTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSON STRONG -TIE PRIOR TO SHIPMENT OF RODS ROD NOTE: A 1 DEGREE MAXIMUM OFFSET OF THE ROD IS PERMITTED AT EACH LEVEL ALLOWABLE HORIZONTAL OFFSET PLATE HEIGHT OFFSET 4'-4" (BRIDGE BLOCK) 7/8" 8'-0" 1 5/8" 9'-0" 1 7/8" 10'-0" AND GREATER 2" • N 1 DEGREE MAX. PER FLOOR SEE TABLE BELOW Q AT PLUMB OF ANCHOR BELOW 1 DEGREE MAX. PER FLOOR SEE TABLE BELOW • C AT PLUMB OF ANCHOR BELOW ANCHOR BOLT AS SPECIFIED 10 ALLOWA3LE OD OFFSET SYMMETRICAL STUDS COMPRESSION MEMBERS ON EITHER SIDE OF STRONG ROD NAIL TO EA STUD W/ DESIGNER SPECIFIED EDGE NAILING SPACING X TOTAL NUMBER OF STUDS BUT NOT TO EXCEED 12" O.C. NAILING © 12" O.C. ASYMMETRICAL STUDS 11 SHEAWALL EDGE \AIL \G USE SIMPSON SSP IF POSITIVE CONNECTION OF POST TO SOLE PLATE IS NOT AVAILABLE END STUD SEE RUN INTERIOR STUDS DETAIL TAKE-UP DEVICE ASSEMBLY BRIDGE BLOCK CRIPPLE STUDS ROD TOP LEVEL W/ BRIDGE BLOCK 4 END STUDS SEE RUN INTERIOR STUDS DETAIL ROD COUPLER TAKE-UP DEVICE ASSEMBLY 6" MAX TAKE-UP DEVICE ASSEMBLY ROD TOP PLATE DETAIL RIM JOIST SOLID BLOCKING TO EXTEND TO OUTERMOST BOTTOM LEVEL STUDS; SEE DETAIL 7 COUPLER 11111 ��vPERTTHE ttl "DESIGNRPICAL 16d 1 SILL PLATE II-_! ROD END STUDS SEE TABLE INTERIOR STUDS - SEE TABLE 6 STUDS MAX DIFFERENCE BETWEEN LEVELS A:OV Ls 0 W ROD SHEARWALL ASYMMETRICAL STUD CONVERSION SYMMETRICAL LAYOUT ASYMMETRICAL CONFIGURATION END OF WALL INTERIOR SIDE (1) 2x4 (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 (2) 2x4 (3) 2x4 (2) 2x4 (4) 2x4 (4) 2x4 (2) 2x4 (6) 2x4 (5) 2x4 (2) 2x4 (8) 2x4 (6) 2x4 (2) 2x4 (10) 2x4 (7) 2x4 (2) 2x4 (12) 2x4 (8) 2x4 (2) 2x4 (14) 2x4 (9) 2x4 (2) 2x4 (16) 2x4 (10) 2x4 (2) 2x4 (18) 2x4 (11) 2x4 (2) 2x4 (20) 2x4 (12) 2x4 (2) 2x4 (22) 2x4 NOTES; 1. SYMMETRICAL LAYOUT CONFIGURATIONS ARE THE NUMBER OF COMPRESSION MEMBERS REQUIRED ON EACH SIDE OF ROD. 2. 2x6 MEMBERS SIMILAR ASYMMETRICAL COMPRESSION MEMBER RULES 1. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED IN JOB SPECIFIC RUN DETAILS 2. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6" WHERE A FLOOR SYSTEM WITH A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSS CONDITION) 3. TOP PLATE AND STRAP TERMINATIONS SHALL USE TWO END STUDS ALL LEVELS 4. BRIDGE BLOCK TERMINATIONS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLE CRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOB SPECIFIC RUN DETAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS 5. ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMING 6. A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS 7. AT ANY FLOOR LEVEL, A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS AS COMPARED TO THE INTERIOR STUD PACK ABOVE 8. SEE DETAIL 11 FOR SHEAR WALL EDGE NAILING 15 ASYv VIERCAL COV PRESS O\ v Ev 3P DES G\ 12 OPTIO\AL SSP WHE\ STUD IS OVEN PLATE 7 \STALLATIO\ DETA L 5 ISOLATCH \UT DETAIL MODEL ATS PLATE DIMENSIONS W (IN) L (IN) t (IN) D hole (IN) ATS-BP5-3x3.5 3 3 1/2 3/8 11/16 ATS-BP5-3x5.5 3 5 1/2 5/8 11/16 ATS-BP5-5x5.5 5 5 1/2 3/4 11/16 ATS-BP6-3x5.5 3 5 1/2 5/8 13/16 ATS-BP6-5x5.5 5 5 1/2 5/8 13/16 ATS-BP7-3x5.5 3 5 1/2 5/8 15/16 ATS-BP7-5x5.5 5 5 1/2 5/8 15/16 ATS-BP8-3x5.5 3 5 1/2 1/2 1 1/16 ATS-BP8-5x5.5 5 5 1/2 1/2 1 1/16 ATS-BP9-3x5.5 3 5 1/2 5/8 1 3/16 ATS-BP9-5x5.5 5 5 1/2 5/8 1 3/16 ATS-BP10-3x5.5 3 5 1/2 1/2 1 5/16 ATS-BP10-5x5.5 5 5 1/2 1/2 1 5/16 ATS-BP10-3x9 3 9 1 1 5/16 ATS-BP10-3x12 3 12 1 1/2 1 5/16 ATS-BP10-3x15 3 15 1 3/4 1 5/16 ATS-BP10-5x9 5 9 1 1 5/16 ATS-BP10-5x12 5 12 1 1/2 1 5/16 CUT LENGTH PER RUN DETAILS TAKE-UP DEVICE ASSEMBLY STRAPS 1. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. 2. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS AND ATS INSTALLATION DETAILS. 3. REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END DISTANCES. MINIMUM OF 2 Y" CLEARANCE REQUIRED BETWEEN TOP OF ROD AND BOTTOM OF ROOF DECK AT TIME OF INSTALLATION. WHERE ROD IS REQUIRED TO BE CUT, RECOMMENDED 1/4" ABOVE THE RTUD OR HEX NUT 1/4" RECOMMENDED (FLUSH MIN.) SEE DETAIL 4 FOR FASTENING INFORMATION OF RTUD TO PLATES ROD PER SCHEDULE 13 TA <E-UP DEVICE I\STALLATIO\ AT TOP LEVEL 8 ALT. STRAP TRA\S T O\ MODEL D (IN) H (IN) W (IN) ATS- 1/2-2B 2 16 3 ATS-1/2-2C 2 16 3 ATS-1/2-2D 3 16 3 ATS-1/2-2E 3 16 3 ATS-1/2-2X 3 1/4 16 3 ATS-1/2 CAGE AND COMPONENTS 1/4" MINI . r1/4" MIN BRIDGE BLOCK NOTES 1. CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED 2. CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILS ABOVE. IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH Y2 OF THE SCHEDULED NAILS. IF (3) CRIPPLES ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH 3(3 OF THE SCHEDULED NAILS AND THE INNER MOST CRIPPLE WITH Y3 OF THE SCHEDULED NAILS. 3. CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE 4. IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE; SCL IS ALSO ACCEPTABLE 5. FOR SDS SCREW OPTIONS, CONTACT SIMPSON STRONG -TIE 6. ROD LENGTH AT BRIDGE BLOCK LEVEL BASED ON 52" HEIGHT ABOVE SUBFLOOR. ADDITIONAL ROD LENGTH WILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS ABOVE 52" BRIDGE BLOCK PER RUN DETAILS FULL HEIGHT STUDS EA SIDE W/ EDGE NAILING SPECIFIED BY DESIGNER SPACING PER RUN DETAILS MIN END DIST 52" MIN HEIGHT DO NOT NAIL BRIDGE BLOCK EXCEPT TOE NAIL TO CRIPPLE STUDS NAILS PER RUN DETAILS SCHEDULED CRIPPLE STUDS PER RUN DETAILS -01 SHEATHING AND NAILING MODEL ATS PLATE DIMENSIONS COMPATIBLE ROD DIA (IN) SDS SCREW LENGTH (IN) W (IN) L (IN) t (IN) D hole (IN) WBP4-3X3.5 3 3 1/2 1/2 1/2 1/2 3 WBP5-3X3.5 3 3 1/2 1/2 5/8 5/8 3 WBP6-3X5.5 3 5 1/2 1/2 3/4 3/4 3 WBP7-3X8.5 3 8 1/2 7/8 7/8 7/8 4 1/2 WBP8-3X12 3 12 1 1/4 1 1 4 1/2 WBP8-3X15 3 15 1 5/8 1 1 4 1/2 WBP8-5X5.5 5 5 1/2 1/2 1 1 4 1/2 WBP9-5X8.5 5 8 1/2 7/8 1 1/8 1 1/8 4 1/2 WBP9-5X12 5 12 1 1/4 1 1/8 1 1/8 4 1/2 WBP10-5X12 5 12 1 1/4 1 1/4 1 1/4 4 1/2 NOTES: 1. THREAD ROD THROUGH WBP PLATE 2. THREAD HEX NUT ONTO ROD AND TIGHTEN AGAINST 3. FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD SEE TABLE FOR SDS SCREW LENGTH 1/4" RECOMMENDED (FLUSH MIN.) COMPRESSION MEMBERS COUPLER ROD WBP PLATE SDS SCREW (TYP) REVIEW ` NUT BURUNGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE WBP PLATE BEAM WITH (2) SDS SCREWS (PROVIDED AS A KIT); 16 WOOD 3EAv 3EA \G PLATE MODEL ATS PLATE DIMENSIONS COMPATIBLE TAKE-UP DEVICE SERIES W (IN) L (IN) t (IN) D hole (IN) PL5-3X3.5 3 3 1/2 3/8 11/16 ATUD/TUD PL5-3X5.5 3 5 1/2 1/2 11/16 PL6-3X3.5 3 3 1/2 3/8 13/16 PL6-3X5.5 3 5 1/2 1/2 13/16 PL9-3X5.5 3 5 1/2 1/2 1 3/16 PL9-3X8.5 3 8 1/2 7/8 1 3/16 PL14-3X8.5 3 8 1/2 7/8 1 13/16 PL9-3X12 3 12 1 1/4 1 3/16 PL14-3X12 3 12 1 1/4 1 13/16 PL9-3X15 3 15 1 1/2 1 3/16 PL10-3X15 3 15 1 1/2 1 5/16 PL14-3X15 3 15 1 1/2 1 13/16 PL9-5X5.5 5 5 1/2 1/2 1 3/16 PL14-5X5.5 5 5 1/2 1/2 1 13/16 PL9-5X8.5 5 8 1/2 7/8 1 3/16 PL14-5X8.5 5 8 1/2 7/8 1 13/16 PL9-5X12 5 12 1 1/4 1 3/16 PL10-5X12 5 12 1 1/4 1 5/16 MODEL ATS PLATE DIMENSIONS COMPATIBLE TAKE-UP DEVICE SERIES W (IN) L (IN) t (IN) D hole (IN) BPRTUD3-4 3 3 1/4 5/8 RTUD BPRTUD3-48 3 3 1/2 1/4 5/8 BPRTUD5-6A 3 4 1/2 1/4 1 BPRTUD5-66 3 5 1/2 1/2 1 BPRTUD5-6C 3 7 1/2 3/4 1 STO\ G-OD 6 3EAa \G PLATES EICH CTUD 9 ATS WELDA3LE CAGES 14 ALT. DG BLOC< TAIL 17 3EAa \G DLATES FO ATU/TUB A\D J U0 w CC LJ Q O STRONG -TIE, z 0 cn 0 (1) Z 0 Ca CO rn • U 0 0 0 4) a_ 847-15977 to E 0 0 4) 01 C 0 a u., 0 z U) W uJ 1 I pz DRAWINGS ARE BASED STRUCTURAL DRAWINGS 0) DOCUMENTS BY: PROVEST STRUCTURAL ENGINEERING DATE OF PLANS (D.O.P.): BUREAU VI.. U mA NAME: H.DA DATE: 09/26/2017 SCALE: NO SCALE SHEET: ATS-1 SHEET 1 OF 3 JOB NO. ES-173248B LL 1l 0 2017 ARTH AMERICA, INC. LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY/ DEMAND CAPACITY Level 4: 6.50 6.54 / 6.50 7.06 Level 3: 13.00 17.03 9.00 10.49 Level 2: 20.00 27.06 9.00 10.03 RTUDS BPRTUD5-6A ATS-R5-4 52' MIN HEIGHT FROM FLOOR CNW3/4-5/8 ATS-N6 BP 3/4 ATS-ATUD6-2 PL6-3X5,5 ATS-SR6H-11 iripv,. II IN 1 .■: 11 6' MAX 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE (1) 2x6 CRIPPLES EA SIDE OF ROD MIEHEMEM STAGGER 2 ROWS EACH SIDE: (9) 10d EA. ROW @ 5.13' 0/C (TOTAL=36) (8) 1601 EA. ROW @ 5.86' 0/C (TOTAL=32) SLID BLOCKING (TYP) ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-3X5,5 �� SOLID BLOCKING (TYP) �i MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 3x6 ATS-SR8H-11 MAX PLATE HEIGHT: 9.37 FT ATS-HSC98-OST ATS-N9-OST BP 1-1/4HDG LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A 1 <1) 4x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INFORMATION T3,3 5 RUN(S) 1-1/8' DIA. <F1554 GR 36) ANCHOR ROD BY DESIGNER LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 14.00 14.35 i 14.00 15.01 Level 3: 24.00 29.36 14.00 15.01 Level 2: 35.00 49.90 , 14.00 20.54 ATS-N6 BP 3/4 ATS-ATUD9 PL9-3X8.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-3X8.5 (STUDS OVER BP SEE DETAIL 12/ATS-1) ATS-SR8H-11 ATS-HSC108 ATS-N10�►-Q BP 1-1/4 ATS-ATUD14�_ PL14-3X12�_ -� (STUDS OVER BP SEE DETAIL 12/ATS-1) ATS-SR1OH-11 ATS-C1210-OST ATS-N12-0ST BP 1-1/2HDG 6' MAX MAX 6' DFL (#1 MIN IF SLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL (3) 2x4 N/A STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' 0/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' ❑/C (TOTAL=72) SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL <5) 2x4 N/A ALTERNATE (2) 4x4 I N/A SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL (7) 2x4 N/A ALTERNATE (2) 4x6 I N/A SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INFORMATION T3:5a (4" WALL) 5 RUN(S) 1-1/2' DIA. (F1554 GR 36> ANCHOR ROD BY DESIGNER LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 9.00 9.06 9.00 10.30 Level 3: 20.00 24.62 14.00 15.56 Level 2: 30.00 40.18 14.00 15.56 RTUD6 BPRTUD5-6B ATS-R6-4 52' MIN HEIGHT FROM FLOOR ATS-C76 ATS-N7 BP 7/8 ATS-ATUD9 PL9-5X5.5 ATS-SR7H-11 6' DFL <#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE 1111hr H III11 Ilr II MMEM X (1) 2x6 CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (12) 10d EA. ROW @ 3.73' 0/C (TOTAL=48) (11) 16d EA. ROW @ 4.10' 0/C (TOTAL=44) SOLID BLOCKING (TYP) io MAX ATS-HSC97 ATS-N9 BP 1-1/4 ATS-ATUD9 PL9-5X5,5 ATS-SR9H-11 MAX ATS-C119-0ST ATS-N11-OST BP 1-1/2HDG PLATE HEIGHT: 9,37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 4x6 SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A I (2) 3x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INFORMATION T3,4 (6" WALL) 17 RUN(S) 1-3/8' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 14.00 14.35 14.00 15.56 Level 3: 24.00 29.91 14.00 15.56 Level 2: 35.00 46.17 14.00 16.26 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 AT !I S-SR6H-4 I 52' MIN HEIGHT IlrlIll FROM FLOOR ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-5X5.5 ATS-SR8H-11 ATS-HSC108 ATS-N10 BP 1-1/4 ATS-ATUD14 ATS-SR1OH-11 ATS-C1210-0ST 6' MAX MAX 6' DFL (#1 MIN IF SLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' 0/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A I (1) 4x6 MAX SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (4) 2x6 ALTERNATE N/A I (1) 6x6 1-1/2' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INFORMATION T3:510 (6" WALL) 1 RUN(S) LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 9.00 9 06 9 00 10.30 Level 3: 20.00 24.07 14.00 15.01 Level 2: 30.00 39.08 14.00 15.01 RTUD6 BPRTUD5-6B ATS-R6-4 52' MIN HEIGHT FROM FLOOR ATS-C76 ATS-N7 BP 7/8 ATS-ATUD9 PL9-3X8.5 (STUDS OVER BP SEE DETAIL 12/ATS-1) ATS-SR7H-11 ATS-HSC97 ATS-N9� BP 1-1/4 ATS-ATUD9 PL9-3X8.5 (STUDS OVER BP SEE DETAIL 12/ATS-1) ATS-SR9H-11 ATS-C119-0ST ATS-NII-OST BP 1-1/2HDG 6' MAX 6' DFL (4#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL (2) 2x4 N/A CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (12) 10d EA. ROW @ 3.73" 0/C (TOTAL=48) (11) 16d EA. ROW @ 4,10' 0/C (TOTAL=44) SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT 6' MAX LUMBER EA SIDE OF ROD 4' WALL 6' WALL (5) 2x4 N/A ALTERNATE (2) 4x4 I N/A SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL (6) 2x4 N/A ALTERNATE (1) 4x10 I N/A SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INF❑RMATI❑N T3:4a (4" WALL) 4 RUN(S) 1-3/8' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 14.00 14.35 14.00 15.01 Level 3: 24.00 29.36 14.00 15.01 Level 2: 35.00 49.90 14.00 20.54 ATS-N6 BP 3/4 ATS-ATUD9 PL9-3X8.5 AT !!!I S-SR6H-4 �Iiu III 11 52' MIN HEIGHT Ilr II FROM FLOOR ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-3X8.5 (STUDS OVER BP SEE DETAIL 12/ATS-1) ATS-SR8H-11 A 6' MAX MAX ATS-HSC108 ATS-N10�`► BP 1-1/4 ATS-ATUD14 PL14-3X12 (STUDS OVER BP SEE DETAIL 12/ATS-1) ATS-SR10H-11 ATS-C1210-OST 6' DFL (#1 MIN IF SLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE MiNEWLMIIIMIZEIRIN CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' 0/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL (5) 2x4 N/A ALTERNATE (2) 4x4 I N/A SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL (7) 2x4 N/A ALTERNATE (2) 4x6 I N/A 1-1/2' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INFORMATION T3:5c (4" WALL) 1 RUN(S) LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 14.00 14.35 14.00 15.56 Level 3: 24.00 29.91 14.00 15.56 Level 2: 35.00 46.17 14.00 16.26 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-5X5.5 ATS-SR8H-11 ATS-HSC108 ATS-N10 BP 1-1/4 ATS-ATUD14 PL14-5X5.5 ATS-SR10H-11 ATS-C1210-OST ATS-N12-OST BP 1-1/2HDG Ar- 6' MAX 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' ❑/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT MAX LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A (1) 4x6 SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (4) 2x6 ALTERNATE N/A I (1) 6x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INF❑RMATI❑N T3:5 (6" WALL) 7 RUN(S) 1-1/2' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 14.00 14.35 14.00 15.56 Level 3: 28.00 29.91 14.00 15.56 Level 2: 38.00 46.17 14.00 16.26 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR ATS-HSC96 ATS-N9 BP 1-1/4 ATS-ATUD9 PL9-5X5.5 ATS-SR9H-11 6' DFL (#1 MIN IF SLID SAWN) PLATE HEIGHT: 9.45 FT FULL HT STUDS EA SIDE I,u•1 �� IlrlII w ,. : 111 V_11 6' MAX CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' 0/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) SOLID BLOCKING (TYP) �i A v ATS-HSC109 ATS-N10�� BP 1-1/4 ATS-ATUD14 PL14-5X5.5 ATS-SR10H-11 ATS-C1210-0ST ATS-N12-OST BP 1-1/2HDG MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A (2) 3x6 MAX SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (4) 2x6 ALTERNATE N/A I (2) 4x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INF❑RMATI❑N T3:6 5 RUN(S) 1-1/2' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER DATE: BY: ® NO EXCEPTIONS ❑ MAKE CORRECTIONS NOTED ❑ REVISE MD RESUBMIT ❑ REJECTED //0 A.T.Iv. ACCEPTANCE IS FOR GENERAL COMPUANCE WITH THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION, COORDINATING I13 WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ITS WORK IN A SAFE AND SATISFACTORY MANNER. 1V 7STRUCTURAL ENGINEERS LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 6.00 6.04 6.00 7.06 RTUD5 BPRTUD5-6A ATS-R5-4 52' MIN HEIGHT FROM FLOOR CNWS/8 ATS-R5-2 ATS-N5 ATS-DW5 ATS-1/2-2B ATS-DWS ATS-N5 STEEL BEAM PER DESIGNER 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL N/A (1) 2x6 CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (8) 10d EA. ROW @ 5.86' 0/C (TOTAL=32) (8) 16d EA. ROW @ 5.86' 0/C (TOTAL=32) SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INF❑RMATI❑N T1:1S 6 RUN(S) 1.50' LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 6.50 6.54 6.50 7.06 Level 4: 13.00 17.03 9.00 10.49 Level 3: 17.00 27.06 9.00 10.03 Level 2: 20.00 35.34 9.00 10.03 RTUDS BPRTUD5-6A ATS-R5-4 52' MIN HEIGHT FROM FLOOR CNW3/4-5/8 ATS-N6 BP 3/4 ATS-ATUD6-2 PL6-3X5.5 ATS-SR6H-10 ATS-HSC76 ATS-N7 BP 7/8 ATS-ATUD9 PL9-3X5.5 ATS-SR7H-11 6' DFL <#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE � � CRIPPLES EA SIDE OF ROD 6' MAX STAGGER 2 ROWS EACH SIDE: (9) 10d EA. ROW @ 5.13' 0/C (TOTAL=36) (8) 16d EA. ROW @ 5.86' 0/C (TOTAL=32) SOLID BLOCKING (TYP) �i N - r ATS-HSC87 ATS-N8 BP 1-3 ATS-ATUD9 PL9-3X5.5- -� ATS-SR8H-11 ATS-HSC98-0ST ATS-N9-❑ST BP 1-1/4HDG MAX PLATE HEIGHT: 9.45 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 3x6 SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 3x6 SOLID BLOCKING (TYP) FMAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 4x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INFORMATION T4,3 4 RUN(S) 1-1/8' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 4.20 4.27 4.20 6.42 RTUD4B BPRTUD3-4B ATS-R4-4 52' MIN HEIGHT FROM FLOOR CNW1/2 ATS-R4-2 WBP4-3x3.5-3KT 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL N/A (1) 2x6 STAGGER 2 ROWS EACH SIDE: (TOTAL=24) (TOTAL=24) SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INFORMATION 2 RUN(S) LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 4: 13.00 19.55 9.00 10.49 Level 3: 20.00 27.06 9.00 10.03 Level 2: 30.00 42.62 14.00 15.56 RTUD6 BPRTUD5-6B ATS-R6-4 52' MIN HEIGHT FROM FLOOR CNW3/4 ATS-N6 BP 3/4 ATS-ATUD6-2 ATS-HSC76 ATS-N7 BP 7/8 ATS-ATUD9 PL9-3X5.5 ATS-SR7H-11 ATS-HSC97 ATS-N9 BP 1-1/4 ATS-ATUD9 ATS-SR9H-11 BP 1-1/2HDG 6' MAX 6' MAX PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL N/A (1) 2x6 CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (TOTAL=48) SOLID BLOCKING (TYP) PLATE HEIGHT: 9.45 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 3x6 SOLID BLOCKING (TYP) 6' PLATE HEIGHT: 9.37 FT MAX LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 4x6 SOLID BLOCKING (TYP) 6' PLATE HEIGHT: 9.37 FT MAX LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A (2) 3x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INFORMATION 10 RUN(S) ANCHOR ROD BY DESIGNER PIMENVED BURLINGAME BLDG DEPARTMENT This plan check shall not be construod to be a permit For, or and approval el any violation of the provisions of O STRONG -TIE, 0 CL o :t:"..° cri; oal 11-)r2 :c co 0 0 THERE IS NO EQUAL DRAWINGS ARE BASED STRUCTURAL DRAWINGS LiJ 0 DOCUMENTS BY: PROVEST STRUCTURAL ENGINEERING DATE OF PLANS (D.O.P.): CD co BUREAU VER1L.) Lil- CD 'NAME: H.DA DATE: 09/26/2017 SCALE: NO SCALE SHEET: ATS-2 SHEET 2 OF 3 JOB NO. APPROVAL RELD INSPECTION REVIEWED BY DATE LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 9.00 9.06 9.00 10.30 Level 4: 13.00 19.55 9.00 10.49 Level 3: 20.00 27.06 9.00 10.03 Level 2: 30.00 42.62 14.00 15.56 RTUD6 BPRTUD5-6B ATS-R6-4 52' MIN HEIGHT FROM FLOOR CNW3/4 ATS-N6 BP 3/4 ATS-ATUD6-2 PL6-3X5.5 ATS-SR6H-10 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE 1�:_. II' 11 Ilr 11 6' MAX CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (12) 10d EA. ROW @ 3.73' 0/C (TOTAL=48) (11) 16d EA. ROW @ 4.10' 0/C (TOTAL=44) SOLID BLOCKING (TYP) �i MAX PLATE HEIGHT: 9.45 FT ATS-HSC76 ATS-N7 BP 7/8� ATS-ATUD9 PL9-3X5.5 ATS-SR7H-11 LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A 1 (1) 3x6 ATS-HSC97 ATS-N9�+O BP 1-1/4_� ATS-ATUD9 PL9-5X5.5 ATS-SR9H-11 ATS-C119-OST SOLID BLOCKING (TYP) r6' PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 4x6 6' MAX SOLID BLOCKING (TYP) PLATE HEIGHT: 937 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A I (2) 3x6 1-3/8' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INFORMATION T4,4a 2 RUN(S) LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 14.00 14.35 14.00 15.56 Level 4: 20.00 24.38 9.00 10.03 Level 3: 25.00 34.40 9.00 10.03 Level 2: 35.00 50.66 14.00 16.26 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR ATS-HSC76 ATS-N7 BP 7/8 ATS-ATUD9 PL9-3X5.5 ATS-SR7H-10 ATS-HSC87 ATS-N8 BP 1-3 ATS-ATUD9 PL9-3X5.5 ATS-SR8H-11 ATS-HSC108 ATS-N10��� BP 1-1/4� ATS-ATUD14 PL14-5X5.5 ATS-SR10H-11 ATS-C1210-0ST 6' MAX 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL N/A (2) 2x6 CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' 0/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.45 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I C1) 4x6 SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A I (2) 3x6 S❑LID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (4) 2x6 ALTERNATE N/A I (1) 6x6 1-1/2' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INF❑RMATI❑N T4,5 2 RUN(S) LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 14.00 14.35 14.00 15.56 Level 4: 26.00 29.91 14.00 15.56 Level _3: 37.00 46.17 14.00 16.26 Level 2: 50.00 62.43 14.00 16.26 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-5X5.5 ATS-SR8H-10 ATS-HSC108 ATS-N10�� BP 1-1/4� ATS-ATUD14 PL14-5X5.5 ATS-SR10H-11 6' MAX 6' DFL (#1 MIN IF SOLID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' O/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.45 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A I (2) 3x6 MAX ATS-HSC1210 ATS-N12 BP 1-1/2� ATS-ATUD14 PL14-5X5.5 ATS-HSR12-11 SOLID BLOCKING (TYP) PLATE HEIGHT: 9.37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (4) 2x6 ALTERNATE N/A I C1) 6x6 SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT ATS-C1412-OST LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (5) 2x6 ALTERNATE N/A I (1) 6x8 1-3/4' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INF❑RMATI❑N T4,6 11 RUN(S) ® NO EXCEPTIONS ACCEPTANCE IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS ONLY. El MAKE CORRECTIONS THE CONTRACTOR IS RESPONSIBLE FOR NOTEDKCONFIRMING AND CORRELATING ALL QUANTTT1ES AND DIMENSIONS, SELECTING FABRICATION PROCESS AND TECHNIQUES ❑ REVISE AND RESUBMIT OF CONSTRUCTION, COORDINATING ITS WORK WITH THAT OF ALL OTHER TRADES ❑ REJECTED AND PERFORMING ITS WORK IN A SAFE AND SATISFACTORY MANNER. ° /2/4 I -- STRUCTURAL DATE: ?OVJBY: -T• AL ENGINEERS LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 14.00 14.35 14.00 15.56 Level 4: 26.00 29.91 14.00 15.56 Level 3: 37.00 46.17 14.00 16.26 Level 2: 50.00 55.22 14.00 16.26 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR ATS-HSC86 ATS-N8 BP 1-3 ATS-ATUD9 PL9-5X5.5 ATS-SR8H-10 ATS-HSC108 ATS-N10�� BP 1-1/4� ATS-ATUD14 PL14-5X5.5 ATS-SRIOH-11 ATS-HSC1210 ATS-N12 BP 1-1/2 ATS-ATUD14 PL14-5X5.5 ATS-HSR12-9 ATS-HSC1210 ATS-HSR10-2 ATS-N10 ATS-DW10 ATS-1/2-2X ATS-DW10 ATS-N10 6' MAX 6' DFL (#1 MIN IF S❑LID SAWN) PLATE HEIGHT: 9.44 FT FULL HT STUDS EA SIDE 4' WALL 6' WALL N/A (2) 2x6 CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (19) 10d EA. ROW @ 2.28' 0/C (TOTAL=76) (18) 16d EA. ROW @ 2.41' 0/C (TOTAL=72) S❑LID BLOCKING (TYP) MAX PLATE HEIGHT: 9.45 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (3) 2x6 ALTERNATE N/A I (2) 3x6 SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9,37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (4) 2x6 ALTERNATE N/A I (1) 6x6 SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.37 FT STEEL BEAM PER DESIGNER LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (5) 2x6 ALTERNATE N/A I (1) 6x8 3.25' SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITI❑NAL INF❑RMATI❑N T4.6S 1 RUN(S) LEVEL CUMULATIVE TENSION (kips) INCREMENTAL TENSION (kips) DEMAND CAPACITY DEMAND CAPACITY Level 5: 15.00 15.10 15.00 15.56 Level 4: 15.00 19.88 0.00 6.72 Level 3: 15.00 19.88 0.00 6.72 Level 2: 15.00 27.06 0.00 10.03 ATS-N6 BP 3/4 ATS-ATUD9 PL9-5X5.5 ATS-SR6H-4 52' MIN HEIGHT FROM FLOOR HSCNW3/4 ATS-N6 BP 3/4 ATS-ATUD6-2 PL6-3X3.5 ATS-SR6H-10 I�I '3157m1"2"Elm lirlII 6" DFL (#1 MIN IF S❑LID SAWN) PLATE HEIGHT: 9.44 FT HOiO 0 u 6' MAX FULL HT STUDS EA SIDE CRIPPLES EA SIDE OF ROD STAGGER 2 ROWS EACH SIDE: (20) 10d EA. ROW @ 2.16' 0/C (TOTAL=80) (19) 16d EA. ROW @ 2.28' 0/C (TOTAL=76) SOLID BLOCKING (TYP) MAX PLATE HEIGHT: 9.45 FT HSCNW3/4 ATS-N6 BP 3/4 ATS-ATUD6-2 PL6-3X3.5 ATS-SR6H-11 LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 3x6 ATS-HSC76 ATS-N7�� BP 7/8� ATS-ATUD9 PL9-3X5.5 ATS-SR7H-11 ATS-HSC87-0ST ATS-N8-OST BP 1-3HDG MAX MAX SOLID BLOCKING (TYP) PLATE HEIGHT: 9,37 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I (1) 3x6 SOLID BLOCKING (TYP) PLATE HEIGHT: 937 FT LUMBER EA SIDE OF ROD 4' WALL 6' WALL N/A (2) 2x6 ALTERNATE N/A I C1) 3x6 SEE ALTERNATE BRIDGE BLOCK DETAIL ON ATS-1 FOR ADDITIONAL INFORMATION T4,7 2 RUN(S) 1' DIA. (F1554 GR 36) ANCHOR ROD BY DESIGNER REVIEWED BIIRI NAME RI Il' _ DtPARTMENT This plan check shall not be Construed to be a permit (NO. I DATE REVISIONS 1 d U STRONG -TIE, 0 0 (JO -o m 00 CO 0 - •N 01 0 C_ 0 J U C 0 cn 0 i.r) 0 a) LO 0_ • 0 co a 0) 0) 1 rn C) a) 847-15977 E 0 U a) 0) C 0 0 m Ss cN ) 00 'y a) I- • 0 • - .0 a) • DRAWINGS ARE BASED STRUCTURAL DRAWINGS DOCUMENTS BY: PROVEST STRUCTURAL ENGINEERING DATE OF PLANS (D.O.P.): III 0 OCT 0 BUREAU VER1 TAS U W CD , 'NAME: H.DA DATE: 09/26/2017 SCALE: NO SCALE SHEET: ATS-3 SHEET 3 OF 3 JOB NO. ES-173248B 0 2017 dORTH AMERICA, IE violation of the previsions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE r 1 � 2 1 -9 1I 3'-10 ' /4" J�- coJ I• 8'-7 7/B" 6' 4� -4.6 8'-8 1/2" 1 3 9, 61" F 2_4 6'-0 T 2-3 17'- 0" S:;`) I T34. 23' i36" 13'-9 318" T4 TY - L S6.2 26" DEEP DROP CAP, TYP, UNO CONC. WALL BELOW, TYP 2'-0" L, 011 r r 0 N T3.4 1-2 19'-0" i T3 4 TOC EL= 10.83 X Ca 0::._ i 1. I' la .S6,1 T3.4'1 9'-1 1 /4" al — T4.4 T3.1 1 T-9" 2-2 16'-0" Nur 2-4 -6'-6" 1 I I L J -G Is '-Y'Y'Y it I Td4 �1V • co Ir MI MI CN T4." 2-4 9'-0, -3.4 T4.4 7-11" 6' 14.6 ; 1 T3.4 1 i T4.3 HSS 12X6X1/2" BEAM -. 1-2 18'-0" l 2-3 26-0" 26"-THICK SLAB 1r" PT CONCRETE SLAB Lr� M' I- I 771 26"-THICK SLAB 7 :;" (iv '4j ;1' li_1 -- - T3.3 SECOND FLOOR FRAMING PLAN 1.2 13'-6" T33 <D r o3 ® NO EXCEPTIONS ❑ MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED DATE: /'Z6/11 BY: ACCEPTANCE IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION, COORDINATING ITS WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ITS WORK IN A SAFE AND SATISFACTORY MANNER. STRUCTURAL POV6STENGEERS REVIEWED BURLINGAM BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ANCHOR BOLT SYMBOL DETAIL DETAIL 5/S6.1 0 LU w 0 Is O U STRONG -TIE z 0 0 cn 0 O 0 LC) 0) Li) . co co 0) C 0 C O 4) a- 0 U C O cn ATS LAYOUT GENERAL NOTES 1. THIS LAYOUT IDENTIFIES ATS RUNS WITH NAMES WHICH VARY FROM THOSE INDICATED ON THE STRUCTURAL DRAWINGS. ATS RUNS NOT SPECIFICALLY IDENTIFIED IN THIS LAYOUT SHALL BE INSTALLED WHERE NOTED ON THE STRUCTURAL DRAWINGS. 2. SIMPSON STRONG —TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS WERE TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAVE NOT BEEN CONFIRMED BY SIMPSON STRONG —TIE. 3. REFER TO THE ATS DETAIL SHEETS FOR ROD LOCATIONS RELATIVE TO ENDWALL COMPRESSION POSTS. 4. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE ENGINEER OF RECORD AND THE GOVERNING BUILDING JURISDICTION. 5. THIS LAYOUT IS SPECIFIC TO ATS AND IS NOT APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. 6. REFER TO THE ATS DETAIL SHEET FOR ADDITIONAL NOTES AND INFORMATION. I PROVEST STRUCTURAL ENGINEERING DATE OF PLANS (D.O.P.) STRUCTURAL DRAWINGS O CO DOCUMENTS BY: rn� /NAME: H.DA DATE: 09/26/2017 SCALE: NO SCALE SHEET: OL-1 SHEET 1 OF 2 JOB NO. ES-173248B F. 2 � 1,'-91/2", 3'-101/4" flO U7 i!7 L_. ;r • S� � SE1 8'-7 713" SB1 cc SJ1 SJ1 SJ1 1-3.3 6'-E^;" SJ1 LU T44 T1 1 H L. .J HDR tU 1.3 T 61 4-( SB1 U) • i - Lu r 6-T c) r4.4 3'-8 1/2" T4,6 . .1 66" T4 6 _L I- ST3 ST2 B2 9 U CO 13'-9 3/8" B2 i,C) i CO r U j 14.4 HD 4 i i N CD nl CO ST3 L B2 V� E ST3 C) 9' 'I 11'I" 1 3.4" RIM JOIST 17'-9' 1 3,'4" RIM JOIST . ST7 B1 1-4 '6' 0„ _:ir N m cc l - 71 ,SST? �r F- I i • • ir 22 C. I J1 J1 ST3 (N ST3 a B2 (CI r Ji L B2 1- SI2 STD �I I N CT] M U) ST2 B 1 ST? TRLSS HEADER AT SKYLIGHT EDGE CC L I J-) B2C, ST1 n c • • r I J• B1•Cr 60I • ST1 HD I ST1 ST3 I- Cf] I- I • I • S DOJBLE J1 T4.4 1-3 11-6' T4,4I. ■ B1 (�1 L._ ■ CO XI J yA J W10x31J .7 r L L1 L CV cc r-1 cc ST1 SE.5 N co S-3 T44' CO B1 ;CI ST2 J2 J2 �yV -- T4.b ST3 I =.h C1- S_12 1-2 • 7-6" B1 SJ2 CU U) U S 131 J2 •+ "17 Si? r / • (N 1 2 12-6' I r Ri J1 ST3 T4.4 • S'3 I • • HID R • .r, ZU I-- • - --.1 I —rT41 1 It 1.6 14'-6,' B1 T+.6 `-'`.rlr�r.-•-"`h--'•^\.-rL�lrtr'-'�1-`...='�-1rV-''v-1.s�v-Lr�v-`.r: . _ ..•-��-`_�-`.^ '~ W10x39 B3 N I- M U) fI J1L —J1L ST3 B3- .111 Ct_ 1 3, : 7-;. M JOIST FIFTH FLOOR FRAMING PLAN 1.6 13 15 J1 • -I • I cer LI I I a ti (NJ c4 N ACCEPTANCE IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING AU. QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION, COORDINATING ITS WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ITS WORK IN A SAFE AND SATISFACTORY MANNER. osr STRUCTURAL BY: A- (.IV. ENGINEERS ® NO EXCEPTIONS ❑ MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED DATE: O 1447 /1-1 REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or ani approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ATS LAYOUT GENERAL NOTES 1. THIS LAYOUT IDENTIFIES ATS RUNS WITH NAMES WHICH VARY FROM THOSE INDICATED ON THE STRUCTURAL DRAWINGS. ATS RUNS NOT SPECIFICALLY IDENTIFIED IN THIS LAYOUT SHALL BE INSTALLED WHERE NOTED ON THE STRUCTURAL DRAWINGS. 2. SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS WERE TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAVE NOT BEEN CONFIRMED BY SIMPSON STRONG -TIE. 3. REFER TO THE ATS DETAIL SHEETS FOR ROD LOCATIONS RELATIVE TO ENDWALL COMPRESSION POSTS. 4. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE ENGINEER OF RECORD AND THE GOVERNING BUILDING JURISDICTION. 5. THIS LAYOUT IS SPECIFIC TO ATS AND IS NOT APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. 6. REFER TO THE ATS DETAIL SHEET FOR ADDITIONAL NOTES AND INFORMATION. w CL O z 847-15977 U) THERE IS NO EQUAL DRAWINGS ARE STRUCTURAL DRAWINGS 0 f CD 0 DOCUMENTS BY: J I- U I- Cn LLI 0 CC a_ O C) DATE OF PLANS U /NAME: H.DA DATE: 09/26/2017 SCALE: NO SCALE SHEET: OL-2 SHEET 2 OF 2 JOB NO. ES-173248B GENERAL NOTES 1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF CONFLICTS DUE TO LACK OF COORDINATION. 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING, DUCT WORK OR DIFFUSERS. 5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION ANY DISCREPANCY OR CONFLICTS IN THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE ARCHITECT BEFORE START OF WORK. 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED AND WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK. 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" AND CMC. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THE WORK. 9. MHC ENGINEERS SHALL NOT BE RESPONSIBLE FOR THE DESIGN AND PERFORMANCE OF ANY EXISTING WORK TO REMAIN. 10. INSTALLATION AND MATERIALS USED MAY BE SUBJECTED TO OWNER'S APPROVAL. ALL WORKS SHALL BE DONE PER CURRENT CODE & LOCAL JURISDICTION. HVAC GENERAL NOTES 1. VERIFY EXACT SIZE AND LOCATION OF OPENINGS THROUGH BEAMS, CONCRETE WALLS AND SLABS WITH OWNER -RETAINED STRUCTURAL ENGINEER, PRIOR TO INSTALLATION OR PURCHASE. 2. SEAL ALL AIR PLENUMS, DUCT SHAFTS AND PENETRATIONS AIRTIGHT. 3. FLEX DUCTS MAY BE USED IN BETWEEN JOISTS AND AT CONNECTION TO DIFFUSERS. FLEX DUCT SHALL BE LISTED AND .ABLLED UMC 10-1 (UL181) 4. SEE STRUCTURAL DRAWINGS FOR MINIMUM DISTANCE BETWEEN PIPE SLEEVES AND OTHER PENETRATIONS OF STRUCTURAL SLABS AND WALLS. 5. PROVIDE NECESSARY TRANSITION PIECES UNDER BEAMS TO AVOID CONFLICT WITH CEILING, LIGHTS, PIPING, ETC. AS REQUIRED. 6. ALL EXHAUST AND SUPPLY AIR DUCTWORK SHALL BE SHEET METAL. 7. ALL SEAMS AND CONNECTIONS IN DUCTWORK AND INSULATION SHALL BE SEALED PER SMACNA STANDARD. VERIFY MAX. 6% DUCT LEAKAGE WITH AIR HANDLER & 4% MAX DUCT LEAKAGE WITHOUT AIR HANDLER PER 2016 CEnC 150.0(M)1 1 . 8. ALL MATERIALS AND EQUIPMENT INSTALLED ABOVE CEILINGS SHALL BE NON-COMBUSTIBLE AND U.L. APPROVED. ALL WIRING SHALL BE NON-COMBUSTIBLE OR SHALL BE ENCLOSED IN METAL CONDUIT. 9. CONTRACTOR SHALL COORDINATE WITH ARCHITECT BEFORE PURCHASING DIFFUSERS AND REGISTERS TO VERIFY SIZE, TYPE AND FINISH. COORDINATE LOCATIONS WITH LIGHTING AND REFLECTED CEILING PLANS. 10. LINING MATERIALS INSTALLED WITHIN DUCTS TO HAVE MOLD, HUMIDITY, AND EROSION RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF 2010 CMC 605.0. 11. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE -DEVELOPED NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION PER 2010 CMC 605.0. 12. CONTRACTOR SHALL TEST AND BALANCE ALL AIR FLOW RATES TO CONFIRM CONFORMANCE TO DESIGNS. A COPY OF THE TESTING AND BALANCING REPORT SHALL BE PROVIDED TO THE ENGINEER FOR VERIFICATION BEFORE COMPLETION OF THE JOB. 13. ALL DUCT OPENINGS SHALL BE COVERED & PROTECTED DURING CONSTRUCTION. ALL AIR FILTERS USED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW AT THE CONCLUSION OF CONSTRUCTION. 14. PER CMC 608.1, ALL AHU / HVAC UNITS SUPPLYING AIR IN EXCESS OF 2000 CFM TO ENCLOSED SPACES WITHIN A BUILDING SHALL BE WIRED FOR AUTOMATIC SHUTOFF UPON SMOKE DETECTION. WHERE MULTIPLE FAN UNITS SUPPLY A COMBINED CFM IN EXCESS OF 200 CFM TO AN ENCLOSED ROOM OR AREA, THEN ALL FAN UNITS REQUIRE AUTOMATIC SHUTOFF UPON SMOKE DETECTION. 15. ALL AHU/ HVAC UNIT DUCT SMOKE DETECTORS SHALL BE CONNECTED TO BUILDING FIRE ALARM PANEL TO INITIATE A SUPERVISORY SIGNAL UPON ACTIVATION. v v v v v v v v V V V 16. ALL AHU / HVAC UNIT DUCT -SMOKE DETECTORS SHALL BE TESTED BY MANOMETER TO INSURE AIR VOLUME AND VELOCITIES ARE WITHIN THE TOLERANCE SPECIFICATIONS OF TH ERATINGS REQUIRED BY THE MANUFACTURER'S DATA ON EACH DUCT SMOKE DETECTOR INSTALLED WITHIN THE UNIT / DUCTWORK PER NFPA 72. 17. ALL CONDITIONED SUPPLY AIR DUCTS SHALL BE PROVIDED WITH MINIMUM R-6 INSULATION DUCT WRAP. 18. ALL FAN COIL SYSTEMS SHALL BE PROVIDED WITH A HOLE IN THE SUPPLY PLENUM FOR THE PLACEMENT FOR A STATIC PRESSURE PROBE FOR SUPPLY AIR TESTING & BALANCING VERIFICATION. LABEL PER RA3.3.3.1.1 PER CEnC 150.0(M)13A. SUBSTITUTIONS A. BRAND OR TRADE NAMES ARE USED TO ESTABLISH MINIMUM STANDARDS OF QUALITY AND PERFORMANCE ONLY. PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED ONLY WITH WRITTEN APPROVAL OF THE OWNER. SUBSTITUTE PRODUCTS SHALL HAVE PERFORMANCE AND MATERIAL CHARACTERISTICS EQUAL TO OR BETTER THAN THOSE SPECIFIED AND/OR SCHEDULED. B. APPROVAL OF A SUBSTITUTION DOES NOT AUTHORIZE ANY DEVIATION FROM THE UTILITY, SIZE, OR FUNCTION FO THE SPECIFIED ITEM, UNLESS SPECIFICALLY POINTED OUT AND APPORVAL IS REQUESTED IN THE LETTER OF SUBMITTAL. RESPONSIBILITY FOR CONFLICTS DUE TO SPACE LIMITATIONS IS NOT RELIEVED BY APPROVAL OF A SUBSTITUTION. IF REVISION OF WIRING, PIPING, OR ARRANGEMENT OF OTHER EQUIPMENT IS REQUIRED BECAUSE OF A SUBSTITUTION, SUCH REVISIONS SHALL BE ACCOMPLISHED AT NO CHARGE IN CONTRACT COST. SUBMIT SHOP DRAWINGS OF ALL REVISIONS TO THE ARCHITECT/ENGINEER/OWNER FOR APPROVAL. C. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL MATERIAL SHALL BE NEW, FULL WEIGHT, STANDARD, OF THE BEST QUALITY OF ITS KIND, AND SATISFACTORY TO THE ARCHITECT AND ENGINEER. HVAC LEGEND SYMBOL ABBREV. DESCRIPTION CD -- THERMOSTAT �--___En5 -- DUCT SIZE (DIAMETER) -- DUCT SIZE (WIDTH x DEPTH) 10X6 - [ MVD MANAUL VOLUME DAMPER MMMMh -- FLEXIBLE DUCT, SFT. MAX. ALLOWED RA/EXH RETURN AIR / EXHAUST AIR N> UP SA/OA SUPPLY AIR / OUTSIDE AIR DN -- SHEET NOTES NOTATION -- EQUIPMENT TAG (UL OP) CSD CEILING SUPPLY DIFFUSER CRR CEILING RETURN REGISTER \ 'I 1 SWD SIDE WALL DIFFUSER AP ACCESS PANEL V 3Ar EF EXHAUST FAN !LI Di' v v v v v v v v V v v V V V V V GARAGE VENTILATION CALCULATION (PER CMC TABLE 403.7) GARAGE LEVEL AREA (SQ. FT.) EXHAUST RATE (CFM / SQ. FT.) TOTAL EXHAUST REQUIRED (CFM) DESIGN EXHAUST (CFM) BASEMENT 4200 0.75 3150 3200 1ST FLOOR 2575 0.75 1932 1950 NOTE: ALL GARAGE EXHAUST FAN OPERATION SHALL BE CONTROLLED BY AUTOMATIC DETECTION OF CARBON MONOXIDE, PER CMC 403.7.2 EXCEPTION 2. IV RESIDENTIAL VENTILATION REQ'S ASHRAE 62.2 TABLE 4.1(a) UNIT TYPE BED ROOM AREA (SQ. FT.) REQ'D VENT (CFM) DESIGN VENT (CFM) Al , A2 2 1050 45 50 B 2 1 130 45 50 C 1 615 30 30 D 3 1844 60 60 INDOOR FANCOIL UNIT SCHEDULE MARK UNIT TYPE MANUFACTURER MODEL OUTSIDE AIR (CFM) SUPPLY AIR () MID HEATING CAP. (MBH) COOLING CAP. (MBH) ELECTRICAL DIMENSIONS HxWxD NET WEIGHT (LBS) REMARKS V PH MCA FC-100 LOBBY MITSUBISHI PEAD-A18AA7 110 560 22 18 208 1 1.7 10"x35Y2"x29" 62 1 FC-201, FC-301, FC-401 B MITSUBISHI PEAD-A18AA7 50 560 22 18 208 1 1.7 10"x35/2"x29" 62 1, 2 FC-202, FC-302, FC-402 Al , A2 MITSUBISHI PEAD-A18AA7 50 560 22 18 208 1 1.7 10"x35/2"x29" 62 1, 2 FC-203, FC-303, FC-403 C MITSUBISHI PEAD-Al2AA7 30 450 18 12 208 1 1.5 10"x35/2"x29" 58 1, 2 FC-501 D MITSUBISHI PEAD-A42AA 60 1400 45 42 208 1 1.7 1 O"x55"x29" 95 1, 2 REMARK: 1. PROVIDE W/ LOCAL DISCONNECT, FILTER BOX ON FC PLENUM W/ 1.5" ACOUSTICAL LINING ON FAN COIL SUPPLY BOX AND 18"x18" ACCESS PANEL TO SIDE OF UNIT FOR CONNECTION FOR CONDENSATE DRAIN WITH PLUMBER INLET & AND ACCESS S.P.D. FOR MERV-8 RETURN, TO REFRIGERANT PRIMARY FILTER, VOLUME & FULL-SIZE & SECONDARY ACCESS PIPING DAMPERS & ELECTRICAL CD ROUTING ON PANEL SUPPLY/RETURN/OSA DUCTS, BENEATH FAN COIL UNIT & CONNECTIONS. COORDINATE . FILTER 2. PROVIDE FAN COIL WITH RECTOR SEAL SAFE-T-SWITCH MODEL SS1 & INSTALL WITH ELECTRICAL CONTRACTOR FOR WIRING OF FAN COIL UNIT SHUTOFF ON SWITCH ON FAN COIL SECONDARY DRAIN OUTLET. ACTIVATION. COORDINATE MARK FC-100 HP-201, HP-301, HP-401 HP-202, HP-302, HP-402 HP-203, HP-303, HP-403 HP-501 REMARK: UNIT TYPE LOBBY B Al, A2 C D MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI OUTDOOR HEAT PUMP SCHEDULE MODEL PUZ-A18KNA7 PUZ-A18KNA7 PUZ-A18KNA7 PUZ-Al2KNA7 PUZ-A42KNA7 ELECTRICAL 208 208 208 208 1 1 1 1 28 28 28 15 DIMENSIONS HxWxD (IN) 25"x32"x 1 1/4" 25"x32"x 1 1/4" 25"x32"x 1 1/4" PROVIDE W/ LOCAL DISCONNECT & SPRING VIBRATION ISOLATING SUPPORTS. 25"x32"x 1 1/4" 54"x37/2"x 15" NET WEIGHT (LBS) 100 100 100 93 260 FA\ SCHEDULE REMARKS 1 1 1 1 1 ouR - REVIEWED ,p L UAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED By DATE MARK MANUFACTURER MODEL CFM S.P. (IN W.C.) ELECTRICAL V PH HP DIMENSIONS HxWxD NET WEIGHT (LBS) REMARKS DBF-1 SOLER & PALAU DBF-100XC 111 0.5 120 1 84 W 8"x9/2"x11" 1, 5 EF-1 PANASONIC FV-08VS3 75 0.25 120 1 7 "X 137/8 "x 1 1 /2" EF-2 PANASONIC FV-20NLF1 225 0.30 120 1 1, 8 15"x20/2"x1 1/2" 19 1, 6 EF-3 GREENHECK G-065-VG 100 0.1 120 1 YD 12"x19.5"x19.5" GEF-B.1 GEF-1 GREENHECK GREENHECK SQ-160-A BCF-1 10-7 3200 1940 0.35 0.30 OAF-1 GREENHECK KSF-1 08-H 10 500 0.25 TAF- B.1 GREENHECK BCF-106-4 220 010 TAF-B.2 GREENHECK CSP-A110 100 0.125 REMARK: 1. PROVIDE WITH LOCAL DISCONNECT & FLEX DUCT CONNECTIONS. 2. PROVIDE WITH MERV-8 FILTER. 3. PROVIDE FAN WITH VFD-RATED MOTOR & CO SENSOR CONTROLS. FAN SHALL OPERATE ON LOW SPEED WHEN CO IS DETECTED & INCREASE TO FULL SPEED WHEN CO READINGS EXCEED 200 PPM. 4. PROVIDE PROTECTIVE GUARD SCREEN ON INLET AND OUTLET OF FAN. FAN TO RUN 24/7. 5. DRYER BOOSTER FAN TO BE PROVIDED WITH CURRENT SENSOR (CS-325), SECONDARY LINT TRAP (LT-100) & 24"x12" ACCESS PANEL WHERE INSTALLED ABOVE CEILING. 6. FAN SHALL RUN 24/7 TO VENTILATE TRASH STORAGE AREA. 7. FAN SHALL BE CONTROLLED BY THERMOSTAT LOCATED IN ELEVATOR LOBBY AREA. 460 460 208 115 115 3 2 3 3/4 3 1 1 /4 20 W 21 1, 7 26"x26"x29" 19"x32"x36" 157 265 1, 3 1, 3 32/2"x30"x58/2" 230 1, 2 11 "x20"x23/4" 78 1, 4 9 "x 1 3/4"x 1 0/2" 17 1 8. FAN SHALL BE PROVIDED WITH HUMIDITY SENSOR CONTROLS. ISSUE PERMIT SET BUILDING PERMIT REV. 01 A DATE SCALE DRAWN JOB M1582 EXP. 9/30/17 MFCHPN IGY' 02/03/2017 AS NOTED RML M16-143R.1 04/24/2017 06/30/2017 MO.O D DIFFUSER SCHEDULE SYMBOL TAG MAKE MODEL CFM RANGE NECK DIMENSIONS REMARK SWD-1 SWD-2 TITUS TITUS 272FS 272FS 110-250 270-510 12"x6„ >> >� 20 x6 SET BLADES FOR 45° SPREAD. PROVIDE W/ OBD IN DIFFUSER NECK. SWR TITUS 272FS 400 -- 20"x6" SET BLADES FOR 45° SPREAD. 'i--1 EXH TITUS S8F 200 -- 8"x6 DUCT -MOUNTED EXHAUST GRILLE. '11 CSD TITUS 250 100 61'0 12"x12" 1-WAY SPREAD PATTERN. PROVIDE W/ AG-15 OBD IN DIFFUSER NECK. /2( CRR-1 CRR-2 CRR-3 TITUS TITUS 4FL 4FL 4FL 130 380-450 1340 -- 12"x12" 24"x16" 36"x24" PROVIDE W/ RETURN AIR PLENUM ABOVE & TAP RETURN DUCT TO SIDE OF PLENUM. CEG TITUS OMNI 100 6"0 12"x12" -- LSD TITUS FL-15 1 -SLOT 280 8 OVAL 60 x33/4 HI -THROW CONFIGURATION. PROVIDE W/ TITUS FBPI-15 PLENUM LRD TITUS FL-15 1 -SLOT 470 10" OVAL 48 x33/4 JETTHROW CONFIGURATION. PROVIDE W/ TITUS FBPI-15 PLENUM FIRE SMOKE DAMPER SCHEDULE MANUF. MODEL SIZE EFFECTIVE DAMPER SIZE INLET OUTLET SLEEVE (WxHxL) SERVICE CLASS TEMP RATING (°F) FMARK RATING E ACTUATOR TYPE FAIL FSD-1.1 RUSKIN FSD36WR 12"x 12" 12"x 12 8"0 8"0 12"x 12"x20" SUPPLY 2 350 1Y2 HOUR ELEC N.C. FSD-2.1 RUSKIN FSD36WR 12"x 12" 12"x 12 8"0 8"0 12"x 12"x20" SUPPLY 2 350 1.2 HOUR ELEC N.C. FSD-3.1 RUSKIN FSD36WR 12"x12" 12"x12 8"0 8"0 12"x12"x20" SUPPLY 2 350 1-2 HOUR ELEC N.C. FSD-4.1 RUSKIN FSD36WR 12"x12" 12"x12 8"0 8"0 12"x12"x20" SUPPLY 2 350 1) HOUR ELEC N.C. NOTE: ALL COMBINATION FIRE AND SMOKE DAMPERS SHALL COMPLY WITH CMC CHAPTER 17 AND BE INSTALLED ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. IN SEQUENCE OF OPERATIONS NARRATIVE EACH INDIVIDUAL FIRE SMOKE DAMPER SHALL CLOSE UPON DETECTION OF SMOKE AND SEND A NOTIFICATION SIGNAL TO FIRE ALARM CONTROL PANEL OF SMOKE DETECTION. WALL CAP SCHEDULE SYMBOL TAG MAKE MODEL NECK (IN) REMARK WC PRIMEX WCT6 3x6"0 PROVIDE RESTROOM AND KITCHEN HOOD EXHAUST SECTIONS WITH BACKDRAFT DAMPERS & SCREENS. PROVIDE DRYER EXHAUST SECTION W/ BACKDRAFT DAMPER & NO SCREEN. CONFIRM FINISH COLOR WITH ARCHITECT. 1 _su1_r CCi :. OCT 30 2011 BUREAU VERITAS NORTH AMERICA, INC. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE f ISSUE PERMIT SET BUILDING PERMIT REV. 01 / \ DATE I 04/24/2017 06/30/2017 ENGINEERS 0 H— Z 0 0 U) J 0 W I 0 J Q 0 Z I 0 W 2 M19582 EXP. 9/30/17 ' CNPN ICE' DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 MO.1 WALL OR PARTITION SLEEVE FIRE/SMOKE DAMPER - DUCT -Ii FIRE STAT DUCT / -DUCT SMOKE DETECTOR ACTUATOR FSD INSPECTION PANEL MOUNTING ANGLE NOTE: PROVIDE RUSKIN F/SD WITH SP-100 SWITCH PACKAGE, DSDN DUCT SMOKE DETECTOR, AND TS150 FIRESTAT MODULES. FIRE/SMOKE DAMPER DETAIL �oz SCALE: N.T.S. RUSKIN® 3900 Dr. Greaves Rd. Kansas City, MO 64030 (816) 761-7476 FAX (816) 765-8955 FSD36, FSD36LP COMBINATION FIRE AND SMOKE DAMPER 11/2 HOUR UL555 RATED, UL555S LEAKAGE CLASS 2 APPLICATION Ruskin FSD36 Series low leakage combination fire and smoke dampers provide point -of -origin fire and smoke containment. The FSD36 includes high strength single skin blades to ensure the lowest resistance to airflow and leakage up to 2000 fpm (10.2 m/s) and 4 in. wg (1 kPa). The FSD36LP low leakage, low profile, and low pressure drop combi- nation fire and smoke damper is provided with an integral sleeve/frame design. The FSD36LP has the lowest pressure drop of less than .03 at 1000 FPM (5.1 m/s) of any fire smoke damper. All FSD36 series dampers may be installed vertically in walls or hori- zontally in masonry floors and are rated for airflow and leakage in either direction. STANDARD CONSTRUCTION Description FSD36 FSD36LP Frame 5" x 16 gauge (127 x 1.6) galvanized, single piece, hat- shaped channel, structurally superior to 13 (2.4) gauge channel frame. Integral sleeve and frame 20 (1.0) gauge galvanized single piece. Blades 6" (152) wide and 16 (1.6) gauge galvanized steel. Blades are approximately 6" (152) on center Low profile aerodynamic shaped, double skin of 16 (1.6) and 20 (1.0) gauge galvanized steel. Bearings Stainless steel sleeve type, pressed into frame. Stainless steel sleeve type, pressed into frame. Jamb Seal Stainless steel. flexible metal compression type. Stainless steel, flexible metal compression type. Blade Seal Silicone edge type for smoke seal to 450°F (232"C) and galvanized steel for flame seal to 1900°F (1038°C) mechanically fastened to the blade edge. Stainless steel, flexible metal compression type. Linkage Concealed in frame. Not Required DAMPER SIZES Sizes indicated below are for ratings of 2000 FPM (10.2 m/s) and 4 in. w.g. (1 kPa). MINIMUM SIZE FSD36LP - 6"w x 6"h (152 x 152) (actual size) FSD36 - 8"w x 6"h (203 x 152) MAXIMUM SIZE FSD36LP Single Section Vertical or Horizontal - 36"w x 14"h (914 x 356) FSD36 Single Section Vertical or Horizontal - 36"w x 48"h (914 x1219) FSD36 Multiple Section Vertical 126"w x 96"h (3200 x 2438) or 72°w x 122"h (1829 x 3099) Multiple Section Horizontal Electric Actuator - 120"w x 96"h (3048 x 2438) Pneumatic Actuators -144"w x 96"h (3658 x 2438) CONTROLLED CLOSURE DEVICE (HEAT -ACTUATED) EFL (Electric Fuse Link) - 165°F (74°C) standard. 212`F (100°C), 250'F (121°C), 350°F (177°C) available. PFL (Pneumatic Fuse Link) - 165°F (74°C) standard. 212°F (100°C), 285°F (141°C) available. Spec FSD36-316/Replaces FSD36-315 amca WORLDWIDE CERTIiIED RATIA65 ►EWOkUAaCE nln won®mr ♦` *no Denim nuoOINTlon 1nTinnn(Ionnl. enc.' a. MAXIMUM OPERATIONAL RATINGS Description FSD36 AND FSD36LP UL555S Leakage Rating Class 2 UL555 Hourly Rating 11/2 Hour Maximum Velocity 2000 FPM (10.2 m/s) Maximum Pressure 4 in. wg (1 kPa) Temperature 350°F (177°C) OPTIONS FM Approvals as Specification Tested Product. DTS (Damper Test Switch) test switch for cycle testing. TS150 for reopenable operation in dynamic smoke management systems. • DSDF/DSDN Duct Smoke Detector (Flow rated or No -Flow). SP100 Switch Package to allow remote indication of damper blade position. MCP control panels for testing or monitoring purposes or smoke management systems. Factory Sleeves of various lengths and gauges to ensure field compliance with UL installation requirements. FSD36 only. FAST Angle factory supplied for labor saving angle one -side installation. Other angles of various sizes and gauges also available for one -side or two -side installation. Stainless Steel Linkage - 304 stainless steel. UL CLASSIFIED UL555S Listing R5531, UL555S Listing R5531 Models FSD36 or FSD36LP series meets the requirements for combination fire and smoke dampers established by: • National Fire Protection Association NFPA Standards 80, 90A, 92A, 92B. 101 and 105 • ICC International Building Codes • CSFM California State Fire Marshal Listing (#3235-0245:0126) • Listing (#3235-0245:0129) New York City (MEA Listing 252-05-E) NOTES 1. Dampers are furnished approximately 1/4" (6) smaller than given opening dimensions. 2. Dimensions shown in parentheses ( ) indicate millimeters. ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. C Ruskin March 2016 FIRE/SMOKE DAMPER CUT SHEET SCALE: N.T.S. CEILING DIFFUSER FLEXIBLE CONNECTION DETAIL SCALE: N.T.S. $"0 ROD (TYP.) NUT AND LOCK NUT 1$"x12GA SPLIT RING COLLAR AROUND DUCT EACH STRAP ADJACENT TO ON E- ANOTHER AT HANGER LOCATION(TYP.) "x16GA HANGER STRAP - SHEET SHEET METAL SCREW (TYP.) TRIM AT 45° (TYP.)7 1 "x 18GA STRAP OVER DUCT (TYP.)- 1 "x 1 6GA HANGER STRAP 61"& OVER 4"95 ROD (TYP.) NOTES: 1. PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES FOR DUCTWORK WITH CROSS -SECTIONAL OF MORE THAN 6 SQ. FT. 2. HANGER MATERIAL SUPPORTING FLEXIBLE DUCT SHALL IN NO CASE BE LESS THAN 1 -i" WIDE. FLEXIBLE DUCT SHALL BE SUPPORTED PER MANUFACTURER RECOMMENDED MATERIALS, BUT AT NO GREATER DISTANCE THAN 4FT MAX. PERMISSIBLE SAG IS MAX. Z" PER FOOT OF SPACING BETWEEN SUPPORTS. 3. SEE DETAIL 3/M-0.1 FOR HANGER ROD AND STRAP ANCHORAGE DETAIL. GENERAL DUCT SUPPORT DETAIL Rio./ SCALE: N.T.S. OUTDOOR HEAT PUMP 111111,I:ri IIIIIrtlIIII. j,nuin;111;, 11111111111111 u::'!uu111 I111111111.Inuu. buu111:`.4 1.1:11iIW111111, r IIIIIIIIIII 111i{llilllll 1111...1i : 11.. Illls1 11!II1111111111l1li. l Ii 11 Ill,, 011111 I I! I I I I I I I I I'-11111,1 11 .W1111111:'::'I1111111II111 Ilillinllill 111111 !III H164111110111 111111111. .111111JIII 1116:IIl Ii1IIIhn.wlnpSl L 911 tl 1111 1 1111,1111111l iii I! 111111' d 1 IW 1111111'""'IIIIIIIIIIIWP.II1I 11111:'111',I 1,11111:1111W W.111111 111111i. „_. 11111...,, null,.,, n11i.: 1.411 . , 1. l..:111,.11.u•. 11 111 1 111 1......111111111 1111 1111 Illlli 111!1 Ii111 I III11111111 11 IIIIII II 1 11 111 I' ' ,.i lll!1I 1.: GE PROVIDE Y2" INSULATION THROUGHOUT ENTIRE LENGTH OF REFRIGERANT PIPE ROOFTOP HEAT PUMP INDOOR DUCTED FAN COIL (ANY SIZE) REFRIGERANT GAS PIPE REFRIGERANT LIQUID PIPE INDOOR UNIT REFRIGERANT PIPING SIZES FAN COIL MODEL GAS PIPE SIZE (OD) LIQUID PIPE SIZE (OD) PEAD-Al2AA7, PEAD-A18AA7 Y2" Y4" PEAD-A42AA7 5/8" 3/8" (4 REFRIGERANT PIPING SIZE DIAGRAM n�o2' SCALE: N.T.S. SHEET METAL BRANCH DUCT (MAY BE RECTANGULAR CONICAL TAKE -OFF BALANCING DAMPER AT EACH OUTLET CEILING CEILING ACCESS TILE (REQ'D FOR EACH BALANCING DAMPER) STAINLESS STEEL DUCT BAND(TYP. ACOUSTICAL INSULATED FLEXIBLE DUCT, MAX.5'-0" LONG(DO NOT INSTALL KINKED OR DEFORMED) SHEET METAL BAND FLEXIBLE DUCT SUPPORT TO PREVENT KINKING 12 GA. WIRE SWAY BRACING WIRE NOTES; 1. ACCESS TO BALANCING DAMPER CAN ALSO BE PROVIDED THROUGH REMOVABLE RETURN AIR REGISTER OR HINGED LIGHT FIXTURE. 2.FOR INACCESSIBLE CEILING USE REMOTE OPERATED DAMPER OR PROVIDE 18"x18" MIN. ACCESS PANEL. 3.DIFFUSER FRAME SHALL MATCH ARCHITECTURAL CEILING TYPE. 4.IF FLEXIBLE DUCT SIZE INDICATED ON PLAN IS LARGER OR SMALLER THAN DIFFUSER NECK AND IF DIFFUSER NECK IS SQUARE OR RECTANGULAR PROVIDE TRANSITION FITTING AT DIFFUSER NECK. CONCRETE SLAB HILT ANCHOR INSERT THREADE ROD COUPLING THREADE HANGER ROD SHEET METAL TRANSITIO FLEX: EXHAUST REGISTER -2 1/2" EMBEDMENT \a . SHEET METAL DUCT IN -LINE FAN FACTORY SUPPORT AND THREADED HANGER ROD CEILING MOUNT FAN DETAIL SCALE: N.T.S. FVIEWED FOR CODE F - OCT 3 0 2017 BUREAU VERITAS NORTH L CONCRETE SLAB SLACK CABLE EARTHQUAKE RESTRAINTS ONE AT EACH CORNER REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a /elmit For, or and approval ei 3ny violation of the provisions of Burlingame Building Cortes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ISSUE PERMIT SET BUILDING PERMIT REV. 01 / 1 \ DATE 04/24/2017 06/30/2017 ENGINEERS co cn cn Q U o I-O- W0`I- Won I N U zLo c x Lc) �CLu 02/03/2017 SCALE AS NOTED M16-143R.1 MO.2 ISSUE PERMIT SET raw Sell/ NM MIMI MUM MIMI WIN NMI t, *ME IMMO gnat a 12"x12" LOUVER THROUGH WALL W/ FIRE DAMPER. MATCHING MAKEUP AIR THROUGH LOUVER LOW ON WALL WITH FIRE DAMPER. ww :M=11 ::OEM :- _.. X W is I�MI�IIII�IIII us __.._..... . I UMW =WI T UNIVERSAL UNIVERSAL 06 07 v omit' ma 'ads -UNIVERSAL 08 ( I v ■w.a wit.: mow wow ow um me aim UNI VERSA L UNI VE 1 I I I don UNIVERSAL UNI VERSA L WIMP 4111.111 INN" 09 1Ca 11 I Iv UNIVERSAL Al 300 01 I'' I 1 I EXH 3200 V) C-) 36"x10" EXH TIGHT TO CEILING M1.0 II I 1 La■■ wow a 1,1 ".ya =NW 'mew woo ■nr ... INNS tiMN mug ww INAQ adrrae - u GEF B1 GUARD RAIL AROUND EXH FAN & CONTROL PANELS. S.A.D. 4"x16" EXH UP WEI 00 I I (r\ I sow ! F a arr nnsi nw• I SUSPEND FROM CEILING W/ SPRING ISOLATOR HANGERS 8'-10" WALLY HI N CEILING 36"x10" TIGHT TO CEILING 7'-8„ CO SENSOR CONTROLLER & VFD PANELS. GARAGE FLOOR RAILING AROUND EQUIPMENT FOR PROTECTION. S.A.D. ELEVATION - GARAGE EXHAUST FAQ J 7ne:13A!Nn ww 4 row ■Iwr a I maw wan 4a 'ate a v sus _ ',� a ".. a ww ;; NNW p."ems on* flow issio LC 7VS4113AINn TAF B.1 wew. ESN rig • IMO ®[ ww :Iw■ ray �7!inw '.. naw'. :alb — a a°° I v�p I MECHANICAL PLAN - BASEMENT SCALE: 1/4 = 1 O FirSIEWED FC OCT 3 0 201 EJREAU VERITAS UORT ..., BUILDING PERMIT REV. 01 ENGINEERS 0 CJ 0 I—O�� W O r r N— I-- Z'n cnQ�N- W t1LL W oa Ur w Q� 0 CD COct � J D m r-- CD r z W 2 W V) ca z a_ J 0 z I U W 2 DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 MI.O 1 2 4 1 6 r/7 C SUE PERMIT SET BUILDING PERMIT REV. 01 A 06/30/2017 GARAGE DOORS SHALL HAVE OPENINGS WITH 5 SQ. FT., TOTAL FREE AREA.; STAI 1 00 1 I ® �. :.�.. •ice AMIN SIMIa•w .r- I RELIEF AIR LOUVER W/ BDD (24"x 1 2"). LOUVER TO BE +15" AFF. mita IMMO .111— III I I;III MOM IMO NHS 1 MOM WINN .. ®.'.NMI MOW I.:. ilt li it l LSD 280 +lt1 it" ael 8"o SA 8"o SA 14"x8" OSA RISER INSIDE SHAFT. PROVIDE FIRE WRAP AROUND ENTIRE DUCT RUN THROUGH GARAGE. LSD 280 1 LRD 470 10 "0 RA 8"o OSA KW S uAF�A(, t_. 10' 8"0 OSA W/ RATED ENCLOSURE THROUGH GARAGE. SD 24"x 1 6" EXH DN T r -r- PROVIDE FIRE WRAP 'II AROUND DUCT THROUGH 24"x12" GARAGE 24"x8" GARAGE EACH EXH CORRIDOR EXHAUST EXHAUST 78"x18" GARAGE EXHAUST LOUVER. a sot LU SAP # 3 1002 .. ii q motopoN X W C — _J 1111111111101 —_l 7VShc3AINfl [TI NUMMIa 11'-1" TO PROPERTY LINE. W I I I i I I 8"0 EXH SHEET NOTES 18"x12" LOUVER THROUGH WALL PROVIDE ACCESS PANELS/ IN CEILING & DUCTWORK FOR FSD ADJUSTMENT & VERIFICATION. PROVIDE THERMOSTAT W/ LOCKING PLASTIC THERMOSTAT-- GUARD: LOCATION FOR REFPIGERANT LINE SET BEER UP. MECHANICAL PLAN - FIRST FLOOR SCALE: 1/4" = 1'-0" c REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval o` any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE 7CT ENGINEERS 0 cn 0 0 H0'cr C\j W O N W U) " Z � S ^ LLD w o Z • X W d w DATE 02/03/2017 I SCALE AS NOTED I DRAWN RML JOB M16-143R.1 MI.1 C.F 14"x8" OSA RISER INSIDE SHAFT. 6" DUCT TAP INTO FSD FOR CORRIDOR VENTILATION. 11111110111 0 1 „21 it 11 1 1 1 Ill DO o� 1 - - EMI IMIM I HI 0000 MUM MI C. 1(1f( O 1 1 1 - DID - - - UNIT EXH & OSA THROUGH WALL LOUVERS SHOWN. SEE 1 /M2.1 FOR UNIT INTERIOR EQUIPMENT & DUCTWORK. O .0. c O 0 1 - - IM 1 1 i i 1 t:JoSA 1 - MEI MEI - U\II UNIT EXH & OSA THROUGH WALL LOUVERS SHOWN. SEE 2/M2.1 FOR UNIT INTERIOR EQUIPMENT & DUCTWORK. 1 1 m x - - - - MINN NEMO SHEET NOTES PROVIDE ACCESS PANELS IN CEILING & DUCTWORK FOR FSD ADJUSTMENT & VERIFICATION. LOCATION FOR REFRIGERANT LINE SET RISERS IN WALL. 30"x8" LOUVER FOR CORRIDOR VENTILATION RELIEF. G REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Lades APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED By DATE BURET. ISSUE PERMIT SET BUILDING PERMIT REV. 01 n DATE 04/24/2017 06/30/2017 ENGINEERS L) p cn U I—O� WUrZN- u)z� o Z • X u_ CAL PLAN - 2ND M " 82 EXP. 9/30/17 M4'CH,6N 10\" DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 MECHANICAL PLAX - 2ND FLOOR 1/11. SCALE "4" = M1.2 7 CI, 5 I 11 14"x8" OSA RISER INSIDE SHAFT. I NM — 1 0 - - u m I L - - 1 1 - — C D O I - — - - — —--�-- FSD - - 7 — - - - mQ I0 I •Q. \~t - - - — U \ —--�—-- I 14) L, - - — — 1 I 1 - - — ------ 1 i i 1 1 1 OSA C 30 SHEET NOTES PROVIDE ACCESS PANELS IN CEILING (Sc DUCTWORK FOR FSD ADJUSTMENT (Sc VERIFICATION. LOCATION FOR REFRIGERANT LINE SET RISERS IN WALL. 30"x8" LOUVER FOR CORRIDOR VENTILATION RELIEF. - - — 1 I J OSA REVIEWED BURLINGAME BLDG DEPARTMEN T This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions et Burlingame Building Codes. APPROVAL PENDING FINAL. FIELD INSPECTION REVIEWED BY DATE MECHANICAL PLAX - THIRD FLOOR M1.3 SCALE: 1/4" = 1'-0" ISSUE PERMIT SET BUILDING PERMIT REV. 01 n ENGINEERS 0 0 LL 0 M Z Q 0_ J Q U_ Z U w 2 DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 M1.3 1 , ISSUE PERMIT SET BUILDING PERMIT REV. 01 / 8"0 RELIEF AIR DUCT TO LOUVER W/ BACKDRAFT DAMPER. 02� 14"x8" OSA RISER INSIDE SHAFT. — 1 I I O — — I I 1=— C II II II II I.I I I < II II II I II II II II I -1, II II I II II II II 1 i1 I II '11���1--� II II II II II I II it II I �.1 JL _11 I L_ 1L Jl._ _1 I Li. — - I I i BDD -„Y- 130 �oP NM MIMI 1 O I I 1LR If t 11 11 II II II II II II I i — — --N-r-v d11111111111111- Ii1 1 SD 40 () (-) M 1 1 I I 1 — ! ! ! - ! ULU L ! - ! /I 4110 ! ! ! —IIMI=1111=— — ! ! I ! ! m — ! ! — — ! ! — — 1 LJ) • 1 1 1 1 1 1 I OSA 1 40 ! ! C — OSA 40 SHEET NOTES PROVIDE ACCESS PANELS IN CEILING & DUCTWORK FOR FSD ADJUSTMENT & VERIFICATION. LOCATION FOR REFRIGERANT LINE SET RISERS IN WALL. 30"x8" LOUVER FOR CORRIDOR VENTILATION RELIEF. MECHANICAL PLAN - FOURTH FLOOR 1 , S/ SCALE: 1/4" = 1'-0" Ell, LLD FOR OCT BUREAU IV REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions If Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ENGINEERS oZ X 1491-1493 OAK GROVE AVE. 0 0 J DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 M1.4 12"x 1 0" LOUVEf ED VENT W/ BDD (15" AFF) 1 4"x8" OSA DN INSIDE SHAH I II BELOW. I I I I I I M1.5 L =II ME I I - Mil .-._IMP SHEET NOTES LOCATION FOR REFRIGERANT LINE SET RISERS IN WALL. � MECHANICAL PLAN - FIFTH FLOOR REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL. FIELD INSPECTION REVIEWED BY DATE ISSUE PERMIT SET BUILDING PERMIT REV. 01 n DATE 04/24/2017 06/30/2017 ENGINEERS 0 0 J U- I F- LO 02/03/2017 SCALE AS NOTED M16-143R.1 M1.5 6"0 EXH DN 6 TANKLESS WATER HEATER. S.P.D. OSA 6"0 OSA UP THROUGH ROOF W/ GOOSENECK. 7 EXH XH I()E> a EXH (H P SHEET NOTES LOCATION FOR REFRIGERANT LINE SET RISERS DOWN INSIDE WALL TO INDOOR FAN COIL UNITS. 8"0 EXH W/ WEATHER CAP.. 6"4 EXH W/ WEATHER CAP. • 6"0 EXH W/ WEATHER CAP. �� `•, MECHANICAL PLAN - ROOF \,1ti s' F J REVIEWED IURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit Fir, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ISSUE PERMIT SET BUILDING PERMIT REV, 01 n DATE I 04/24/2017 06/30/2017 ENGINEERS o 0 GD m U o I- OvN W O N- W CnCC CV N U) ▪ - Z Q ^ Ln ct V 0 Z X cod u_ DATE 02/03/2017 SCALE AS NOTED DRAWN JOB SCALE: 1/4" = 1'-0" RML M16-143R.1 M1.6 LSUE PERMIT SET 1 2 "0 RA 6"0 OSA—\ SE-1 if 140 0 10"x4" SA SE-2 r wtr 280 L 000 SWD-1 140 6 "0 SA 8"4 RANGE EXH 4"0 DRYER EXH UNIT A 1 - MECHANICAL PLAN /12.Cy SCALE: 1/4" = 1' 0' 8"0 RANGE EXH 10"x6" SA 4"0 DRYER EXH (EiF) 6"0 EXH -REFRIGERANT LINE SET RISER LOCATION. 14"x8" OSA RISER INSIDE SHAI- I. 6" DUCT TAP INTO FSD FOR CORRIDOR VENTILATION. (E1 6"0 EXH 6"0 EXH BF 1 1 2 "0 RA 6"0 OSA—\ S1Y[}-1 �f 140 If IF o 0 (X--0C2 280 SHEET NOTES PROVIDE ACCESS PANELS IN CLOSET FOR RETURN AIR & OUTSIDE AIR BA_ANCING. 10"x10" OSA INTAKE LOUVER (RUSKIN MODEL 21 1) W/ INSECT SCREEN & PLENUM BOX. OSA DUCT CONNECTS TO PLENUM BOX. PROVIDE LOUVERED DRYER DOOR WITH MINIMUM 100 SQ. IN. FREE AREA. 8"0 RANGE EXH 10"x6" SA 4"0 DRYER EXH r <EP> 1 10"x4" SA—/ $WD 1 1 �140 6 "0 SA 8"o RANGE EXH J 4"0 DRYER EXH UNIT A2 - MECHANICAL PLAN 6"0 EXH REFRIGERANT LINE SET RISER LOCATION. 14"x8" OSA RISER INSIDE SHAFT. 6" DUCT TAP INTO FSD FOR CORRIDOR VENTILATION. E F- 1 6"O EXH 6"4 EXH DBF 1 OCT 3 0 2017 BUREAU VERITAS HORT►! r F",,,. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a •ermit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE BUILDING PERMIT REV. 01 / \ ENGINEERS DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 M2.0 ISSUE PERMIT SET BUILDING PERMIT REV. 01 / 1 \ 12 "0 RA 6"0 EXH REFRIGERANT LINE SET RISER LOCATION. 8"0 RANGE EXH 4" o DRYER EXH KE) 900 4"0 DRYER EXH 8"0 RANGE EXH 6"0 EXH J1� 6"0 SA �- �8"0 SA 170 6"0 SA. PROVIDE (2) 90° TURNS IN DUCTWORK TO REDUCE FAN NOISE TRANSFER. f` UNEIT B0 - MECHANICAL PLAN "0 RANGE EXH 0 REFRIGERANT LINE SET RISER LOCATION. 10"0 RA 10"0 RA TRANSITION TO 8"x1 0". COORDINATE DUCT LOCATION W/ VERTICAL PLUMBING LINES. S.P.D. [10l0 SA 6 "0 SA 40 DRYER EXH 6"0 EXH 8"0 RANGE EXH EYI j z`• UNIT C - MECHANICAL PLAN j / SCALE: 1/4" = 1'-0" 4 "0 OSA 6"0 SA 6"0 EXH OSA <N 50 "0 OSA 24"x 12" SA 4"0 DRYER EXH UTR W GOOSENECK. PROVIDE W/ BDD. 22"x 10" RA REFRIGERANT LINE SETS DN INSIDE WALL TO OTHER UNITS. 6"0 OSA UP THROUGH ROOF W/ GOOSENECK. 10 "0 SA 8" 0 RANGE EXH UTR W/ WEATHER CAP. SA SMs-1 280 10 "o SA REFRIGERANT LINE SET UP TO HEAT PUMP ON ROOF. 10"0 SA 280 —10" 4 SA r 6"0 EXH JTR W/ WEATHER CAP REFRIGERANT LINE SETS DN INSIDE OTHER WA UN LL TO ITS. REFRIGERANT LINE SETS DN INSIDE WALL TO OTHER UNITS. 6"0 EXH UTR W/ WEATHER CAP !3 UNIT D - MECHANICAL PLAN M2 .� SCALE: 1/4" = 1' 0" SHEET NOTES PROVIDE ACCESS PANELS IN CLOSET FOR RETURN AIR & OUTSIDE AIR BALANCING. 10"x10" OSA INTAKE LOUVER (RUSKIN MODEL 21 1) W/ INSECT SCREEN & PLENUM BOX. OSA DUCT CONNECTS TO PLENUM BOX. PROVIDE LOUVERED DRYER DOOR WITH MINIMUM 100 SQ. IN. FREE AREA. DRYER BOOSTER FAN & SECONDARY LINT TRAP MOUNTED TO WALL EXPOSED IN DRYER CLOSET. PROVIDE REMOTE VOLUME DAMPER CONTROL FOR RETURN AIR BALANCING (YOUNG REGULATOR DAMPER MODEL 830ACC W/ 270-301 CONTROLLER LOCATED IN DRYER CLOSET). DUCT TO BE ROUTED IN JOIST BAY TO CROSS OTHER DUCTS. PROVIDE SHEETROCK LINING IN JOIST BAY AROUND THE ENTIRE DUCT RUN INSIDE JOIST BAY. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval ef any violation of the provisions of Burlingame Building Coles APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ENGINEERS co 0 0) m U o I— w c0 I-- U rnZ'n o Z • X w o >� 0 Q Ur 0 W 0 0 CO � J ct :IQJ 0)Ncr 0 0 C Co z z J a. J U_ z I 0 w 2 DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 M2.1 DATE 04/24/2017 06/30/2017 PERMIT SET 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address Compliance Scope A. PROJECT GENERAL INFORMATION LD Hi O N a) L, c a E U EnergyPro 7.1 I o° -O O z NewComplete High -Rise Residential N 0 I° 7 Z Standards Version Compliance Software (version) Building Orientation (deg) Permitted Scope of Work Building Type(s) Gas Type C • a1 O .-i N m Burlingame O 0C 10,705 ftZ o a) m O Ln ti Project Location (city) CA Zip Code Climate Zone Total Conditioned Floor Area in Scope Total Unconditioned Floor Area Total # of Stories (Habitable Above Grade) Total # of dwelling units '-I N CT V Lr1 Lc, N B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 1-yr) I § 140.1 BUILDING COMPLIES 5. Percent Better than Standard CO CN O D L,-I --1 C -i C C Ln Lrl cr O O O N 0 4. Compliance Margin (TDV) LD rn .. 0 Cn 5.0 C m 6 0.45 4.45 C C71 C m Ln N 0.37 O O a O 3. Proposed Design (TDV) 4.54 m rC H , -1 CO 5-1 Ln N c-, N O NI 43.32 104.98 C W Lr. 2 150.79 2. Standard Design (TDV) CO 4-1 M 5.43 24.84 Ln C O La) C C Ln --, N 45.85 105.35 ,-, CO Lri •7 ,,-L .-i Ln 1. Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Indoor Lighting COMPLIANCE TOTAL Receptacle Process Other Ltg TOTAL Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance 15:46, Thu, Apr 20, 2017 NRCC-PRF-01-E 1491-1493 Oak Grove Ave Project Name: Project Address NewComplete Compliance Scope: ❑A a) OD a) a a) 7 a) a) O a, s 00 S O QJ ! CDf Va H z 0 UU 0 Ln Z U 2 U 2 5 a 0 a U rgin By Energy Component (from Table B col Check mechanical U E a sH Indoor Fans Domestic Hot Water: Check mechanical Heat Rejection: Check envelope and mechanical -0 N a in mecnani V 40 C Cu a CS n +� Space Cooling: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS a) a J cc CC CL U U LY z a a a to LD O C a -a 9 C -o 0 0 r° Ll d 0 a) c C a) -o Q a) a O a j Lu O 0 O m L °n • 0 c 73 0 c E o C (° o -o c c E o -o ✓ a) E U CD O c c is .2'- fy a ` � V aJ O r3 a o v a� aJ I- C I- e, Y O a 0 a a O a, 2 n 0 c a, a -C c a 0 v a 0 G c >- �r- a a a Cs c 50 C a`, 0 x u a) E a) C a) a) c V a) O a .0 H E. HERS VERIFICATION This Section Does Not Apply F. ADDITIONAL REMARKS 0 z 2 0 a Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance N 0 v 0_ a 15:46, Thu, Apr 20, 2017 Input File Name: 1491-1493 Oak Grove Ave Burlingame 94010 Ei 0 U a a z G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY identify which building components use the performance or prescriptive path for compliance. "NA"= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Location of Mandatory Notes on Plans Compliance Forms (required for submittal) NRCC-PRF-ENV-DETAILS (section of the NRCC-PRE-01-E) NRCC-ENV-01 / 02 / 03 / 04 / 05 / 06-E NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E) NRCC-MCH-01 / 02 / 03 / 04 / 05 / 06 / 07-E NRCC-PRF-PLB-DETAILS (section of the NRCC-PRF-01-E) NRCC-PLB-01-E NRCC-PRF-LTI-DETAILS (section of the NRCC PRF-01-E) NRCC-LTI-01 / 02 / 03 / 04 / 05-E S2 (section of the NRCC-PRF-01-E) NRCC PRC-01/ 03-E I S3 (section of the NRCC-PRF-01-E) NRCC-PRC-01/ 04-E I S4 (section of the NRCC-PRF-01-E) NRCC-PRC-01/ 09-E Compliance Path L c E O a a > o- u a a. INA Performance Prescriptive z Performance O > s- u 2 a NA Performance Prescriptive z Performance I Prescriptive z Performance I Prescriptive z Performance I Prescriptive NA Building Component Envelope IC i 2 Domestic Hot Water Lighting (Indoor Conditioned) Covered Process: Commercial Kitchens Covered Process: Computer Rooms Covered Process: Laboratory Exhaust Lrl N 0 5.0 a 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibd16x NRCC-PRF-01-E Calculation Date/Time: Input File Name: 1491-1493 Oak Grove Ave Project Name 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Address: Confirmed 7 ❑ ❑ ❑ ❑ ❑ ❑ El■ ❑ ❑ ❑ ❑ ❑ El❑ ❑ ❑ C ❑ ❑ ■ Pass ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■ ■ ■ ■ ■ ■ ■ H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCl/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Compliance Forms (required for submittal) ® NRCI-ENV-01-E - For all buildings • NRCA-ENV-02-F- NFRC label verification for fenestration • NRCI-MCH-01-E - For all buildings with Mechanical Systems • NRCA-MCH-02-A- Outdoor Air ® NRCA-MCH-03-A - Constant Volume Single Zone HVAC ❑ NRCA-MCH-04-H- Air Distribution Duct Leakage ❑ NRCA-MCH-05-A- Air Economizer Controls ❑ NRCA-MCH-06-A- Demand Control Ventilation I ❑ NRCA-MCH-07-A - Supply Fan Variable Flow Controls ❑ NRCA-MCH-08-A- Valve Leakage Test Z NRCA-MCH-09-A - Supply Water Temp Reset Controls ❑ NRCA-MCH-10-A- Hydronic System Variable Flow Controls ❑ NRCA-MCH-11-A - Auto Demand Shed Controls ❑ NRCA-MCH-12-A- Packaged Direct Expansion Units ❑ NRCA-MCH-13-A- Air Handling Units and Zone Terminal Units ❑ NRCA-MCH-14-A- Distributed Energy Storage - I ❑ NRCA-MCH-15-A-Thermal Energy Storage ......-_.-- ....._. ❑ NRCA-MCH-16-A- Supply Air Temp Reset Controls I ❑ NRCA-MCH-17-A - Condensate Water Temp Reset Controls ❑ NRCA-MCH-18-A- Energy Management Controls Systems I Cl NRCV-MCH-04-H- Duct Leakage Test Building Component a a o a c W rC u c co -c a) G Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance N O LD a to rc a 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdlbx NRCC-PRF-01-E Calculation Date/Time: Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address: Compliance Scope: Confirmed ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ is ■ ■ ■ ■ ■ Pass ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■ ■ ■ ■ ■ ■ H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCl/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in IV1CH and LTI Details Sections for Acceptance Tests and forms by equipment. Compliance Forms (required for submittal) • NRCI-PLB-01-E - For all buildings with Plumbing Systems ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. ❑ NRCI-PLB-03-E - Single dwelling unit systems in high-rise residential, hotel/motel application. ❑ NRCI-PLB-21-E - HERS verified central systems in high-rise residential, hotel/motel application. ❑ NRCI-PLB-22-E - HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ NRCV-PLB-21-H- HERS verified central systems in high-rise residential, hotel/motel application. ❑ NRCV-PLB-22-H - HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ NRCI-STH-01-E - Any solar water heating ® NRCI-LTI-01-E - For all buildings ❑ NRCI-LTI-02-E - Lighting control system, or for an Energy Management Control System (EMCS) ❑ NRCI-LTI-03-E - Line -voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to energize only line -voltage track lighting ❑ NRCI-LTI-04-E - Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater ® NRCI-LTI-05-E - Lighting Control Credit Power Adjustment Factor (PAF) I ❑ NRCI-LTI-06-E - Additional wattage installed in a video conferencing studio ❑ NRCA-LTI-02-A - Occupancy sensors and automatic time switch controls. ❑ NRCA-LTI-03-A - Automatic daylighting controls ❑ NRCA-LTI-04-A - Demand responsive lighting controls ❑ NRCI-LTO-01-E - Outdoor Lighting ❑ NRCI-LTO-02-E- FMCS Lighting Control System ❑ NRCA-LTO-02-A - Outdoor Lighting Control ❑ NRCI-LTS-01-E - Sign Lighting ❑ NRCI-ELC-01-E - Electrical Power Distribution ❑ NRCI-SPV-01-E Photovoltaic Systems Building Component a C E0 2 CO -C 00 J o Outdoor Lighting Sign Lighting Electrical nletlonologd I Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance N 0 r a) C_ 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x LL) ,11 CC CC U U Z Calculation Date/Time 1491-1493 Oak Grove Ave aJ E Z a a Q L, O a` Input File Name Compliance Scope: Confirmed LL ❑ ❑ El. ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ ❑ El ❑ ❑ II H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCl/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Compliance Forms (required for submittal) ❑ NRCI-PRC-01-E Refrigerated Warehouse ❑ NRCA-PRC-01-F- Compressed Air Systems ❑ NRCA-PRC-02-F- Kitchen Exhaust • NRCA-PRC-03-F- Garage Exhaust ❑ NRCA-PRC-04-F- Refrigerated Warehouse- Evaporator Fan Motor Controls ❑ NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls - ❑ NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls ❑ NRCA-PRC-07F- Refrigerated Warehouse- Variable Speed Compressor ❑ NRCA-PRC-08-F- Electrical Resistance Underslab Heating System Building Component a) v V O -0 a a) V Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Ln 0 a) a°_ 1491-1493 Oak Grove Ave.cibdl6x Calculation Date/Time Input File Nam NewComplete Project Name: Project Address Compliance Scope: A. PROJECT GENERAL INFORMATION I 'D 0 0 a) u C a) a E O U EnergyPro 7.1 °-0 0 o Z NewComplete1 High -Rise Residential NaturalGas Standards Version Compliance Software (version) Building Orientation (deg) Permitted Scope of Work Building Type(s) Gas Type 00 of ® e' N m Burlingame 0 o 10,705 ftZ 1 w 0 a1 m O Lrl -I Project Location (city) CA Zip Code Climate Zone Total Conditioned Floor Area in Scope Total Unconditioned Floor Area Total # of Stories (Habitable Above Grade) Total # of dwelling units 1-1 N m C to Ia N B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2-yr) § 140.1 BUILDING COMPLIES I5. Percent Better than Standard I o CO N C O tD --I -.I C --I o C C Ln Lrl 0.4% I o. O O IN N rj I4. Compliance Margin (TDV) LO M. .-I 0m 6 m O C O 0 C 0.94 Ln N 0.371 O O 0.4 3. Proposed Design (TDV) C Ln 7 m N- -N --1 to US N -i N 0 N N m mi C CO 01 4 0 e-1 -1 00 L, C 150.791 2. Standard Design (TDV) CO .-i M m V Lri C co CC N 0.45 4.45 Ln 4, - N LP, oo Jr; C 105.35 ..--, co La) C ,�•1 ,.y Ln r-L 1. Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Indoor Lighting COMPLIANCE TOTAL a) L, a a) a cc I Process I Other Ltg TOTAL Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance F. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information) IConfirmed Fail ❑ ❑ •❑ Pass ❑ • •❑ • • Lr1 O 1 0 ft' 8. Total Gross Surface Area I 9. Total Fenestration Area I 10. Window to Wall Ratio N 4 o m N .-1 05.2%I - N LD m e N r o O o Number of Floors Above Grade Number of Floors Below Grade 486 ftZ I co or, C 178 ftZ r854 ftZ N ,••1 O Ni 34 ft2 i D (C) N C rn � 00 CO N CO 0 a m 2,361 ftZ N 0 nj ,-i 3,271 ftZ 10,705 ftZ O O Total Conditioned Floor Area Total Unconditioned Floor Area Addition Conditioned Floor Area 4. Addition Unconditioned Floor Area 7. Opaque Surfaces & Orientation North Wall East Wall South Wall West Wall 773 H O 0 cc eti N m Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Ln 0 O to t° a 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Tim Input File Name 1491-1493 Oak Grove Ave NewComplete Project Name: Project Address a U IConfirmed I Fail ❑ ❑ ❑ ❑ Pass [] • Ii 11 tD - ,91 of Status2 z z z z = i Fn C 0> O 6 0 "1 0 0 Lr) O C0 Jr,06 0 J. FENESTRATION ASSEMBLY SUMMARY co 0 O> N O m N O L' N C: S-i 6 6j 776 O 5-, O N m O to C O m O 0 00 m 0 p Lr1 N Q C C •-1 � CA N C Assembly Method Manufactured Manufactured 2 J Z z v O U ro 6.a) a C 2 m Certification Method' N FRC Rated NFRC Rated NFRC Rated .....__.____ NFRC Rated N Fenestration Type / Product Type / Frame Type VerticalFenestration FixedWindow N/A VerticalFenestration Glazed Door N/A Skylight FixedWindow N/A Skylight Opera bleWindow N/A ri Fenestration Assembly Name / Tag or I.D. CO :0 J _c_ °° > Y N Skylight Operable O z see NRCC-PRF-ENV-DETAILS for more information) n- a j cu C_ 2 -C a) a) a w 0 u c a E O IConfirmed I Fail ❑ ❑ ❑ ❑ II • Pass ❑ ❑ • • • E • • m O C N a nn O N 06 Status' z z z Z z Z Z Z in U-Factor / F-Factor / C-Factor U-Factor: 0.057 U-Factor: 0.556 U-Factor: 0.095 U-Factor: 0.048 U-Factor: 0.102 U-Factor: 0.038 F-Factor: 0.730 C-Factor: 0.602 K. OPAQUE SURFACE ASSEMBLY SUMMARY Vis Continuous R-Value NA a Z NA a Z NA NA a Z a Z N Cavity R-Value Lr 1 N O m •--1 Q .--1 M a-1 O m O O V Framing Type -0 0 0 NA Wood Wood Wood Wood Q Z < Z M m� F.o0 a Ln 504 co N 5960 I La C N 330 LD , m C IllLD Lo LD .-+ N Surface Type ExteriorWall InteriorWall InteriorWall InteriorFloor ru O c W O O cc Underground Floor UndergroundWall ,-i Surface Name R-25 Wall A148 6 Concrete Wa1112 LD ti as m cL IR-19 Floor No Crawlspace18 R-13 Wa11161 R-30 Roof Attic28 Slab On Grade50 10 Concrete WallS2 BURLIN REVIEWED Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-1214201.6-4377 C r° a E 0 Lc a) a) C O a C] N f° 0 in T a > so LL So a)7-7 m d U ci) O C 0) ENGINEERS 1491-1493 OAK GROVE AVE. BURLINGAME, CA 94010 H N Z W J � U O w 0 U z QO L' Q OD U f W < 0 U DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 This plan check shall nofi t betty f construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE T24.0 ISSUE PERMIT SET BUILDING PERMIT REV. 01 / l \ 06/30/2017 N O Q, CU ro ❑a a 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibd16x LL 0 a a U z Calculation Date/Time Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Address: Compliance Scope: Confirmed Fail ❑ U • Pass ❑ • • m 06 Status' z z z U-Factor / F-Factor / C-Factor U-Factor: 0.398 U-Factor: 0.220 U-Factor: 0.029 0 a N N. O N H 1:r1 K. OPAQUE SURFACE ASSEMBLY SUMMARY up Continuous R-Value NA a z a z ill Cavity R-Value 0 O 'A M a so c E a roI ti a VN Wood Area (ft2) -1 cn a m a M N —, r' ti Q, N N Surface Type ExteriorWall InteriorFlnor Roof .-I Surface Name 10 Concrete Wa11521 R-0 Floor No Crawlspace59 R-38 Roof Cathedral129 Confirmed I Fail ❑ a Pass ❑ ❑ L. ROOFING PRODUCT SUMMARY § 140.3 N Roofing Product Description NA VN Ls) Cool Roof Credit z No v NA a z 01: Thermal Emittance Ln N O Ln N O rei Aged Solar Reflectance 0.08 0.08 N Product Density (lb/ft2) 4.65104 4.65104 r Product Type R-30 Roof Attic28 R-38 Roof Cathedral129 M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) I § 110.1 / § 110.2 Confirmed Fail ❑ ❑ ❑ ❑ • Pass ❑ i • • • Dry System Equipment I (Fan & Economizer info included below in Table N) Status6 z z z z z O� Acceptance Testing Required? (YIN) Ln y J Z O Z } Cr; Efficiency on C V. HSPF-10.2 z z N O .--1 a 2 N O m a 2 C_ O 0 U SEER-19.9 / EER-10.8 Z Z SEER-19.9 / EER-10.8 SEER-19.9 / EER-10.8 cococ- Total Cooling Output (kBtu/h) 00 a N Supp Heat Output (kBtuh) Lr, C o M M. ui Supp Heat Source (Y/N) r z z > r L.f1 Total Heating Output (kBtu/h) a ,-IC a, C _ >T -I " - - System Type (Simple or Complex 4) Q., a E "LT) 0 a C J1 a) a E VI v a E (n a; a E in N Equip Type SZHP (Split1Phase) 0 Al -< LI a c c. 0 ro L x L SZHP (SplitiPhase) v N no a a Q Ln a 2 N co Equip Name O a 2 Basement Garage46 m 00 v VI in cc U 0,--, a 2 C a 2 Report Generated at: 2017-04 20 15:48:23 Report Version: NRCC-PRE-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 10 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Nam 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Address: Compliance Scope M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) I § 110.1 / § 110.2 Confirmed Fail ❑•❑ ❑ ❑ U II M Pass ❑ ❑ ❑ ❑ ❑ ❑ III • Dry System Equipment 1 (Fan & Economizer info included below in Table N) Status' z z z a a a a z Acceptance Testing Required? (Y/N) 5 n s a, Efficiency C M co a, N LL a 2 N C a a 2 HSPF-10.2 rV o , LL a 2 cV O '- 44- a 2 HSPF-10 2 N O i LL a 2 0 C ti LL a 2 to C OO U `S 00 a, O .ti -1 cc cc LL W LL LLl CO a, 00 C C .--1 N cc c LU L11 Ly LL SEER-19.9 / EER-10.8 SEER-19.9 / EER-10.8 SEER-14.0 / EER-12.2 O N a N N N LLJ W U.I LL a SEER-14.0 / EER-12.2 o 00 a O .. K LLJ LU LL., LLJ Total Cooling Output (kBtu/h) co m... UI cc CC N N N N Supp Heat Output (kBtuh) L. C ! :- Lt Ln _') Cr oc Supp Heat Source (Y/N) Total Heating Output (kBtu/h) a a, -, O .-- O'. a . 1 a '� Cra a m System Type (Simple or Complex 4) Cl) E ivl a E i!a a, E 7 a E in a, E Ln a, E V1 Simple a, E in �' Equip Type SZHP (SplitiPhase) SZHP (SplitiPhase) a N co a a -I a a a I a a o V1 ti a a r1 a v., a I N a SZHP (SplitiPhase) SZHP (SplitlPhase) SZHP (SplitlPhase) SZHP (Split1Phase) r„i Equip Name O a a I C N a I O M a = HP 402 C N a I O Cr) a = H P-403 C lf, a. I Confirmed I Fail ❑ • Pass ❑ ❑ N Status6 z z 0_C C C a rci N C.)Z > } 0 z < z ei N a = a Z `. N o Z Z O Ni a a z a Z Wet System Equipment ai Y 0 aJ C . 3 H Lu > a Z 0 o - Standby Loss a z a z r\ .i Efficiency C Lp a, O LL L., C LO a, O Li: LLJ Lp .y Rated Capacity (kBtu/h) 200 01 Q1 ui co to C a v M .-r Equip Type Instantaneous Instantaneous 12. Equip Name Rheem RTGH-95XLN1 Rheem RTGH-95XLN1 2 Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 11 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time: Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Addres Compliance Scope: are applicable is provided in NRCC-PRF-MCH-DETAILS 0 z Discrepancy between modeled and designed equipment sizing? (if "Yes", see Table F. "Additional Remarks" for an explanation) Confirmed Fail LIUUUUUUUULI • Pass LIUEILILILILIULIULI § 140.4 vi Economizer Type (if present) NoEconomizer a z a z a z a z NA NA a z NA a z z N. ECONOMIZER & FAN SYSTEMS SUMMARY' V Return Fan Control a z NA NA a z a z a z a z NA a z NA NA a u U r ,E a z s z NA VN a z a z a z a z a z a z a z a 2 m a z s z NA a z VN a z s z VN a z NA I NA a x a z s z NA a z a z a z NA a z NA NA a z LU U NA -J a Z NA a Z NA a Z NA a Z NA NA NA M Supply Fan Control ConstantVolume ConstantVolume ConstantVolume ConstantVolume ConstantVolume ConstantVolume ConstantVolume ConstantVolume ConstantVolume E C 0 C C O U ConstantVolume a V V Ln ' •E 0.37 N m 0 0.37 r- m 0 0.37 0.37 r m 0 0.47 0.47 r- a 0 m a 0 a I °o Lo a o Lo a 0 0.066 up a 0 Ln a 0 .n a 0 La a 0 Ln a 0 Lp a 0 Lp a 0 Cl co 0 a = '.O Lo O 0 Lo La O 0 'a Lo O 0 a Lo o 0 Lp Lo O 0 La up O 0 a Lc) O 0 Lo Lo O 0 LO Lo O 0 Lp up C 0 a, o0 .-+ 0 LL U 00 Ln 000000 up in La ,r)Ln up up Lc)Ln a La Ln O a Oa a Li-, a O a ,t N Outside Air 2 U 244 83 m CO 83 N N r- N N N 47 I r- Cr N. Cr 126 Equip Name 0 O a 2 '-1 O a I 0 a 2 HP-401 N O a 2 N 0 a I N O a I HP-203 I M O a = m 0 a I .--1 O In a I 0 +n a S a z a C 0 c a a w 0 0 0 U 0 0 b a 0 U Confirmed I Fail Pass ❑ O. EQUIPMENT CONTROLS I § 120.2 Controls No DCV Controls No Economizer No Supply Air Temp. Control No Optimum Start No Evaporative Cooler Equip Type a N 2 ri Equip Name 0 a T Page 13 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibd16x NRCC-PRF-01-E Calculation Date/Time Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Address Compliance Scope: C, O z Does the Project Include Zonal Systems? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information) C O O O C E = U U U z Z a, U =tel >12 E 05 M a) A a ro ro a m U C u aJ O a) c 0 Multifamily or Hotel/ Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system information) Ln O C zn Confirmed Fail ❑ • • Pass •❑ • Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)3 vi Additional (Custom) Allowance Tailored Method (Watts) 0 0 C Area Category Footnotes (Watts) 0 0 0 a Lighting Control Credits (Watts) 0 M 'i m Installed Lighting Power (Watts) M 131 N Conditioned Floor Area 2 (ft2) a 10,217 LA 0 a O 'i .-i Occupancy Type 1 ILobby, Main Entry High -Rise Residential Living Spaces Building Totals: § 130.0 I Confirmed L u. ❑ • ig ro a ■ ■ R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)' Installed Watts (Conditioned) Installed Watts a 45 Total Number Luminaires Lp How Wattage is Determined According to §130.0(c) No No CEC Default from NA8 Yes Watts per luminaire NJ CO Luminaire Schedule (includes all permanent installed lighting in conditioned space, and portable lighting over 0.3 w/ft2 in offices) Complete Luminaire Description (i.e., 3-lamp fluorescent troffer, F32T8, one dimmable electronic ballast) 21.5 W LED L1.1 a r Name or Item Tag JJ LL Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 14 of 25 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Name: 1491.-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address Compliance Scope § 140.9 Confirmed 1 Fail • • Pass ❑ ❑ 51. COVERED PROCESS SUMMARY - ENCLOSED PARKING GARAGES CO Control? Yes Fan Power (Watts) a 0.488 C Minimum Exhaust Flow Rate (cfm) 00 Design Exhaust Flow Rate (cfm) 3200 1940 Garage Exhaust System Name Basement Garage46 1st Floor Garage53 52. COVERED PROCESS SUMMARY - COMMERCIAL KITCHENS This Section Does Not Apply CS) 0 a S3. COVERED PROCESS SUMMARY - COMPUTER ROOMS This Section Does Not Apply T O Lai S4. COVERED PROCESS SUMMARY - LABORATORY EXHAUSTS This Section Does Not Apply T. UNMET LOAD HOURS This Section Does Not Apply U. ENERGY USE SUMMARY Margin (MBtu) so O ,-1 O (-1 M C 0 Proposed Design Site (MBtu) a H a ti 143.6 I t~ c, Standard Design Site (MBtu) N O N a a ', , Lp V n .'1 a, Margin (MWh) m '- •0.2 M c Proposed Design Site (MWh) a N 2.4 a N '1 1 b Ln N N 40.6 o CO Cl Standard Design Site (MWh) 0.0 .--1 m rti C. M 23.6 M co O M Energy Component a ,- a, = C U ro Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Indoor Lighting COMPLIANCE TOTAL v ro Q 0) a, Qi a ssaaoad Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 15 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time: Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address: Compliance Scope: U. ENERGY USE SUMMARY a, C a) 0 m Q., Lc, 0 a O a` a N c Cm c� C N a) arrc 3 Ts 2 0 O a a` a m a C a eft Energy Component a a O 0 Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 12 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Address: Compliance Scope: Confirmed I Fail ❑ ❑• Pass I-1 ❑ • O. EQUIPMENT CONTROLS I § 120.2 m IControls No DCV Controls Economizer type not properly specified No Supply Air Temp. Control No Optimum Start No Evaporative Cooler No DCV Controls Economizer type not properly specified No Supply Air Temp. Control No Optimum Start No Evaporative Cooler Fixed Temperature Control, No DDC N IEquip Type 0 X LU 0 r. $ X W Service Hot Water, Primary Only IEquip Name Basement Garage46 1st Floor Garage53 TWH Array2 - SHW P. SYSTEM DISTRIBUTION SUMMARY I § 120.4/ § 140.4(I) IConfirmed Fail ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Pass ❑ ❑ ❑ ❑ •❑ U U Dry System Distribution Ln Ducts C O O Ll J a 0 C a O U 8 Other 8 Other 8 Other 8 Other 8 Other 8 Other 8 Other Cl) 0 N O 8 Other Insulation R-Value 00 a 00 Duct Leakage will be verified per NA1 and NA2 No 00 z z No 0 z 0 z 0 z No 00 z z oN m0 Duct Leakage and Sealing Required per 140.4(I) No z oN 0 z 0 z 0 z 0 z 0 z 0 z 0 z No N Equip Type a I N c/0 SZHP SZHP a I N a dHZS a II N v) a N Ln SZHP a I N a a N Ley SZHP Equip Name C O 1-1 a I 1- 1 C N a I '-1 O M a I HP-401 HP-202 HP-302 N O a a 2 M O N a 2 m O M a I HP-403 l .--1 O Ln a I 20 15:48:23 Report Generated at: 2017 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 16 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time: Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Addres Compliance Scope DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 10-103 I certify that this Certificate of Compliance documentation is accurate and complete. IAddress: 150 8th Street Signature Date:4/2 1 /2017 City/State/Zip: San Francisco CA 94103 CEA Identification (If applicable): Phone: 415.512.7141 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its ' preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to 1 Business and Professions Code Sections 5537, 5538 and 6737.1. r N. r a) m in Cl) 0 ICity/State/Zip: San Francisco CA 94107 Declaration Statement Type: I Title: 'License If C 10577 Signature: IAddress: 90 South Park Date Signed: I 1 /,004,' City/State/Zip: San Francisco CA 94107 Declaration Statement Type: Phone: 415-777-0561 Title: License #: C-10527 Address: 150 8th Street Date Signed: 4/2 1 /201 7 City/State/Zip: San Francisco CA 94103 Declaration Statement Type: Phone: 415-512-7141 Title: License #: M19582 Responsible Envelope Designer Name: Toby Stella Levy "Signature: Csratinot, Company: Levy Design Partners, Inc. Address: 90 South Park Phone: 415777-0561 Responsible Lighting Designer Name: Toby Stella Levy Company: Levy Design Partners, Inc. Responsible Mechanical Designer Name: Meng Hsiu Chen Company: MHC Engineers, Inc. "L N m Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01.-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance CO 0 ENGINEERS M19582 EXP. 9/30/17 DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION T24.1 ISSUE PERMIT SET BUILDING PERMIT REV. 01 / I \ DATE 04/24/2017 06/30/2017 b/L/LU I l 1 :14:55 PIVI Page 17 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E ulation Date/Time ro U Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address Compliance Scope NRCC-PRF-ENV-DETAILS -SECTION START - IConfirmed Fail ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ • Pass ❑ Li ❑ ❑ ❑ ❑ • • A. OPAQUE SURFACE ASSEMBLY DETAILS Notes M Description of Assembly Layers Stucco - 7/8 in. Vapor permeable felt - 1/8 in. Wood framed wall, 16in. OC, 7.25in., R-25 Gypsum Board - 1/2 in. Concrete - 140 lb/ft3 - 6 in. Stucco - 7/8 in. Vapor permeable felt - 1/8 in. Wood framed wall, 16in. OC, 3.5in., R-13 Gypsum Board - 1/2 in. Wood framed floor, 16in. OC, 5.5in., R-19 Plywood - 1/2 in. Carpet - 3/4 in. Stucco - 7/8 in. Vapor permeable felt - 1/8 in. Wood framed wall, 16in. OC, 3.5in., R-13 Gypsum Board - 1/2 in. Asphalt shingles - 1/4 in. Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Wood framed roof, 24in. OC, 3.5in., R-30 Gypsum Board - 1/2 in. Slab Type = UnheatedSlabOnGrade Insulation Orientation = None Insulation R-Value = RO Concrete - 140 lb/ft3 - 10 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Concrete - 140 lb/ft3 - 10 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Plywood - 1/2 in. Carpet - 3/4 in. ry Surface Type Exterior Wall To O C m O C InteriorFloor O E LX o C UndergroundFloor UodergroundWall Exterior Wall `o O y Surface Name R-25 Wall A148 6 Concrete Wall12 LC/ 'C 3 m ti R-19 Floor No Crawlspace18 c, N 3 m R-30 Roof Attic28 Slab On Grade50 10 Concrete Wa1152 10 Concrete Watl521 R-0 Floor No Crawlspace59 Report Generated at: 2017-04-20 15:48:23 N RCC-PRF-01-E-12142016-4377 Report Version CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 18 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Address Compliance Scope: Confirmed Fail ❑ Pass • A. OPAQUE SURFACE ASSEMBLY DETAILS a) a � o z Description of Assembly Layers Asphalt shingles - 1/4 in. Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Wood framed roof, 16in. OC, 11.25in., R-38 Gypsum Board - 1/2 in. ni Surface Type G C .-i Surface Name R-38 Roof Cathedra1129 B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply Confirmed ro LL Li a ❑ C. OPAQUE DOOR SUMMARY N. Z =o `0 d! 0 0 C 0 Ln x O 0 Li a 0 rri Certification Method DefaultPerformance aL a O 0 0 WoodGreaterThanOrEqualTo1.75inThickDoor N Wood Door73 Status: N - New, A — Altered, E — Existing Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 19 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time: Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Addres Compliance Scope: NRCC-PRF-MCH-DETAILS -SECTION START - Confirmed Fail ❑ ❑ ❑ • •❑ . Pass ❑ ❑ ❑ ❑ ■ ■ ■ ■ ■ ■ ■ ■ A. MECHANICAL VENTILATION AND REHEAT (Adapted from 2013-NRCC-MCH-03-E) I2. VENTILATION (§ 120.1) Operable Window Interlock § 140.4(n) (Y/N) NA < z < z NA < z < z < z < z < z NA < z DCV (Y/N) z z z z z z z z z z z TRANSFER AIRFLOW (CFM) 'c z < z < z < z < z < z < Z < Z < z < Z < z < Z DESIGN VENT AIR FLOW (CFM) N co co co N C C C - z REQ'D VENT AIR FLOW (CFM) CC m 00 ""' W M N N N N N N N N 6 N C N C h a Z MIN. VENT PER PERSON (CFM/person) O Lia -1 LO N N N N N LO N N CO Ln IN CO Lr N CO Ln N LID M N '..ID m N C0 m N C! '0 DESIGN NUM. OF PEOPLE m m M M M m N N N m z MIN. VENT PER AREA (CFM/ft2) a z a z < z a z a z < z < z < z < z a z < z CONDITIONED AREA (fit) 488 LM N --4 m ti -1 m N ,ti a O , -i 1,040 I C O -i 620 I o N 620 1,847 0 N ,-1 VENT SYSTEM ID O N a 2 o N d I 0 M d 2 0 C s 2 HP-202 0 M a I H P-402 0 N a I HP-303 HP-403 0 N d I TOTAL 1. DESIGN AIR FLOWS DDC CONTROL (Y/N) z z z z z z z z z z z MAXIMUM HEATING AIR FLOW FRACTION < z < z < z NA NA NA < z < z NA I NA < z MAXIMUM HEATING AIR FLOW (CFM) < z a z a z NA NA < z < z a z NA < z a z MINIMUM PRIMARY AIR FLOW FRACTION < Z < 2 < z NA < 2 < z < 2 < 2 < z < z < z DESIGN PRIMARY MINIMUM AIR FLOW (CFM) < z < z < z < z < z < z NA I NA z < z < z DESIGN PRIMARY AIR FLOW (CFM) 560 < z NA NA < Z < z NA < z NA I < z < z HEATING/COOLING SYSTEM ID 001-d H HP-201 N 0 m i 2 HP-401 HP-202 N 0 m L. = N 0 C a = M o N N 2 m 0 m d 2 HP-403 I - 0 n a 2 0 w w c Z< Z Z Op Z O N O O ,j ,,-•LD O N O m r; O 7r co 9-202 N O m C N O C N .- M O N N M O m M .-L m O C a N —I O N N N Report Generated at: 2017-04-20 15:48:23 NRCC-PRF-01-E-12142016-4377 Report Version CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 20 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time: Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address Compliance Scope: a d N La, IConfirmed I Fail ❑ ❑ ❑ ■ Pass ❑•❑ ❑ ❑ ❑ ❑ ■ ■ ■ ■ B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY CO U. ECM Motor ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■ ■ ■ T U ❑• ❑ ❑ • • • • a I io 0 0 w 0 0 N 0 0 CD 0 0 LID 0 0 ‘..0 0 0 LC) 0 0 LD 0 0 LC 0 0 N aN 0 z Airflow (cfm) Min. Design Min. Ratio < z a z a z < z < z < z a z a z < z < z < z a< z z a z a< z z a< z z a< z z a z z LID ,11 LLD ul NOO N LOD N LOD Lf, LCO. N C ON C LC .e LOD lf, Co Zone Name O N `..0N O M 8-401 O N tT N O m O ,� N O C ,L, M M L N N - M O M M ,-L 14-403 M O Ln N N. N O O , U L M Economizer oN 0 Z ON 0 Z 0 Z L oN 0 z No No No NA C Rated Capacity (kBtuh) an O U 0 N ,-1 0 M -I 0 , ,-i 0 mi l . 0 W ,--i 0 CO ,-1 0 N .-1 0 N .� 0 N M 0 NZ < < CO C ' v I O O C O C c O O CT)a O O O 0 0 L O m L C v O O v L O C O O NZ < System Type PTlIP PTHP PTHP PTHP PTHP PTHP PTHP PTHP PTHP PTHP Uncontrolled ti 0 E y > N N 0 N n. = ,--N C M a 2 .-i L C a I N O N N = N O M N 2 HP 402 M O N a 2 M O M N I HP-403 N o Ln Li I E !' 0 O U Page 21 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Address: Compliance Scope: Confirmed I Fail ❑ Pass ❑ IN N Tank Location or Ambient Condition Unconditione d m 0 ri ,-, Heat Pump Type < Z N N La, D. DHW EQUIPMENT SUMMARY — (Adapted from NRCC-PLB-01) o .--L Standby Loss < z ai Pilot Energy (Btu/h) o Tank Insulation R-value (I nt/Ext) O cci 6 ` 0 r•- u C a) EF: 0.960 W ui Rated Input (kBtu/h) 0, ci H >°_ Lri C a- C C Tank Type Instantaneous N Heater Element Type C./ e-i a) co Z Rheem RTGH-95XLN1 2 3 I 0 Confirmed Fail • Pass ❑ § 110.3 0 N Recirculation Loop Location Conditioned E. MULTI -FAMILY CENTRAL DHW SYSTEM DETAILS Recirculation Loop Insulation Thickness al Number of Recirculation Loops N Recirculating Pump a I an N <-- 0 w W Lc: cc C ui Solar Fraction (%) O O N Multi -Family Distribution Type Demand Control (Standard Design for new construction) a Number of Water Heaters / System C System Type Standard N Number of Dwelling Units Served by System o N System Name MF-Rheem RTGH-95XLN1 F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 22 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Name 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Address: Compliance Scope: G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS (Adapted from 2013-NRCC-MCH-01-E) - I § RA4 Declaration of Required Acceptance Certificates (NRCA) — Acceptance Certificates that may be submitted. (Retain copies and verity forms are completed and signed to post in field for Field Inspector to verify). al t. o Fail ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■ ■ ■ ■ Pass ❑ ❑ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MCH-18A ECM S MCH-17A Condenser Water Reset Controls MCH-16A Supply Air Temp. Reset MCH-15A TES Systems MCH 14A Dist. Energy Storage DX AC MCH-13A Auto FDD for Air & Zone MCH-12A FDD for DX Units MCH-11A Auto Demand Shed Control MCH-10A Hyd. Variable Flow Control MCH-09A Supply Water Temp. Reset MCH 08A Valve leakage MCH-07A Supply Fan VAV MCH-06A DCV MCH-OSA Economizer Controls MCH-04A Air Dist. Ducts MCH-03A Single Zone Unitary x ' MCH-02A Outdoor Air x x x x x x x x x x x Test Description O ~ ,-, ,-I - ,-, -, ,--N -I ti -, ,--, ,-, N N - C m a) ,C O c, d C co O_ 7 .0 V '5 6 "' _ 0- cc F� a w ] TWH Array2 - SHW O O ,-1 L1 I - C as E no m ro m 0 O L.n O c) = no m .--a O C N N I O C M d I C O C'r Li I N O N o I IHP-302 I N O C d 2 M O N d 2 M O M Li I M O C L1 I O C LO a 2 Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 23 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time: Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name: Project Address: Compliance Scope: H. EVAPORATIVE COOLER SUMMARY This Section Does Not Apply NRCC-PRF-LTI-DETAILS -SECTION START - Confirmed Pass Fail ❑ ❑ ❑ ❑ V If Acceptance Test Required x x 0 N La A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTI-02-E) - Control Credit Calculation Control Credit Watts rn Ln Power Adjustment Factor O N C 0 0 Watts of Controlled Lighting Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for compliance credit per §140.6(a)2 and Table 140.6-A) 11 C N N 0 C Type/Description of Lighting Control (i.e., partial on occupancy sensor, manual dimming, etc.) DaylightDimmingPlusOff DaylightDimmingPlusOff Occupancy Type (must meet requirements of Table 140.6-A) Lobby, Main Entry Lobby, Main Entry Location in Building 0 O N 0 O M U.LL ml L VI w N 9 U U Z E 0 a) C Q CO Q N 0 N I- z 0 U C7 z I L7 Y N 0 0 z Q 2 C7 z I-- S 0 Z 0 _F 0 Z 0 U N 0 0 0 z CO This Section Does Not Apply 1.0 C N La, 0 NA 0 0 C. TAILORED METHOD CONDITIONED LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTI-04-E) General lighting power (see Table D) General lighting power from special function areas (see Table E) Additional "use it or lose it" (See Table G) I Total watts r7 ca 0 a D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI-04-E) This Section Does Not Apply x m u N d a La, d E c 0 U Li LL Li a E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) Allowed Watts a Z < z Allowed LPD N O (75 Y a '5 N U Frs 0 0 C= < Z C C m Cv C < Z Primary Function Area < z Room Number a Z Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Page 24 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdlbx NRCC-PRF-01-E Calculation Date/Time: Input File Nam 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 F U 3 z Project Name Project Address Compliance Scope Confirmed Fail E] • Pass U C. EXHAUST FAN SUMMARY Total Static Pressure (in H20) 0.75 C gi N Motor BHP 0.630 0 Ln 0 CFM 3200 O V N a N Zone Name 3-Basement Garage 4-1st Floor Garage ,i System ID Basement Garage46 1st Floor Garage53 Confirmed I Fail ■ Pass ❑ N N Tank Location or Ambient Condition < Z m ,-i Heat Pump Type a o ,1 z N ..or, D. DHW EQUIPMENT SUMMARY — (Adapted from NRCC-PLB-01) O r-L Standby Loss O LT Pilot Energy (Btu/h) N Tank Insulation R-value (Int/Ext) < Z a- L C N - a, o.,n - ww Rated Input (kBtu/h) 0 LIJ 00 0 c L.ri s m C 0 H N m- rci Tank Type ,.,, c0 a c `a c ra Heater Element Type r DHW Name z od rn W 2 I — CC Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance F. ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E) Rectangular Spaces Confirmed LL Non -Rectangular Spaces This Section Does Not Apply 1,1 L ■ cc < Ucc Z Room Cavity Height (ft) < z Room Width (ft) a z Room Length (ft) < z Task/Activity Description < z Room Number NA a a G. ADDITIONAL "USE IT OR LOSE IT" (Adapted from NRCC-LTI-04-E) 0 E C 0 U Fail Pass Allowed Watts O Very Valuable Merchandise O fn O N N 5. Wall Display This Section Does Not Apply 6. Floor Display and Task Lighting This Section Does Not Apply 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply 8. Very Valuable Merchandise This Section Does Not Apply REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION RFt/1FWED 9Y r ra r Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance ENGINEERS N 0 C rn U C F- 0 ,- W USN W co N N OD z < -^ Ln S W v CO O z • X u ii31171TO Nil CO L. OCT 3 0 2011 VERITAS KORTH ( ) H N Z W J I—U O W 0 U Z Z O OD I- U rt W Q U M19582 EXP. 9/30/17 MFCHPN I L DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 T24.2 ISSUE PERMIT SET BUILDING PERMIT REV. 01 / I \ DATE 04/24/2017 06/30/2017 Page 25 of 25 15:46, Thu, Apr 20, 2017 1491-1493 Oak Grove Ave.cibdl6x NRCC-PRF-01-E Calculation Date/Time Input File Name: 1491-1493 Oak Grove Ave 1491-1493 Oak Grove Ave Burlingame 94010 NewComplete Project Name Project Address: Compliance Scope: H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E) i § 130.4 I Declaration of Required Acceptance Certificates (NRCA) —Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Confirmed Fail • • Pass ■ Outdoor NRCA-LTO-02-A Outdoor Controls ■ ■ ■ ■ ■ Indoor NRCA-LTI-04-A Demand Responsive ■ ■ ■ ■ ■ NRCA-LTI-03-A Auto Daylight ■ ■ ■ ■ ■ N RCA-LTI-02-A Occ Sensors / Auto Time Switch ■ ■ ■ ■ ■ Test Description C D 0 0 0 0 0 0 Equipment Requiring Testing or Verification Occupant Sensors Automatic Time Switch Automatic Daylighting Demand Responsive Outdoor Controls Report Generated at: 2017-04-20 15:48:23 Report Version: NRCC-PRF-01-E-12142016-4377 CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Date 1491-1493 Oak Grove Ave 4/2012017 DESCRIPTION Building Envelope Measures: §110.8(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §110.8(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §110.8(g): Heated slab floors shall be insulated according to the requirements in Table 110.8-A. §110.7(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §110.6(a): window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.2 for nonresidential double doors (swinging). §110.6(a): Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §110.6(a) : Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §110.6(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). The opaque portions of the roof/ceiling that separates conditioned spaces from unconditioned spaces or ambient air shall meet the applicable U-Factor requirements as follows: §120.7(a): Metal Building- The weighted average U-factor of the roof assembly shall not exceed 0.098. Wood Framed and Others- The weighted average IJ-factor of the roof assembly shall not exceed 0.075. The opaque portions of walls that separate conditioned spaces from unconditioned spaces or ambient air shall meet the applicable U-factor as follows: Metal Building- The weighted average U-factor of the wall assembly shall not exceed 0.113. Metal Framed- The weighted average U-factor of the wall assembly shall not exceed 0.151. Light Mass Walls- A 6 inch or greater Hollow Core Concrete Masonry Unit shall have a U-factor not to exceed 0.440. §120.7(b): Heavy Mass Walls- An 8 inch or greater Hollow Core Concrete Masonry Unit shall have a U-factor not to exceed 0.690. Wood Framed and Others- The weighted average U-factor of the wall assembly shall not exceed 0.110. Spandrel Panels and Opaque Curtain Wall- The weighted average U-factor of the spandrel panels and opaque curtain wall assembly shall not exceed 0.280. Demising Walls-. The opaque portions of framed demising walls shall meet the requirements of Item A or B below: A. Wood framed walls shall be insulated to meet a U-factor not greater than 0.099. B. Metal Framed walls shall be insulated to meet a U-factor not greater than 0.151. The opaque portions of floors and soffits that separate conditioned spaces from unconditioned spaces or ambient air shall meet the applicable U-Factor requirements as follows: §120.7(c): Raised \lass Floors- Shall have a minimum of 3 inches of lightweight concrete over a metal deck or the weighted average U-factor of the floor assembly shall not exceed 0.269. Other Floors -The weighted average U-factor of the floor assembly shall not exceed 0.071. STATE OF CALIFORNIA OUTDOOR LIGHTING GEC-NRCC-LTO-01-E (Revised 04/16) CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION NRCC-LTO-01-E Outdoor Lighting (Page 1 of 4) Project Name: 1491-1493 Oak Grove Ave Date Prepared: A. General Information Project Address: 1491-1493 Oak Grove Ave Burlingame, CA 94010 Total Illuminated Hardscape Area: 875 Phase of Construction: ® New Construction 0 Addition 0 Alteration Outdoor Lighting Zone (LZ) ❑ LZ-1 0 LZ-2 l LZ-3 0 LZ-4 I have confirmed with the AHJ which LZ applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 B. Lighting Compliance Documents (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. 0 NRCC-LTO-01-E Certificate of Compliance l NRCC-LTO-02-E Outdoor Lighting Controls Certificate of Compliance 12 NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance 0 NRCC-LTO-04-E Outdoor Lighting Existing Conditions Certificate of Compliance C. Summary of Allowed Outdoor Lighting Power Watts 01 Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LTO-03-E, page 1 Alterations with NO increase of connected lighting load may instead use the allowed wattage from NRCC-LTO-04, page 2. 658 Complies ONLY if Installed (Box 02) <_ Allowed (Box 01) 02 Sum Total INSTALLED Outdoor Lighting Wattage from NRCC-LTO-01-E, page 3. 118 D. Declaration of Required Installation Certificates Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify compliance documents are completed and signed.) NRCI-LTO-01-E - Must be submitted for all buildings 0 Field Inspector NRCI-LTO-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), to be recognized for compliance. 0 Field Inspector E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify compliance documents are completed and signed.) 0 NRCA-LTO-02-A - Must be submitted for outdoor lighting controls. 1 0 Field Inspector F. Schedule of Luminaires Exempt from the Outdoor Lighting Power Requirements in §140.7 01 02 Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 04/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting Project Name: 491-1493 Oak Grove Ave G. Schedule of Luminaires Exempt from the Cutoff Requirements in §130.2(b) (Page 2 of 4) Date Prepared: 4/20/2017 01 Name or Symbol 02 Description of exempt luminaire in accordance with the exemptions H. Schedule of Luminaires Exempt from the Outdoor Lighting Control Requirements in §130.2(c) 01 Name or Symbol 02 Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance CALIFORNIA ENERGY COMMISSION NRCC-LTO-01-E w U z a- 0 U 0 w U Ui w U 0 m Si OD CO Outdoor Lighting r- 0 N 0 N a' 1491-1493 Oak Grove Ave Field Luminaire Schedule Installed Watts Location Cutoff Inspector al 0 I1ej 0 0 0 ssed ❑ ❑ 0 co O Do C co a L7 Co Co Enter sum total of all pages (Sum Total 118 INSTALLED Outdoor lighting wattage) into NRCC-LTO-01-E, page 1. n 0 w 0 Primary Function area in tr, which the luminaires are � y installed X (Outdoor Lighting Zone) H � m 50 Main Entrance 20 'Automotive Hardscape 48 Automotive Hardscape 0 saneulwni jo JagwnN u7 N o0 INSTALLED WATTS PAGE TOTAL: 04 How wattage was determined (3)0'OET§ of au!pJony ❑ ❑ ❑ SVN wool iinelao D]p ❑ ❑ 0 0 � Q 03 aiieu!w nl Jad Sl4eM o 0 T 02 Complete Luminaire Description ❑ ❑W __I O 000 a _I CO o O IPcf - E m Q) z CO m Q CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance LIFORNIA ENERGY COMMISSION NRCC-LTO-01-E w U z G 0 U LL 0 W I- Q U P. cc Lu Outdoor Lighting 0 O n CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance CALIFORNIA ENERGY COMMISSION u) J 0 I- Z 0 Z� Q � V z J w 0 I.L O 00 U O LC) U w Z q P U vLLI ) 0 NRCC-LTO-02-E Outdoor Lighting Controls h 0 N 0 1491-1493 Oak Grove Ave Project Name: A. Mandatory Outdoor Lighting Control Declaration Statements -0 C u-• C/ LL Y us O C C O OD ry 4! c 0 c ^ 2 LP +u+ N a;, N Si to -0 C) c Lfi U C C N .m-/ Ou v 4-r° ut r° > C OD N Si c ° c o w `� SiN Oo U yJ • a+ m C a+ O - a+ U -C ,-1 t° ° • . aCO v °D c U Uo ' E N - O O- 4= r- rn L O t .0 'i-+ L . Y Q `' c °J 3 0° 3 E to N m h NO C 0 0. O C 2O c a) O 1- t E ouco t o Y Q p ++ U 4,a) ro 3 r° i° co u 3 c° co 73 p c Si .0 rn O C a1 0 C C - L u to Q a) U C O O u L :a 'O O O u0 .r... c c 0! Ou C O 0 0 -- U Cr u - ti r° �n Ou c Y Do v ca rbt C O O O • _ t° 0 rn *' O OCO ^ 3 Si O CU u 5) J= E .N l'i °- . ° CO C s U Si VI -c...' u 3 n U in c . a+ C N C N E c __ o 5 O u 0 o is L°, -o Si u 0 0) u .to O ti N J0 Si u s 00 ou = to c y Eo aJ o 2 Si ru° 0 .- 3 co Y �, c C .- -O C .0 0U N C > (n O t E co v u E r° c *' ' m E rn c " CI m Z. 2 Si is 0 0 3 t a) o ,A, o- 3 Si E co L. c u Y Si u E _ � (0 Cl 0 N -C m a) O u co O O �) a 4J -O r0 U V r0 O CO Si E N OU ,� 0 a) Nr C CO .0 E v c u $.. 0 01 Si t cn `M Si -Lit) S c ° Siar -c rO L L O 00 a) a 0 0 o r��° �c- E °''_ E �_� ao co -0 •n 0 v•� t _c 0 < ��C 1:00:5° vC Si a-.. r0 c0 ,� Y O '� '�c0v y Y0°o 73 ODv.0N _ OU 0 C _ Nea 0. L N �' •C OD O W O > 0 c -0 +`- E c:0: E o °J c° r° 2 r CU C - O OU -Cs 3 .-I 4 Gnl .Q V tea ra to u C _ c al c 0 0 ',°ra v o aui ri 'v SO CL u 4- N _m 0 a Jo v ? cn ,Oi, �0'7 r9 Si C r° +�_+ f° N VI r6 -C U CO c° a. E O .0 O 0 t C a c E C 7..WOL C ,_ r° .0 0.0CCr° C Do a) yr 0073 D 110 0D O C *- ro O O O t �' '~ Si.- u O L O O 0) LL a) u u u . o 00 -o c r6 o 0 0 to a 3 .E ° ° Si Li co C. -. - u O 7� O C C vl O u O O §i CD N LI- L C C r° Do u ♦.. O O ai C8 to O. co r. r° U ,at 0 v, O 0 0 E N v v c v -o -0 raj ro 0 C c L L. 4' O .r' oto O is O 8'5 C :Cy :66 0 O CO CT LI" < O_QQQ ° J ZJ ° LL U. U ❑ ❑ IN ❑ ❑ ❑ 0 130 ODD a) .n t9 a a) J_ t (13 O. E O -C a' O C O m C L GD 0 0 0 O m �m .0 c r° 0 O u c v c t° 0. E 0 u a, 0 0 C v E L) .O O' a, cc aJ u C to 0 a a) a (1) -C n C U a) Si ro V, 0 a, CC t-' Si u DD N a z v 135 C 0) -o V, rU C O z ar c d a) v cc -0 C to 0 m c 0 7-7 to r0 O C a) E v 0 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance CALIFORNIA ENERGY COMMISSION NRCC-LTO-02-E Outdoor Lighting Controls 1491-1493 Oak Grove Ave April 2016 B. Mandatory Outdoor Lighting Control Schedule and Field Inspection Checklist a) v c aJ Q ca ,— u Standards Complying With a S n Outdoor Lighting Control Schedule a, cr (,/cc all that apply, or enter `E' if Exempted) u a N Q., a, LL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑' ❑❑ ❑ ❑ ❑'❑ ❑❑ ❑ ❑I❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SNZ'OEI§ Os b(3)Z'OEI§ 07 E(D)Z'OEI§ 1Oo Z(D)Z•OET§ I(o)Z'OET§ (e)Z"OET§ 7l O E n N O Type/ Description of Lighting Control (i.e. outdoor motion sensor, outdoor photocontrol, outdoor astronomical time - switch control, automatic scheduling control, part -night outdoor lighting control) 0 Location and Application of Luminaires Being Controlled CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit Fir, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ENGINEERS L) EXP. 9/30/17 MECHFN ICE' DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 T24.3 ISSUE PERMIT SET BUILDING PERMIT REV. 01 06/30/2017 CALIFORNIA ENERGY COMMISSION N RCC-LTO-02-E CERTIFICATE OF COMPLIANCE M 0 a) Do cc a Outdoor Lighting Controls Pr°je"Na" 1491-1493 Oak Grove Ave LO 0 N 7 CA Building Energy Efficiency Standards -2016 Nonresidential Compliance m CALIFORNIA ENERGY COMMISSION (I) w 0 Z 0 J -J UJ 0 a. Z o P. _� <O J w O c 0 12 F C;(..) O © Q U rt)0v N RCC-LTO-03-E w U Z a 2 0 U O H U w cc LJJ 0 a) Do ra a Outdoor Lighting Power Allowances 0 N O N 1491-1493 Oak Grove Ave z A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY 1. General Hardscape Lighting Power Allowance (Site Total from Section B of NRCC-LTO-03-E) 11. 623 2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-LTO-03-E. LO CO CO LO ICO N K1 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Total General Hardscape Lighting Allowance 09 0 ce + m + 0 m LO (0 Cr) N CO TOTAL Initial Wattage Allowance (IWA) 08 - 3 O LO O Linear Wattage Allowance (LWA) 05 06 07 0 < co x 0 co N CO LPA per Linear Foot 0.350 O 10 CO O o a t0 .m U m c -p R iV = iu m E g LN.e- � O N Area Wattage Allowance (AWA) AWA (802 x 803) N AWA Per Square Foot 0 P O 0.040 Illuminated Hardscape Area 276 co O) LC) Name of Area Ground Level Driveway Basement Driveway January 2016 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance N RCC-LTO-03-E U Z a 2 0 U O w I— U F- Lu Lu 0 N a! °o a Outdoor Lighting Power Allowances Date Prepared. 4/20/2017 """ame` 1491-1493 Oak Grove Ave a 0 a`) O a °o ,c L c 00 to to O u m CD a) on _c RS Y ♦✓ 0 3 Z O 0 u a a) UCao v a -C a .to .0 a) it LL 3 u U o CU w — r° {a/1 a) YO w LLO 0 0 ` O W F 3 E u s Z a _ 0 cI cc = Lu ra an L r° a O a W ro o Z 3 a)a) O rp (11 cc u E O 0_ -0 O c +, D D o 0 J L.,O W O ° 0 0 CC u hJ O ?+_ m :" W Q -C MO _ JO ro ` C J O O O rho O a) CU I- < ❑ ❑ U C-1. WATTAGE ALLOWANCE PER APPLICATION — Table 140.7-B ❑ Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser, ATM Machine Lighting ❑ If more than one luminaire type is used per location, use multiple rows for that location 01 02 03 04 05 06 07 08 09 10 35 35 0 Sum total allowance per application on this site: LO 0 0 LO 10 W LED 35 1B LC) Cr) tntrance t_Ignting 0 ro co V 0 N. ro a, o .a 4, I- 3 E O N 17 . 041 c a) o LL C 0) s m 0 Q I t7 a Z J N i~ O Z .‘" a) O. W a W ZC 3 7 O iJ C < 0 to C w r9 E N U ❑ 0 01 0 ao 0 N r] DESIGN WATTS 0 u, 0 O E a '- .- m E 3 v C E J CU Luminaire Description 0 ALLOTTED WATTS O 0) 0 a M 0 N 0 Linear Feet of Sales Frontage ti 0 Name of Location for Which Allowance is 0 Si) E U Lo 0 N CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance FORNIA ENERGY COMMISSION U U) w 0 Z 0 J w 0 0- Lz o 20 IX Jw 012 06 O a w F- z I- = U SOU CALIFORNIA ENERGY COMMISSION U, w 0 Z 0 J -J Q w 0 a. `zo 2 m zJw O ix o U 00 w U O wl-z U rnO0 NRCC-LTO-03-E w z J a 2 0 U O W F U U F cc U Outdoor Lighting Power Allowances Date Prepared. 4/20/2017 Project Name 1491-1493 Oak Grove Ave January 2016 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance STATE OF CALIFORNIA GARAGE EXHAUST CEC-NRCC-PRC-02-E (Revised 01/16 CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION NRCC-PRC-02-E Garage Exhaust (Page 1 of 2) Project Name,1491-1493 Oak Grove Ave Date Prepared 4/20/2017 DESIGN EXHAUST AIRFLOW (CFM)': 3200 & 1940 EXCEPTIONS2: Equipment Tags and System Description3 GEF/B.1 & GEF/1 N/A CFM) MANDATORY MEASURES T 24 Sections (<10,000 Reference to the Requirements in the N/ �cWrga9SbEt iT hts4 Exhaust Fan Control 120.6 (c)1 & 2 N/A (<10,000 CFM) CO Sensor Location 120.6 (c)3 N/A (<10,000 CFM) CO Sensor Setpoint 120.6 (c)4 N/A (<10,000 CFM) Minimum Ventilation 120.6 (c)5 N/A (<10,000 CFM) Garage Pressurization 120.6 (c)6 N/A (<10,000 OEM) CO Sensor Requirements 120.6 (c)7 Ventilation System Acceptance Testing 120.6 (c)8 Notes: 1. Enter the airflow (cfm) of garage exhaust that is being installed under this project. 2. Detail any exceptions that apply to this project. Reference appropriate exception number from §120.6 where applicable. 3. Provide equipment tags (e.g. EF-1 & 2 for garage exhaust fans that are part of this project) 4. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA GARAGE EXHAUST CEC-NRCC-PRC-02-E (Revised 01/16 CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION NRCC-PRC-02-E Garage Exhaust (Page 2 of 2) Project Na 1491-1493 Oak Grove Ave Date Prepared 4/20/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Meng Hsiu Chen Documentation Author Signature Company: MHC Engineers, Inc. Signature Date: g 4/20/2017 Address: 150 8th Street CEA/HERS Certification Identification (if applicable): City/State/Zip: San Francisco, CA 94103 Phone: 415.512.7141 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Meng Hsiu Chen Responsible Designer Signature: company: MHC Engineers, Inc. Date Signed: 4/21/2017 Address 150 8th Street License: M19582 City/State/Zip: San Francisco, CA 94103 Phone:415-512-7141 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 N RCC-LTO-03-E Lu U a 2 0 U O LU 45 Outdoor Lighting Power Allowances ame1491-1493 Oak Grove Ave C-3. WATTAGE ALLOWANCE PER SQUARE FOOT OF HARDSCAPE AREA (Ornamental Lighting) —Table 140.7-B ❑ Allowance for the total site illuminated hardscape area. Luminaires qualifying for this allowance shall be rated for 100 watts or less as determined in accordance with Section 130.0(c), and shall be post -top luminaires, lanterns, pendant luminaires, or chandeliers. ❑ If more than one luminaire type is used per location, use multiple rows for that location O ti Allowed Watts (smaller of 04 or 09) 05 06 07 08 09 DESIGN WATTS Design Watts (07 x 08) Sum total allowance for ornamental lighting on the site:. Watts per Luminaire Luminaire Quantity Luminaire Description Luminaire Code or Symbol 02 I 03 04 ALLOTTED WATTS Allotted Watts (02 x 03) Wattage Allowance per Square Foot Square Feet of Hardscape Name of area for which ornamental allowance is claimed C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA - Table 140.7-B ❑ Allowances for Building Facades; Outdoor Sales Lots; Vehicle Service Station Hardscape; Vehicle Service Station Canopies; Sales Canopies; Non -sales Canopies; Tunnels; Guard Stations; Student Pick-up/Drop-off zone: Outdoor Dining; Special Security Lighting for Retail Parking and Pedestrian Hardscape. ❑ If more than one luminaire type is used per location, use multiple rows for that location 0 Allowed Watts (smaller of 04 or 09) 0 C) 0 Design Watts (07 x 08) Sum total allowance for specific area on the site: co O Watts per Luminaire N O N Luminaire Luminaire Description Quantity < Z w to to 0 0 0 Luminaire Code or Symbol 03 04 Allotted Watts (02 x 03) Wattage Allowance per square Foot Illuminated Area of Application 01 Name of Location for Which Allowance is Claimed January 2016 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE O 0) ENGINEERS M19582 EXP. 9/30/17 MFCHPN ICE' DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 T24.4 CE\EAL \OTES 1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF CONFLICTS DUE TO LACK OF COORDINATION. 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING, DUCT WORK OR DIFFUSERS. 5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION ANY DISCREPANCY OR CONFLICTS IN THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE ARCHITECT BEFORE START OF WORK. 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED AND WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK. 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" AND CMC. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THE WORK. 9. MHC ENGINEERS SHALL NOT BE RESPONSIBLE FOR THE DESIGN AND PERFORMANCE OF ANY EXISTING WORK TO REMAIN. 10. INSTALLATION AND MATERIALS USED MAY BE SUBJECTED TO OWNER'S APPROVAL. ALL WORKS SHALL BE DONE PER CURRENT CODE & LOCAL JURISDICTION. PLUM I\C GENE SAL \OTES 1. PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF CONNECTION BETWEEN COPPER, STEEL AND BRASS PIPING, EPCO OR EQUAL. 2. ALL WATER PIPING SYSTEMS AND DRAINAGE PIPING SYSTEMS, INCLUDING SUPPLY, WASTE AND DRAIN SHALL BE INSTALLED WITH VIBRATION ISOLATORS AND SHALL BE ISOLATED FROM ANY STRUCTURAL MEMBERS, WALL SECTIONS OR OTHER MATERIALS THAT COULD TRANSMIT SOUND TO THE OCCUPIED AREAS. ALL HANGERS, STRAPS, BRACKETS, AND SUPPORTS SHALL HAVE ACOUSTICAL COMPONENTS OR COMBINED NEOPRENE AND PLASTIC FOAM BY TECH SPECIALTIES, DIVISION OF SPECIALTY PRODUCTS CO. TO ISOLATE COMPLETE PIPE CONTACT AREA. ALL ISO_ATION MATERIAL SHALL HAVE A MINIMUM THICKNESS OF Y2." INSTALL ALL COMPONENTS AS PER MANUFACTURER'S INSTRUCTIONS. LENGTH. 3. INSTALL ALL CLEANOUTS WHERE REQUIRED BY CODE AND ORDINANCES, AND AT ENDS OF HOUSE DRAINS, AT ALL CHANGES IN DIRECTIONS, IN ALL STRAIGHT RUNS AT 100 FOOT INTERVALS, WHERE HORIZONTAL MAINS CHANGE SIZE, AND AT ALL ENDS OF ALL BRANCH PIPES WHICH ARE 5' OR OVER IN LENGTH. 4. PLUMBING FIXTURES SHALL BE COMPLETE WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 5. FAUCETS AND FITTINGS AND ALL PARTS OF SYSTEMS CONVEYING POTABLE WATER FOR HUMAN CONSUMPTION SHALL BE LEAD FREE PER CA AB 1953. 6. INSTALL STOP VALVES ON HOT AND COLD WATER SUPPLIES TO EACH FIXTURE. 7. ALL FLOOR DRAIN AND FLOOR SINK MUST HAVE Y2" COLD WATER CONNECTED TO TRAP PRIMER (PIPING NOT SHOWN FOR CLARITY). 8. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AND TRIM AS SHOWN ON THE ARCHITECTURAL PANS. ROUGH -IN FOR ALL FIXTURES SHALL BE EXACTLY TO MEASUREMENTS FURNISHED BY FIXTURE MANUFACTURER. ALL EXPOSED PARTS TO BE CHROMIUM PLATED UNLESS SPECIFIED OTHERWISE. 9. CAULK AIRTIGHT ALL PLUMBING PENETRATIONS IN SOUND RATED WALLS AND FLOOR/CEILINGS. SEAL PENETRATIONS OF CONCRETE FLOORS WITH CEMENT GROUT. MINIMIZE PENETRATIONS THROUGH SOUND RATED CONSTRUCTION. 10. KEEP ROUGH -IN CUTS WITHIN THE PLATE LINES AND DO NOT CUT COMPLETELY THROUGH PLATES IN SOUND -RATED WALLS. DRILL OR SAW NEAT ROUND HOLES FOR ALL PIPING. SIZE APPROXIMATELY Y2" LARGER THAN THE PIPE DIAMETER. 11. PROVIDE AERATION DEVICES ON ALL KITCHEN SINK AND LAVATORY FAUCETS. 12. PIPE LINES SHALL BE INSTALLED FREE FROM TRAPS AND AIR POCKETS AND TRUE TO LINE AND GRADE WITH SUITABLE SUPPORTS PROPERLY SPACED. FOLLOWS (BASED ON CPC TABLE 3-2): A. CAST IRON PIPE - 5' CENTERS FOR LEAD AND OAKUM JOINT; FOR OTHER JOINT TYPES, EVERY OTHER JOINT, UNLESS OVER 4', EVERY JOINT. B. STEEL PIPE - 10' CENTERS FOR 3/4" AND SMALLER, 12' FOR 1" AND LARGER. C. COPPER TUBING - 5' CENTERS FOR 1Y2" AND SMALLER, 10' FOR 2" AND LARGER. 14. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES. REAM OUT ALL BURRS FORMED IN CUTTING PIPE. THREADS SHALL BE CUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW BEYOND THE FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, OR SOFT METAL PIPING. 15. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND BUSHING WILL NOT BE PERMITTED. 16. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, AT ALL EQUIPMENT CONNECTIONS AND AT OTHER POINTS AS REQUIRED. 17. CUTTING OR BORING OF HOLES THROUGH JOISTS OR STRUCTURAL MEMBERS SHALL BE DONE ONLY WHEN IT IS IMPOSSIBLE TO ROUTE PIPING IN ANOTHER MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL BE ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT. 18. WATER OR DRAINAGE PIPING SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT UNLESS ADEQUATE INSULATION PROTECTION IS PROVIDED AGAINST DRIP CAUSED BY CONDENSATION OR LEAKS. 19. DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT. 20. PROVIDE WATER HAMMER ARRESTORS IN SUPPLY LINES CONNECTED TO FIXTURES AND APPLIANCES. (18" LONG AIR CHAMBER ACCEPTABLE.) 21. THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE BUILDING SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION PUBLICATION C-651-1999. 22. PRESSURE TEST ENTIRE HOT AND COLD PIPING AND DRAINAGE SYSTEM FROM CAPPED CONNECTIONS, TO AND INCLUDING VENTS ABOVE ROOF. 23. HOT WATER PIPING TO BE INSULATED PER CALIFORNIA 2008 ENERGY EFFICIENT STANDARD TABLE 4-3. 24. SUBMIT SHOP DRAWINGS OF WASTE AND WATER LINES FOR REVIEW AND APPROVAL BEFORE COMMENCING WORK. 25. HORIZONTAL DRAINAGE PIPING SHALL BE RUN IN PRACTICAL ALIGNMENT AND A UNIFORM SLOPE OF NOT LESS THAN Y4" PER FT AS PER CPC 708. 26. ALL DOMESTIC WASTE AND VENT (DWV) PIPING SHALL BE CAST IRON UNLESS OTHERWISE NOTED. 27. CONCEAL ALL PIPING INSIDE WALL WHENEVER POSSIBLE. OTHERWISE CONSULT ARCHITECT FOR LOCATION FOR EXPOSED PIPES. 28. VERTICAL LINES PIPING SHALL BE BRACED AND SUPPORTED AT EVERY FLOOR LEVEL. SU RSTITUTIO\S A. BRAND OR TRADE NAMES ARE USED TO ESTABLISH MINIMUM STANDARDS OF QUALITY AND PERFORMANCE ONLY. PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED ONLY WITH WRITTEN APPROVAL OF THE OWNER. SUBSTITUTE PRODUCTS SHALL HAVE PERFORMANCE AND MATERIAL CHARACTERISTICS EQUAL TO OR BETTER THAN THOSE SPECIFIED AND/OR SCHEDULED. B. APPROVAL OF A SUBSTITUTION DOES NOT AUTHORIZE ANY DEVIATION FROM THE UTILITY, SIZE, OR FUNCTION FO THE SPECIFIED ITEM, UNLESS SPECIFICALLY POINTED OUT AND APPORVAL IS REQUESTED IN THE LETTER OF SUBMITTAL. RESPONSIBILITY FOR CONFLICTS DUE TO SPACE LIMITATIONS IS NOT RELIEVED BY APPROVAL OF A SUBSTITUTION. IF REVISION OF WIRING, PIPING, OR ARRANGEMENT OF OTHER EQUIPMENT IS REQUIRED BECAUSE OF A SUBSTITUTION, SUCH REVISIONS SHALL BE ACCOMPLISHED AT NO CHARGE IN CONTRACT COST. SUBMIT SHOP DRAWINGS OF ALL REVISIONS TO THE ARCHITECT/ENGINEER/OWNER FOR APPROVAL. C. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL MATERIAL SHALL BE NEW, FULL WEIGHT, STANDARD, OF THE BEST QUALITY OF ITS KIND, AND SATISFACTORY TO THE ARCHITECT AND ENGINEER. PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION W WASTE BELOW FLOOR - - - - - - - V VENT CW COLD WATER CW HWS HOT WATER SUPPLY HWS HWR HOT WATER SUPPLY HWR O FCO FLOOR CLEAN OUT WCO WALL CLEAN OUT -- PIPE UP 0 -- PIPE DOWN D p6 S.O.V. SHUT OFF VALVE ® -- SHEET NOTES NOTATION P.O.C. POINT OF CONNECTION --- CAP CAP --i!! -- EQUIPMENT TAG (EQ) PIPE MATERIAL SCHEDULE CODE ITEM MATERIAL DESCRIPTION w V ABOVE GROUND SANITARY WASTE AND VENT PIPING NO HUB CAST IRON PIPE AND FITTINGS WITH STANDARD STAINLESS STEEL SHIELDED COUPLINGS WITH NEOPRENE GASKETS AND OR DWV COPPER PIPE AND FITTINGS WITH 95/5 SOLDERED JOINTS W V BELOW GRADE SANITARY WASTE AND VENT PIPING NO HUB CAST IRON PIPE AND FITTINGS WITH STANDARD STAINLESS STEEL SHIELDED COUPLINGS WITH NEOPRENE GASKETS CW HW ABOVE GROUND DOMESTIC WATER PIPING TYPE "L" COPPER PIPE AND COPPER FITTINGS WITH: LEAD-FREE SOLDER JOINTS SIZES 1/2”-2” SIL-FOS FITTINGS 2-1 /2" AND LARGER PLUVBING FIXTURE SCHEDULE TAG DETAILS MAX. FLOW RATE WC SEE ARCH. DRAWINGS. ( 1.28 GPF LAV SEE ARCH. DRAWINGS. 1.2 GPM KS SEE ARCH. DRAWINGS. (1.8 GPM SH SEE ARCH. DRAWINGS. ( 2.0 GPM BT SEE ARCH. DRAWINGS. N/A FD FLOOR DRAIN W/ INTEGRAL OIL & SAND SEPARATOR. ZURN Z1189 SIZE 12. PROVIDE W/ TRAP PRIMER CONNECTION. PROVIDE W/ HEAVY DUTY SOLID: TRAFFIC COVER IN PARKING GARAGE FLOOR APPLICATION. (( N/A { J PLUVBING FIXTURE CONNECTION SIZES TAG FIXTURE TYPE SIZE (INCHES) W V HW CW NOTE WC WATER CLOSET 3"0 2"0 - Y2" 4> - LAV LAVATORY 1Y2"0 1Y4"0 Y2"0 Y2"0 - KS KITCHEN SINK 1Y2"0 1Y4"o Y2"0 Y2"0 - REFR REFRIGERATOR - - - Y2„ 0 - BT BATH TUB 1Y4" 0 1Y4"0 Y2"0 Y2"0 - SH SHOWER 1Y2" o 1Y4„0 Y2„0 Y2„ o - FD FLOOR DRAIN W/ INTEGRAL OIL & SAND SEPARATOR 2"o 1Y2" 0 - - - *NOTE: 1. - PUMP SCHEDULE TAG APPLICATION MAKE MODEL GPM FEET OF HEAD IMPELLER TRIM OUTLET DIAMETER ELECTRICAL V PH HP RPM LOCATION CP-1 CIRCULATION PUMP TACO Li 034 4 30 1 "0 115 1 Y6 REMARKS ROOF 1 SP-1 SUMP PUMP WEIL 1607 30 15 6" 2"0 115 1 3/4 1150 BASEMENT GARAGE 2 SP-2 SUMP PUMP WEIL 1607 22 17 6.13" 2"0 115 1 3/4 1 150 ELEVATOR PIT 3 NOTE: 1. PROVIDE WITH DISCONNECT, ISOLATION BALL VALVES, & ENOVATIVE ON -DEMAND PUMP CONTROLLER. CP OPERATION TO BE CONTROLLED BY THERMOSTAT & DOMESTIC WATER FLOW SENSOR. 2. PROVIDE W/ LOCAL DISCONNECT, 30"0x48" FIBERGLASS BASIN W/ TRAFFIC RATED COVER. PUMP OUTLET TO BE THROUGH SIDE OF BASIN BELOW GROUND AND RUN UP NEARBY WALL W/ SOV AND CHECK VALVES EXPOSED. PROVIDE W/ BCB PUMP GUIDE BRACKET, 2613-2CI REMOVAL SYSTEM, & SIMPLEX CONTROL PANEL FEATURING HIGHWATER ALARM, AND FLOAT SENSORS FOR 'OFF', 'ON', AND 'ALARM' LEVELS. 3. PROVIDE W/ LOCAL DISCONNECT, 30"0x32" FIBERGLASS BASIN W/ GRATE IN ELEVATOR PIT. PUMP OUTLET TO BE THROUGH SIDE OF SUMP BELOW GROUND AND RUN UP NEARBY WALL W/ SOV AND CHECK VALVES EXPOSED. PROVIDE W/ BCB PUMP GUIDE BRACKET, 2613-2CI REMOVAL SYSTEM, & SIMPLEX SMART OIL CONTROL PANEL FEATURING HIGHWATER ALARM, AND FLOAT SENSORS FOR 'OFF', 'ON', AND 'ALARM' LEVELS. WATER HEATER SCHEDULE TAG MAKE MODEL MAX INPUT BTU H ENERGY FACTOR HW SUPPLY TEMPERATURE ELECTRICAL V PH AMP DIMENSIONS (HxWxD) REMARK TWH-1 TWH-2 TWH-3 TWH-4 RHEEM RTGH-95XLN 199,900 0.96 120° F 120 1 2 27Y2"x 18Y2"x93/4" 1 1. PROVIDE W/ SOV & FLEXIBLE CONNECTIONS ON GAS, HWS, & HWR. ROUTE T&P RELIEF TO NEARBY ROOF FOR DRAINAGE. PROVIDE EACH W/ CONDENSATE NEUTRALIZATION KIT, SERVICE VALVES (RTG20220AB), MIC-6 CONTROLLER (RTG20213A), AND MIC-Q CONTROL CABLES. EXPANSION TANK SCHEDULE TAG MAKE MODEL ACCEPTANCE VOLUME PRE -CHARGE PRESSRE (PSI) DIMENSIONS REMARK XT-1 WATTS PLT-5 1.48 20 8"x8"x 1 1" 1 1. PROVIDE W/ ISOLATION VALVE FOR SERVICING. REVIEWED BURLINGAME This plan Con-4. BLDG DEPARTMENT check shall not be ISSUE PERMIT SET BUILDING PERMIT REV. 01 / \ ENGINEERS DATE 04/24/201 06/30/201 Co 0 0) Q U o W 0LE N- U Lo z� oZ X W LU O a, Q O 0 W Q 2 O a 0 M z � J D :co 0) 0 Z 0 Z W 0 W J Cr) W F-- 0 Z Co J Z D 00 0 2w D _ J U a.Co M19582 EXP, 9/30/17 MFCHPN IC \- DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P0.0 13. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS vim. w oe a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATF ISSUE O WALL PENETRATION INSTALLATION • ° I II O \ O� a .... %Sim O� I' TUB/SHOWER VALVE INSTALLATION JOIST BAY INSTALLATION O VERTICAL STUD BAY INSTALLATION /sue, ACOUSTO-PLUMB INSTALLATION EXAMPLES \ 3o , 1 / SCALE: N.T.S. 1©5/32" (258mm) 7"" (178mm) 113/4" (298mm) 89/ 6 (217mm) rain WATTS MODEL NO. A2C-WB-M1 NOTE: 1. COORDINATE WITH ELECTRICIAN TO PROVIDE 120V AND 240V RECEPTACLES 2. PROVIDE LEAK DETECTOR 3. PROVIDE WATER HAMMER ARRESTOR AT BOTH HOT AND COLD WATER SUPPLY 4. PROVIDE SHUT-OFF BALL VALVE TO HOT AND COLD WATER UPSTREAM OF WALL BOX CONNECTION WITH ACCESS. /4 `• WASHER WALL BOX DETAIL iso. SCALE: N.T.S. COLD WATER LINE SHUT-OFF VALVE TRAP PRIMER VALVE (PPP PR-500) //- TP VACUUM BREAKER PORT DISTRIBUTION UNIT (WHERE REQUIRED FOR MULTIPLE DRAINS) FLOOR DRAIN OR FLOOR SINK WITH TRAP PRIMER INLET rs FLOOR DRAIN W/ TRAP PRIMER DETAIL SECURE ANGLE TO JOIST WITH i" ox8" BOLT, NUT AND LOCKWASHER. 4x6 MIN. WOOD STUD/BLOCKING W/ SIMPSON HU HANGER TO JOIST BEYOND. LOCATE BLKG WITHIN 2'-0" OF JOIST SUPPORT. — 22" MIN. UNISTRUCT P1026 1 SPECIFIED TRANSVERSE BRACE \k PIPE RACK UNISTRUT P-5500, 60" MAX. SPAN BETWEEN HANGER RODS SPECIFIED HANGER ROD SPECIFIED LONGITUDI BRACE NAL PIPE CLAMP • 10 GA STRAP "' OR U—BOLT ���. PIPE HANGER ROD CLIP SPECIFIED PIPE SHIELD BUILDING CONCRETE STRUCTURE I ILTI KB TZ 21-"0 ANCHOR BOLT 3i EMBEDMENT UNISTRUT P1000T WITH CHANNEL NUT \--JAMB NUT — MAXIMUM ROD LENGTH FOR INSULATED PIPE SPECIFIED HANGER ROD AND LONGITUDINAL BRACING SPECIFIED PIPE HANGER PIPE SIZE HANGER ROD SIZE MAX. WEIGHT PER HANGER MAXIMUM PIPE SUPPORT SPACING MAX LONGITUDINAL SEISMIC BRACE SPACING MAX TRANSVERSE SEISMIC BRACE SPACING LONGITUDINAL/TRANSVERSE BRACE SIZE 1/2"-1-1/2" 3/8" 610 LBS 6'— 0" -- -- -- 2"-3" 1/2" 730 LBS 10'— 0" 80'-0" 40'-0" L2Y2"x2Y2"x16GA 4"-5" 5/8" 810 LBS 12'— 0" 80'-0" 40'-0" L2Y2"x2Y2"x16GA 6" 3/4" 1250 LBS 12'— 0" 40'-0" 40 —0' ' L2Y2"x2Y2"x 12GA NOTES 1. SUPPORT PIPES AT INTERVALS INDICATED AND AT EACH CHANGE OF DIRECTION. FOR CAST IRON NO —HUB PIPING REDUCE SUPPORT SPACING TO 4' MAXIMUM. 2. MULTIPLE PIPES MAY BE SUPPORTED ON A COMMON TRAPEZE SIZE AND SPACING, TRAPEZE SIZE AND SUPPORT SPACING SHALL BE GOVERNED BY CUMULATIVE WEIGHT OF SUPPORTED PIPING. 3. SEISMIC SUPORTS ONLY REQUIRED FOR PIPING DIAMETERS 2-1/2" OR GREATER HANGING MORE THAN 12" FROM CONNECTION TO STRUCTURE. BRACE PIPING LONGITUDINALLY AND TRANSVERSELY ACCORDING TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PLUMBING AND PIPING SYSTEM. FOR CAST IRON PIPING, PROVIDE SEISMIC BRACING AT EACH CHANGE IN DIRECTION OF 90 DEGREES OR GREATER IN ADDITION TO THE SPACING ABOVE. 4. SEE STRUCTURAL CALCULATION ON STRUCTURAL DWG FOR MAX. LOAD PER JOIST. !z' PIPE SUPPORT & BRACING DETAIL \ pO. 1 SCALE: N.T.S. HIGH WATER LEVEL RIM OF SINK OR THE COUNTERTOP 90° BRING VENT UP AS HIGH AS POSSIBLE VENT I SINK l 1 WASTE CLEANOUT 45°(TYPICAL) VENT UP IN WALL WALL VENT CLEAN OUT FINISH FLOOR "Y" FITTING FOOT VENT BELOW FLOOR %s\ ISLAND SINK VENTING DETAIL \ po , SCALE: N.T.S. 2" HWS TWH-4 I-D TWH-3 J- TWH-2 T HOSE BIBB TWH-1 EXP TANK. BUREAU fMIC-6 MANIFOLD CONTROLLER FOR TWH-1 CP- AIR RELEASE VALVE (Y2" VALMATIC 15A OR EQUAL MEETING LEAD-FREE REQUIREMENTS) REMOTE CONTROL D4 r 2" GAS D4 1" HWR 2" CW TANKLESS WATER HEATER ARRAY PIPING DIAGRAM PERMIT SET BUILDING PERMIT REV. 01 06/30/2017 ENGINEERS DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P0.1 ISSUE PERMIT SET DATE 04/24/2017 06/30/2017 14" VENT WALL 3/4" CONDENSATE DRAIN CLEAR PLASTIC HOSE P-TRAP CLEANOUT PLUG WCO W/ COVER 2" WASTE FLEXIBLE RISER ANGLE STOPS (2 CONDENSATE TAILPIPE CONNECTION T).2 SCALE: N.T.S. PACK SPACE BETWEEN PIPING AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS LABORATORIES FOR THROUGH PENETRATION FIRE STOP SYSTEMS. MATERIALS, METHODS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH UL APPROVED LISTING AND SHALL BE DESIGNED TO ACT AS A FIRESTOP AS WELL AS A COLD SMOKE, NOXIOUS GAS AND WATER SEALANT. SUBMIT LISTING NUMBERS AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED. INSULATE PIPERS 3 FEET TO EITHER SIDE OF PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANCE DIRECTORY IF REQUIRED TO OBTAIN THE T- AND F- RATINGS. WALL AND FLOOR PIPE OR INSULATED PIPE FIRE BARRIER - "3 PRODUCTS INC." FIRE BARRIER CAULK CP25 WB+, CP 25WB, CP 25 N/S AND S/L, FIRE BARRIER 2000+, 2000+ AND 2003 SILICON SEALANTS, MOLDABLE PUTTY. PIPE COVERING FOR FAME RETARDANT POLYPROPYLENE ACID WASTE PIPING FIRE STOPPING ASSEMBLY. STEEL COLLAR FOR FRPP FIRE STOPPING ASSEMBLY. PACKING MATERIAL FOR FRPP FIRE STOPPING ASSEMBLY CONSTRUCTION TYPE THROUGH PENETRATION FIRESTOP SYSTEM NUMBERS CONCRETE FLOORS CAJ1007 (F-2, 3, 4 HR; T-0 HR), CAJ 1010 (F-2 HR; T-0), CAJ 1012 (F-1 HR; T-0 HR), CAJ 1 017 (F-2, 3 HR; T-0 HR), CAJ 1021 (F-3 HR; T-0 1.5 HR), CAJ 1027 (F-3 HR; T-3 HR), CAJ 1044 (F-2, 3, 4 HR; T-0 HR), CAJ 1058 (F-3 HR; T-3 HR), CAJ 1063 (F-3 HR; T-0.5 HR), CAJ 1 1 12 (F-2 HR; T-0 HR), CAJ 1 175 (F-2 HR; T-0 HR), CAJ5001 (F-1.5, 2, 3 HR; T-0, 0.5, .75, 1 HR), CAJ5002 (F-2, 3 HR; T-0, 0.5, 1 HR), CAJ5003 (F-2 HR; T-0.5, 1 HR), CAJ5024 (F-2, 3 HR; T-1, 1.5 HR), CAJ5060 (F-2, 3 HR; T-0 0.75, 1, 1.5 HR), CBJ 1020 (F-4 HR; T-0, 0.75, 1.5 HR) FOR FLAMERETARDANT POLYPROPYLENE ACID WASTE PIPING USE SYSTEM NO FA. 2002 (F-1, 1.5, 2 HR; T-1 , 1.5, 2 HR) CONCRETE OR MASONARY WALLS CAJ 1001 (F-3 HR; T-0 HR), CAJ 1017 (F-2 HP; T-0 HR), CAJ 1021 (F-3 HR; T-0 1.5 HR), CAJ 1 Q27 (F-3 HR; T-0 HR), CAJ 1044 (F-2, 3, 4 HR; T-0 HR), CAJ 1058 (F-3 HR; T-0 HR), CAJ 1063 (F-3 HR; T-0.5 HR), CAJ 1 1 12 (F-2 HR; T-0 HR), CAJ 1 175 (F-2 HR; T-0 HR), CAJ5001 (F-1.5, 2, 3 HR; T-0, 0.5, 1 HR), CAJ5002 (F-2, 3 HR; T-0, 0.5, 1 HR), CAJ5003 (F-2 HR; T-0.5 1 HR), CAJ5024 (F-2, 3 HR; T-1, 1.5 CAJ5060 (F-2, 3 HR; T-0, 0.75, 1, 1.5 HR), CBJ 1020 (F-4 HR; T-0, 0.75, 1.5 HR) REVIEWED BURLINGAME BLDG DEP This plar check shall construed to be a pe For, or a Id approval o violation of the provisi Burlingame Building C APPROVAL PENDING FIELD INSPECTIO REVIEWED BY D HR), GYPSUM WALLBOARD/ STUD WALLS WL1001 (F-1, 2, 3, 4 HR; T-0, 1, 2, 3, 4 HR), WL1002 (F-1, 2 HP; T-0 HR), WL1003 (F-1, 2 HR; T-0 HR), WL2002 (F-1, 1.5, 2 HR; T-0.75, 1, 1.5, 2 HR), WL2003 (F-1, 2, HR; T-1 , 2 HR), WL2004 (F-2 HR; T-0.75, 1.5, 2 HR), WL2005 (F-1, 2 HR; T-O, 0.75, 1, 1.5, 2 HR), WL5001 (F-1, 2 HR; T-1, 1.5 HR), WL5002 (F-1, 2 HR; T-1, 2 HR) PENTRATION OF RATED PARTITION DETAIL P02 SCALE: N.T.S. BUILDING PERMIT REV. 01 / l ENGINEERS 4TMENT it be nit any is of des NAL rr M19582 EXP. 9/30/17 McCHPN I00' DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 ISSUE PERMIT SET BUILDING PERMIT REV. 01 A DATE 04/24/2017 06/30/2017 L2” W BELOW FLOOR. �i N UNIVERSAL i UNI VE /ii 2" 141 @ CEILING. 3" W BELOW FLOOR 3" W FROM SPRINKLER TEST DRAIN STANDPIPE. ROUTE PIPING TO AVOID PASSING ABOVE MAIN ELECTRICAL SWITCHBOARD 3" W @ CEILING [2 DFU] 5"0 WASTE TO CIVIL CONN. IN STREET. S.C.D. FOR CONTINUATION. L CONNECT 4" DRIVEWAY TRENCH DRAIN i`� ^_.:. �.; - .:.. TO NEARBY CIVIL SD LATERAL. SP IN CATCH BASIN IN ELEVATOR PIT (30"0x32") 1Y2" _V U�o 1Y4" V UP TO GARAGE BASEMENT CEILING. 5" W @ CEILING [209 DFU] I 111=1 Min MIMI OMsb a IMMIX SION AL 1Y2" W FROM PUMP OUTLET UP TO CEILING W/ 'CHECK VALVE & GATE VALVE ON WALL. 1 Y2" V UP TO GARAGE BASEMENT CEILING. ELEVATOR PIT SUMP PUMP CONTROLLER. 12" W BELOW FLOOR. _MM UMW 1,11111111I MIN UI .RSAL 1Y2 V UP TO GARAGE BASEMENT CEILING. 2" W FROM FD IN 1ST FLOOR GARAGE. 1Y2" V BELOW FLOOR. 4" W @ CEILING [103 DFU] 1Y2" FORCE MAIN CONNECTS TO TOP OF GRAVITY LINE. 4" W @ CEILING [106 DFU] 1Y2" FORCE MAIN CONNECTS TO TOP OF GRAVITY LINE. 1Y2" W FROM PUMP OUTLET UP TO CEILING W/ CHECK VALVE & GATE VALVE ON ! WALL. [40 DFU EQ.] 3" W FROM SPRINKLER TEST DRAIN STANDPIPE. 2" V UP 4" W UP [102 DFU] 9 4" W @ CEILING [103 DFU] 2" W FROM FD IN 1ST FLOOR GARAGE. ) 1Y2" V UP 4" W UP [64 DFU] SP CONTROL PANEL SAL T I 1 1 1. 1 1 1 1 I �-1YZ gyp. L_ SHEET NOTES PROVIDE 3" STAND PIPE W/ TRAP, TRAP PRIMER, & 1Y2" VENT FOR FIRE SPRINKLER DRAINAGE CONNECTION. COORDINATE EXACT LOCATION FOR STAND PIPE WITH FIRE SPRINKLER CONTRACTOR IN FIELD. MOM .dam. .w :moo a \i UNI VERSA L 11 UNI VERSA L L 1 V BELOW FLOOR. 2" W BELOW FLOOR. 1 W @ CEILING. t r 2" W FROM FD IN PI 1ST FLOOR GARAGE) M y O 'LAMMMOM Mel ONE REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shalt not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE 3 OCT ENGINEERS co 0 0) m U_o I-0 W O N HU�Ln ' \ Z v Q ^ �n F-� co V z • X -CL 9582 EXP, 9/30/17 DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P1.0 \f� 2 3 4 ISSUE PERMIT SET BUILDING PERMIT REV. 01 n DATE 04/24/2017 06/30/2017 A 5"0 WASTE TO CIVIL CONN. IN STREET. S.C.D. FOR CONTINUATION. S.M.D. 3/4" PRIMARY CD (PUMPED) 3/4" CONDENSATE DRAIN DOWN. DAYLIGHT PRIMARY CD (PUMPED) INTO LANDSCAPING PLANTER & SECONDARY CD (GRAVITY) ON PATIO NEAR PLANTER. 3"0 SD TO NEARBY CIVIL LATERAL. S.C.D. r- _::_ _ 1111101 MINI SEES STAIR #2 1001 • FOF W PIPING IN BASEMENT CEILING. 1_03B'i n 1%2" V 3/4." SECONDARY CD (GRAVITY) ARNal. -.. <I . 4" W @ CEILING [81 DFU] 0 WV GA -RAG W @ CEILING [43 DFU] W @ CEILING [20 DFU] 1)/2" V DN 4" W DN [ 102 DFU] 4" W [36 E `c 16 3" W @ CEILING [21 DFU] @ CEILING FU] 4" W @ CEI [27 DFU] LING 3" W @ CEILING [9 DFU] (2) 1)/2" V UP (3) 1/2" V DN 1Y2" V UP INSIDE COUNTER PONY WALL IN UNIT BELOW. "Itisa3nINn \II SHEET NOTES RAINWATER LEADER TIES TO NEARBY SD SYSTEM AT GRADE. PROVIDE CLEANOUT AT BASE OF LEADER PRIOR TO CONNECTION TO HORIZONTAL DRAIN. S.C.D. FOR CONTINUATION. PROVIDE 3" STAND PIPE W/ TRAP, TRAP PRIMER, & 1)/2" VENT FOR FIRE SPRINKLER DRAINAGE CONNECTION. COORDINATE EXACT LOCATION FOR STAND PIPE WITH FIRE SPRINKLER CONTRACTOR IN FIELD. 3" W @ CEILING [15 DFU] W V 18 RWL UP WV 1 BURLINGAME REVIEWED BLDG DEPARTMENT This plan checks construed all not be ed to be a Permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL REVIEWED INSPECTION ED By --- DATE ENGINEERS co 0 O) 0 HO W (3 ' N- �zLn Q _Et LC) co o z • X Lc) Wdw uJ Lu > Ncs O o O U W Q Q O CD M z 0) Et J 1 m O) 0 0 J L.L H U) Q Z o-L.LJ C� > Z_ °S CO LLJ 2 ~ _J a_5 ,NS IU M1 58 EXP. 9/30/17 MFCNPN IC- . DATE 02/03/2017 DRAWN RML JOB M16-143R.1 3" RWL DN 1 Z ®! e _ice'.®_s UMW OW= MEM 1 6 NMI NM NM I- Al W/V OO--<RIDOR 2000 1 1 3/4" CD ■N=. ®'. i/MU MEM EMUmil,. - - MOM MEW O VA o o t - _J Iu I SHEET NOTES PROVIDE LOOP VENT ROUTED TO NEAREST WALL FOR ISLAND SINK. SEE 3/P0.1 FOR ISLAND SINK VENT DETAIL. V 3/4" PRIMARY CONDENSATE DRAIN TO DISCHARGE INTO SINK TAILPIPE PER DETAIL 2/P0.2. RAINWATER LEADER DOWN EXTERIOR OF BUILDING & TIES TO SD SYSTEM AT GRADE. S.C.D. FOR CONTINUATION AT GRADE. UV V 18 S.M.D. ISSUE PERMIT SET BUILDING PERMIT REV. 01 / \ [DATE 04/24/2017 06/30/2017 ENGINEERS co 0 O CN W O ti W CO , cV I-zI Lo _ < LC) o z • X CO d 3 RWL DN. RWL DN 1Y2" V INSIDE WALL FROM BELOW. OFFSET TO JOIN V RISER IN CHASE. OFFSET WASTE IN BOTTOM OF CHASE TO AVOID CONFLICT WITH MECH. DUCTWORK IN GARAGE CEILING BELOW. i� 0 w ,v w/v 10 S.M.D. S.M.D. C� 0 riEV1EWWED FOR t UUL. OCT 30 BUREAU VERITAS BORE. REVIEWED BURLINGAME BLDG DEPARTMEN This plan check shall not he construed to be a permit For, or and approval Of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE 7— a) CO M19582 EXP. 9/30/17 ISSUE PERMIT SET BUILDING PERMIT REV. 01 A 3" RWL DN _-'.! T A 02 a"�11 11 1 W/v 1- 3" RWL DN. S.M.D. �C CORRIDO F_. 3000 r i W/V 14 I R / EMI=-� MUM IMMO--11111111111111 \N V L SHEET NOTES PROVIDE LOOP VENT ROUTED TO NEAREST WALL FOR ISLAND SINK. SEE 3/P0.1 FOR ISLAND SINK VENT DETAIL. 3/4" PRIMARY CONDENSATE DRAIN TO DISCHARGE INTO SINK TAILPIPE PER DETAIL 2/P0.2. RAINWATER LEADER DOWN EXTERIOR OF BUILDING & TIES TO SD SYSTEM AT GRADE. S.C.D. FOR CONTINUATION AT GRADE. S(F3-0C J% C vV /V 1" 0 RWL DN S.M.D. Old BUREAU VERITAS I. l C BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a Oerrnit For, or and approval It any violation of the provisions of Burlingame Buiidin C APPROVAL PENCIN ors ' FIELD INSPECTION INAL REVIEWED QYDATE ENGINEERS U BURLINGAME, CA 94010 0 0 LL 0 M Q J Z 0_ LLJ C� > Z M_ o5 00 W 2 01- J Q a M19582 EXP, 9/30/17 MFCHPN 1 \ . DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P1.3 ISSUE PERMIT SET BUILDING PERMIT REV. 01 A 04/24/2017 06/30/2017 3" RWL DN 1 I I I MINII r iiiiiiii Lt 1111111111111 111111 MINI _1,,,�if —_1l a NMI =II SUN MIN NM ME MI MM.' MINIM IMO 811111111 MIME 3" RWL DN. COMBINE SD &- OVERFLOW AT VERTICAL ! I SECTION OF RISER. n I I S.M.D. 40 W/V 1 w u CORRIDOR 4 0C n 0 C` I W/V 14 r NM I I I I I I I I I 00 0! 0 000 NM MIN NM MEI NM AM Mil OM 0 WV V I"L TO SHEET NOTES PROVIDE LOOP VENT ROUTED TO NEAREST WALL FOR ISLAND SINK. SEE 3/P0.1 FOR ISLAND SINK VENT DETAIL. 3/4" PRIMARY CONDENSATE DRAIN TO DISCHARGE INTO SINK TAILPIPE PER DETAIL 2/P0.2. RAINWATER LEADER DOWN EXTERIOR OF BUILDING & TIES TO SD SYSTEM AT GRADE. S.C.D. FOR CONTINUATION AT GADE. C S.M.D. 40 3" RWL DN S.M.D. REVIEWED BURLINGAME BLDG DEPARTMENT This plan ch*-ck shall not be construed to be a permit For, or an, approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE ENGINEERS M0 "'OR CODE CO► ^LcR"" .,T 3 0 2011 ;TAS WORT!': DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P1.4 ISSUE PERMIT SET BUILDING PERMIT REV. 01 ! \ DATE 04/24/2017 06/30/2017 I I I I I I I I I I I L-. I 1 N M'. ,M '.. '..® sk7 EMI I I 1 LLU IL It 1 Y2 Il /' R D & OD (ZURN Z165) S.M.D. 501 C�I it II I I iI II I II II II II I I III III lI 111 II II W/v 16 3/4” CD W/v 14 2" VTR I 11111111111111 1•111111111 MINIM T D 5 1 SHEET NOTES O PROVIDE LOOP VENT ROUTED TO NEAREST WALL FOR ISLAND SINK. SEE 3/P0.1 FOR ISLAND SINK VENT DETAIL. 3/4" PRIMARY CONDENSATE DRAIN TO DISCHARGE INTO SINK TAILPIPE PER DETAIL 2/P0.2. RAINWATER LEADER DOWN EXTERIOR OF BUILDING & TIES TO SD SYSTEM AT GRADE. S.C.D. FOR CONTINUATION AT GRADE. II 1Y2„ V III II I l Ii I I I, —3" VTR [48 DFU] ---,1111.. 11111111111111 - I AD RWL DN uu/v 17 W V 10 3" VTR D F BORE/. / 0 BURLINGAME BLDG D DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED g y DATE ENGINEERS 0 0 —J I IC) Q Z o- W 0 > Z_ m w J a DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P1.5 ISSUE PERMIT SET —1Y2" VTR [8 DFU] r-. 2" VTR [46 DFU] SHEET NOTES RAINWATER LEADER DOWN EXTERIOR OF BUILDING & TIES TO SD SYSTEM AT GRADE. S.C.D. FOR CONTINUATION AT GRADE. —3" VTR [46 DFU] W V 17 2" VTR [21 DFU] CURET - r J BURLING REVIEWED AME BLDG DEPARTMENT This Plan check shall not be Fo construed to be a permit violation approval of any Burlin of the provisions cf me Building Codes APPROVAL PENDING FINAL REVIEWED BYNSPECT►ON DATE BUILDING PERMIT REV. 01 / \ ENGINEERS DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P1.6 ISSUE PERMIT SET BUILDING PERMIT REV. 01 / \ DATE 04/24/2017 06/30/2017 ROOF 5TH FLOOR 2Y2" V [27 4TH FLOOR W/V 5 0 DFU] 1Y2„ V--cr 2" V [21 DFU] W/V 4 1Y2" V—cr -I BT 2" V [1 8 DFU] LAV Y2„ _r- W/V 3 V— T 2" V [9 DFU] WC W/V 14 2" VTR [46 DFU] RID I /V 2 ) w/D 1Y2„ V� 1 2" V [9 DFU] 1Y2" V 1 WC 2" 2" V W/V 15 BTI- 2" V IW/D [19 DFU] I " w/D BT LAV LAV 2" V 2" V LAV W/V 16 2" W KS KS W/V 1 1Y2" VTR [8 DFU] I b I c 1Y2„ V ---� 3RD FLOOR / L H BT N LAV N WC N WC 1Y2" v BT LAV J KS ROOF 5TH FLOOR 4TH FLOOR // N- 2Y „ W 2 KS 2" W 2ND FLOOR 1Y" 2 H BT KS 3RD FLOOR LAV 3" W WC 3" W w/D L_ 3" W WC BTI- 212„ W w/D LAV J 8' MINIMUM FOR SUDS RELIEF. W/V 5 1ST FLOOR \ \ W/V 4 W/V 3 0 // 2Y2„ W KS 1Y2" V KS 1 Y2" w 4" W [81 DFU] 2ND FLOOR W/V 2 8' MINIMUM FOR SUDS RELIEF. W/V 1/1 8' MINIMUM FOR SUDS RELIEF. FD BASEMENT \\ 8' MINIMUM FOR SUDS RELIEF. W/V 16 _s W/V 1 8' MINIMUM FOR SUDS RELIEF. 3" SPRINKLER TEST DRAIN STAND PIPE. 1ST FLOOR FD B FD 1Y2„ w 3" BASEMENT 0 BURLINGq E B /EWE0 This Plan DG DEPARTMENT construedcheck shall not b For an approval to be a permit violation of oval N any Burlingame etheprovisionsof APPROV Building C Al G PENDIN ors REV/EWE B INsPECTION NAB ----_SATE ENGINEERS L) co 0 0) 0 U_o I— O ' W 0 r N- U - Z cnQ�� o Z• vX Lc-)u.) w w `i? Oc' Q Ur U W 0 Q � CD M z � J i co 0) Z W 06 co F- Z2 Qcc Q Z Q ca 2w J 0_ Q DATE 02/03/2017 SCALE AS NOTED DRAWN RML JOB M16-143R.1 P1.7