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HomeMy WebLinkAbout1632 Skyline Boulevard - PlansMR. + MRS. PHILIPS 1632 SKYLINE BLVD. H BURLINGAME, CA 94010 1 ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA SHEET INDEX () - FUTURE BUILDING SHEETS o & And EXH Exhaust PBD Particle Bd. Duplex convenience outlet 8c plate APN #: :025-364-190 T1.0 TITLE PAGE MECHANICAL + ELECTRIC DRAWINGS z d Penny EXP Expansion PFB Prefabricate(d) ME2.0 MECH. +ELECT PLANS Cn a Angle EXPO Exposed PL Plate (line) Floor convenience outlet LOT AREA: F:7,E600 SQ.FT. GN GENERAL NOTES 0 GF' S�/�/ CONSTRUCTION BEST MANAGEMENT PRACTICES ME3.0 MECH. + ELECT. CUTSHEETS W @ At EXT Exterior PLAS Plaster GRID LINE REFERENCE GFI duplex convenience outlet 0 FAR AS BUILT/ PROPOSED FAR ME4.0 TITLE-24 -P E C Center line FBO Furinshed by PLYWD Plywood Fourplex outlet ME4.1 TITLE-24 CONT. Q W O Dia. or round Owner PNL Panel(ing) BLDG &WALL SECTION REFERENCE (E) FAR A1.0 SITE PLAN Arrow indicates direction of view Duplex conv. outlet, 1/2 hot, 1/2 switched Perpendicular FDN Foundation PNT Paint(ed) (E) MAIN HOME = 2,208.5 SQ.FT. �+ Letter indicates building section 220V amerage as per equipment _ ARCHITECTURAL DRAWINGS STRUCTURAL DRAWINGS U H # Pound or No. FIN Finish PR Pair _ (E) COVERED TERRACE - 229 SQ.FT. Sheet number WP S1 ROOF FRAMING PLAN +FOUNDATION PLAN � q FL Floor (line) PRCST Pre Cast � GFI/W.P. weatherproof outlet (E) ATTACHED GARAGE = 471 SQ.FT. A2.0 PROPOSED FLOOR PLAN H DETAIL REFERENCE S2 STRUCTURAL DETAILS a AB Anchor Bolt FLASH FlashingPT Pressure Treated A2.1 PROPOSED ROOF PLAN Number indicates wall section Flush mounted floor & ceiling outlet TOTAL: = 2,908.5 SQ.FT. S3 DETAILS AND GENERAL NOTES ABV Above FLOUR Fluorescent Sheet number `-OO .Junction box A3.0 AS BUILT/ PROPOSED FRONT ELEVATION AC Asphalt Conc. FLX Flexiable QT Quarry Tile A3.1 AS BUILT/ PROPOSED REAR ELEVATION ACOUS Acoustical FOC Face of Conc. EXTERIOR ELEVATION REFERENCE Television outlet (N) FAR A3.2 AS BUILT/ PROPOSED LEFT ELEVATION ADH Adhesive FOF Face Of Fin. R Riser 00000 Arrow indicates direction of view Q Telephone outlet & plate A3.3 AS BUILT/ PROPOSED RIGHT ELEVATION U (p N CD `D ° 0 � ADJ Adjustable FOX Face of Stud RAID Radius Sheet number Flood light 1 A5.0 CONSTRUCTION DETAILS o00000 AGG Aggregrate FO Finished Opening REINF Reinforce AL Aluminum FPL Fireplace RELO Relocate A INTERIOR ELEVATION REFERENCE { Ceiling fixture (E) MAIN HOME = 2,208.5 SQ.FT. AP Access Panel FTG Footing REMO Remove Arrow indicates direction of view Wall light (E) COVERED TERRACE = 229 SQ.FT. APX Approximate FURR Furring READ Required D B Letter indicates building elevation = pp g q � Porclein recepticle w/ pull chain (E) ATTACHED GARAGE 471 SQ.FT. � E, FUT Future RESIL Resilient Sheet number CH - W W BD Board RO Rough Opeing c --- Indirect cove lighting (N) ADDITION - 131.5 SQ.FT. TITLE SYMBOLS BEL Below GA Gauge RWD Redwood Number indicated elevation, wall section 0 Recessed ceiling can lights TOTAL.- = 3,040 SQ.FT. BILK Block(ing) GALV Galvanized or detail 0-> 4" recessed low voltage w/ directional trim BM Beam GB Grab Bar SSD See Struct. Dwg. Sheet number X Recessed ceiling light BOT Bottom GI Grab Iron SH Shelf BRK Brick GL Glass/Glazing SHR Sheathing _ EXT. DOOR & WINDOW SYMBOL ® FAN Waterproof ceiling fan/light 8, plate BS Both Sides GR Grade (Ground) SIM Similar Indicates door & window number Recessed waterproof exterior up light pq F-W 70 BTWN Between GYP Gypsum SLR Sealer f INTERIOR DOOR SYMBOL u� Single pole switch SPEC Specification O Indicates door number CAB Cabinet HBD Hard Board SQ Square 3 way switch l -- Switch w/dimmer CEM Cement HD Heavy Duty SLID Standard REVISION SYMBOLS 40 �n CER Ceramic HDR Header S. STL Stainless Steel Cloud around revision Door activated switch BUILDING + PUBLIC WORKS NOTES: CI Cast Iron HWD Hardware O � COLOR /MATERIAL SYMBOL �� Motion detector CLG Ceiling HOR Horizontal SUSP Suspended Number indicates color and / or material Timer (switch) CLKG Caulking SYM Symmetrical 1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. PLEASE CLR Clear INT Interior ROOM REFERENCE ; Vacancy sensor w/ dimmer "manual on" CONTACT PUBLIC WOKRS @ 650.558.7239 CD CMU Conc. Mas. Unit INSUL Insulation T Tread BED RM:-Room name Vacancy sensor "manual on" 2. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED. NOTE: AN INITIAL FIELD INSPECTION IS � 203 Room number REQUIRED PRIOR TO START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR /N THE PUBLIC RIGHT-OF-WAY CNTR Counter TB Towel Bar �� Weatherproof switch COL Column JST Joist TEMP Tempered COMPO Composition JT Joint T&G Tougue & Groove MATCH LINE, SHADED SIDE IS Countertop air switch CONC Concrete THRU Through CONSIDERED @ Doorbell pushbuttonLn I CONN Connect(ion) LAM Laminate TOS Top of Surface WORK, CONTROL, OR DATUM POINT Chime �Q� N CONST Construction LT Light TPD Toilet Paper PROPERTY LINE 0 Smoke detector SCOPE O F WORKCD CONT Continuous LVR Louver Dispenser CPT Carpet TYP Typical - - - - - - SETBACK LINE Thermostat a - 9 a a z MAS Masonry Special outlet 1. BATH 1 REMODEL + H p, DBL Double MC Medicine Cabinet UON Unless Otherwise 1a EXISTING CONTOURS s Instant start florescent light 2. (N) BATH 2 ADDITION 3 a o DEMO Demolish MECH Mechanical MECH Noted �- 0 -1 a N 36' ETC Landscape light 3. UPDATED LIGHTING PLAN DF Douglas Fir MEMB Membrane UNF Unfinished DIA Diameter MFR Park City, UT 84098 Manufacturer 92 NEW OR FINISHED CONTOURS (� Electrical panel board Park SILVER SPRINGS DRIVE DIAG Diagonal MIR Mirror VERT Vertical E Existing , Ph: 415.819.0304 DN Down MNT Mount(ed) VG Vert. Grain E-mail: TIM@FORMONEDESIGN.COM S�' DR Door MTL Metal TOP OF WALL DE Delete existing IDS Down Spout WB White Brothers RE Replace existing DRA Drawer NIC Not in WD Wood TOP OF CURB G Gas outlet VICINITY MAP Contract WDW Window �G� Hose bib EA Each NTS Not to Scale WI Wrought Iron ce Hg EL Elevation W/O With (out) Q�h TOP OF PAVEMENT RCD FD Ceiling/floor supply register s ELEC Electrical 0/ Over WP Waterproof RFD Ceiling/floor return register ENCL Enclosure OC On Center WR Water Resistant Wall diffuser EQ EQPT Equal Equipment OPNG OPP Opening Opposite WSCT Wainscot FIXTURE OR EQUIPMENT SYMBOL c T.V./Computer Outlet TAX C00E' AREA, - x6,�„{�W r forms one EW Each Way Central vacuum inlet vsT x �a7,I� DES] (EX) Existing P Plastic Automatic garage door switch ZONING. R-1 �a33 PAR Parallel 1 G Alarm control keypad 0 J Q '^.1-� 0 31 Q. A �'�] 35 zz is J 14 3 362 361 MATERIAL SYMBOLS APPLICABLE CODES CONSULTANTS ° c� 32° %� o o fl o RIY�R Bituminous paving Metal 1 Sand/ Mortar/ Plaster 2019 California Building Code DESIGNER STRUCTURAL � DR. srao Batt insulation Metal Lath I Wood frame construction 2019 California Residential Code FORM + ONE DESIGN GENERAL DESIGN CONTACT TIM RADUENZ ATTN GEORGE WONG 1� ro 2019 California Plumbing Code 4843 SILVER SPRINGS DRIVE 317 E. 39TH AVE. S/ . a f n 8 7 Brick Veneer �� Marble tile r�-1 Existing construction 9 50 49 k '; K 24 _ 29 2019 California Mechanical Code PARK CITY, UT 84098 SAN MATED. CA 94403 �, i �r,,, 28 Stone Veneer = = = = = Earth C _ Existing const. removed PHONE: 415-819-0304 Al PHONE: 650-578-9168 �°"� '5' ' 27 2019 California Electric Code TIM@FORMONEDESIGN.COM 25 a g m i A9 :�• Concrete Wood Precast concrete 2019 California Energy Code OWNERS TITLE 24 S � �w �� (� N O Q RICK ROCKLEWITZ `a pa. erao �� XRar - 7lai sav m 30 31 32 .i3 34 35 36 363 w M w O i O G) ro W 'T.,7� Concrete Block Steel Rigid insulation 2019 California Fire Code MR.+ MRS. TOM PHILIPS 5 f S 52 oz ' 3 !9•vj•� Qa Aoe IA. Gravel / Rock fill Plywood Gypsum board CITY OF BURLINGAME MUNICIPAL CODE 1632 SKYLINE BLVD.PO BURLINGAME, CA 94010 NRG COMPLIANCE INC. BOX 3777 �� o >el 47 h � r g ARG41eZL0 � 2019 California Green Building Standards Code CAL GREEN BUILDING CODE CHECKLIST: Single Family to be attached to jobsite building set SANTA ROSA, CA 95402 PHONE:707-237-6957 �� 140, C3 Ja ' �' "'" � �� 7� �°'' § O a 3s - 37 rum (D D $ + Wl GREEN BUILDING MEASURE " 364v" u sxrr 41 x rasa 1. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BY THE BUILDER AND INSTALLED AT_,f 46 45 44 N THE TIME OFFINAL oINSPECTION, 2019CGC §4.304.1 CONSTRUCTION HOURS EXTERIOR FINISHES Grp � � ( '�'' �60 B/ 62, 63 64 `oq 40 2. A MINIMUM OF 60 /o OF THE NON- HAZARDOUS CONSTRUCTION AND DEMOLITION WASTER GENERATED AT THE SITE WILL BE of 59 $ DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME ORDINANCE + 2019 CGC §4.408 4 $ a a $ © 3. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2019 CGC §4.410.1 1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING). DEMOLISH, ALTER WALL FINISH: (E) STUCCO (PROTECT) REPAIR 4. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, €� E� SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LIS 7ED WHERE NEEDED 3 ,KARGARtTA AVE. a I J� R - 9 2020 (l BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2019 CODE REQUIREMENT.2019 CGC §703.1 BELOW. ROOF CLASS A, ARCHITECTURAL ASPHALT �,,..� �,.u� 5. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE CONSTRUCTION HOURS SHINGLES y E OF BURLINGAME HEATING, COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE WEEKDAYS: 8:00 A.M. - 7:00 P.M. WINDOWS: (E) WOOD CLAD WINDOWS _ v Z„ o� CDD-t�E l�tl'IIv'sNM7 COVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE TO MATCH SIERRA PACIFIC OR EQ� � Q n8X2N �N ■ PLANK 0 N 0 CD CD 4J CIO� Q a Q rn W H W H 3 Q � t-I N o M � N 0 U U o ,z w o AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1). SA I URDAYS: 9.00 A.M. - 6.00 P. M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED T160 (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS) DEFERRED S U B M I TALS HIDDEN CONDITION NOTES CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS NONE Sheet 1. Any hidden conditions that require work to be performed beyond the scope of the building permit issued AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. SITE Scale: for these plans may require further City approvals including review by the Planning commission. See Details MECHANICAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA MECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. MECHANICAL CONTRACTOR TO ACCEPT SOLE RESPONSIBILITY FOR PROPER DESIGN AND INSTALLATION OF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OTHER FOR SPECIFIC INFORMATION. 3. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO DESIGN AND INSTALL SUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH. CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE AND CONFIGURATION OF DUCTS AND REGISTER. SEE SHEET INDEX FOR LOCATION OF TITLE 24 CONFORMANCE WORKSHEETS AND ENERGY COMPLIANCE NOTES WITHIN THIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALL BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO AS NOT TO INTERFERE WITH USEABLE ATTIC STORAGE SPACE. 4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND IS SHOWN FOR DESIGN INTENT ONLY. 5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) & CPC. VERIFY DUCT SIZE WITH MANUFACTURER'S SPECIFICATIONS. 6. FURNACES OR BOILERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE (CMC) 7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SHALL BE LOCATED WITHIN THE UPPER AND LOWER 12 INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATE AND SHALL NOT BE OBSTRUCTED. 8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIRED BY CMC. WATER HEATERS TO BE SECURED WITH A MINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THE UPPER AND LOWER THIRD OF THE UNIT. 9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF INTERIOR CONDITIONED SPACES. 10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY OWNER. 12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OPENINGS INTO THE BUILDING AND BE PROVIDED WITH BACKDRAFT DAMPERS. 13. AT NEW FORCED AIR FURNACE INSTALLATIONS PROVIDE 3' MIN. WORKING SPACE ALONG EACH SIDE (WITH A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED), BACK AND TOP OF FURNACE. 14. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. PLUMBING NOTES: 1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY OWNERS. 3. ALL NEW WATER CLOSETS SHALL BE 1.28 GALLON/FLUSH MAXIMUM. 4. NO DISHWASHER MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIR -GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK OR DRAINBOARD, WHICHEVER IS HIGHER 5. (E) ON -DEMAND SYSTEM, CONFIRM WITH OWNER, RECIPROCATING PUMP AS OPTION. ELECTRICAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA ELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES. 2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED AT CRAWL SPACES AT OR BELOW GRADE, AND OUTDOORS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER (G.F.C.I.) PROTECTION. ALL RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER (G.F.C.I.) PROTECTION. 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. A DETECTOR SHALL BE INSTALLED ON EACH LEVEL OF A MULTI -STORY DWELLING, INCLUDING BASEMENT LEVELS. IN SPLIT-LEVEL OR MULTI -LEVEL FLOORS, A SMOKE DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES, SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS. WHEN THE VALUATION OF AN ADDITION OR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN AN EXISTING DWELLING, THE ENTIRE DWELLING SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR NEW DWELLINGS. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN EXISTING BUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIAL POWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION, REPAIRS, OR ADDITIONS REGULATED AS OUTLINED ABOVE. 4. TELEPHONE OUTLETS TO BE PREWIRED BY SUBCONTRACTOR. CONTRACTOR TO COORDINATE AS REQUIRED. VERIFY LOCATION OF ALL TELEPHONE OUTLETS WITH OWNER PRIOR TO INSTALLATION. 5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES, ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE MAINTAINED AT LEAST 24 INCHES APART. 6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12 FEET MEASURED HORIZONTALLY ALONG THE WALL. 7. PER CEC, AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM; IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGES, AND DETACHED GARAGES WITH ELECTRICAL POWER, AND OUTDOOR ENTRANCES OR EXITS. 8. PER CEC. LIGHTING FIXTURES LOCATED WITHIN CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. CLEARANCES SHALL BE AS FOLLOWS: A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12" B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9. ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDING NECESSARY TEMPORARY POWER. 10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND SWITCHES WITH OWNER PRIOR TO INSTALLATION OF ROUGH ELECTRICAL. 11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED AND PURCHASED BY OWNER. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 13, ALL INCANDESCENT LIGHTING FIXTURES RE t ,ESSED INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER PER 2019 CALIFORNIA ENERGY CODE AND RATED IC OR APPROVED EQUAL MEETING UL RATING OR OTHER TESTING /RATING LABORATORIES RECOGNIZED BY THE [CC. 14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW ELECTRICAL SHALL BE DESIGN -BUILD. NEW ELECTRICAL WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND APPLICABLE CODES, STANDARDS AND REGULATIONS FOR BUILDING LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR TO PROVIDE COMPLETE DESIGN -BUILD ELECTRICAL SYSTEM AS REQUIRED TO PROVIDE THE (NEW) SERVICE SHOWN (SCHEMATICALLY) ON THE DRAWINGS. GENERAL NOTES. - ALL WORK SHALL COMPLY W/ THE 2019 EDITION OF THE CA. BUILDING CODE AND ALL OTHER CODES AND REQUIREMENTS, IN THEIR MOST RECENT EDITION INCLUDING THE FOLLOWING: 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES AND TRANSPORTATION NECESSARY FOR A COMPLETE AND PROPER EXECUTION OF THE WORK IN AN ACCEPTABLE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY REQUIRED PERMITS FOR THIS OR HER WORK. 3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS, WORKMANSHIP, AND METHOD OF INSTALLATION SHALL MEET THE FOLLOWING CRITERION: CONFORM TO THE AMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCH STANDARDS EXISTS. 4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK REQUIRED BY THE BUILDING DEPARTMENT. 5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC. 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER FOR REVIEW. 7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED, (U.O.N.) 8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE WITHOUT APPROVAL FROM THE DESIGNER. 9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. 10. CUTTING AND DEMOLITION SHALL BE DONE BY METHODS, WHICH WILL AND WILL NOT JEOPARDIZE STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION AND WILL NOT DAMAGE PORTIONS TO REMAIN. 11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR, AS NECESSARY, ANY UTILITIES. INCLUDING BUT NOT LIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULED FOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR IN SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN FULLY OPERATIONAL. 12, IN GENERAL, THE OWNER RESERVES THE RIGHT TO RETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROM THE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BY THE OWNER ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST PROTECTION AND/OR BARRICADING REQUIRED TO PROTECT ADJACENT SPACES AND EXISTING FINISHES. CONTRACTOR OS RESPONSIBLE TO REPAIR ANY DAMAGES CAUSED BY CONTRACTOR OR THEIR SUB -CONTRACTORS. 14. PATCH AND REPAIR ANY DAMAGES TO FLOORS, WALLS, CEILINGS, HARDWARE, FIXTURES, WINDOWS, ETC. AS A RESULT OF THE DEMOLITION PROCESS. MATCH EXISTING ADJACENT FINISHES AS CLOSELY AS POSSIBLE. 15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF ANY MATERIALS AND/OR EQUIPMENT, OR WITH THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL CLARIFY THE QUESTIONS W/ THE DESIGNER BEFORE PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O THE DESIGNERS AND OR OWNERS APPROVAL. 16. TOTAL THICKNESS OF NEW WALLS SHALLMATCH THAT OF ADJACENT WALLS. 17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATION, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING REPAIRING, AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONE W/ APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 18. ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE BUILDING. ANY WORK THAT WILL DISTURB ANOTHER TENANT, ABOVE OR BELOW, OR IN THE FLOOR, SHALL BE PERFORMED MOST EXPEDITIOUSLY AND THE DISTURBED TENANT SHALL HAVE FULL USE OF THE PREMISE. 19. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE 'W/ JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. ANY CUSTOMARY AND NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED AND REQUIRED TO COMPLETE PROPERLY THE WORK OUTLINED SHALL BE FURNISHED, EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATION. 20. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION CLEAN-UP, DURING AND FINAL. 21. THE AMERICANS WITH DISABILITIES ART (ADA) IS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THESE PLANS AND ANY ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENT THE DESIGNER'S OPINION REGARDING ITS INTERPRETATION OF THE ADA AS IT APPLIES TO THE SUBJECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY OR ALL POSSIBLE INTERPRETATIONS OF THE ADA BY OTHERS. fA%i iesolrY AD Ql, O�;f??rUER[N , LMIE, 119W R WI.NNG PER 41 �t �t � 'tt` y rigf*� way, such, as street, sidewalk area,, public a �i� zn 1d ea; tVft 1 `t t an Encroachment Permit prior to staftftWork. For #,4&et3 nts at to i �-oachment Permit, visit: _Uft-p­sJ/www. Burlingame org/depart tits/pint works/encroachmeft t ntt hp ;, it �Cr w�tfirn_ right-of-waysl - imply w i;�ity&tiftards anti Deft Ilk, tand*d l t r�� !Awwbur%g-a-rqg. � d_� rMl vrlts.oi dew 3 'ir to projec_ 's iMJ 6 p`f,�Wklft-tht dty's NPDESpe ft-1-ft-te-gWrementsto prevot-09m,grater po1[:t 1i>i, T Alixtiifuctio'n'worksh>fe�ione in accordant�heostrreP7A �AApra;rf', Specifications=for PubIic O'rks Construction, the-Cslifomla RorlmwateT Qba'V "ice ' Stormwater�Best-Ivianagement Practice Handbook, andtfre-City of�rfita a i1 1 fin- discharge C ontrol Ordinance (Municipal Code Chapter 15.14). A copyW e' l 9-nistruction RMM,a:nagement Practices can be foundathttp://www.filow�_ v_„ oaf , ._ letion of t ie trdo (�, all .s_tormwater protection measures shall be entfrefyreM gg ali he left in a se table,acondition as existed before worlcstarted- -4 A datt ii-Ndl�t#*eg'rur; &TWand/&-icl 11-Ar=yF1KSrtg M-Mtwepwoftwfwii'' W 1I&Tq 0 rnf 5 fidnstructi6n hoursl6ff Wi Cify-PIi c right-of-ways. Ted�w._.__ fl�trt�t�s Wort -City Bq hetween 8:00 a.m. ah4,51M:p.r.. This: includes conshijefim Wmg: Fey IVlunicipal cbd g 0„ no storm, ,e 2T undergr�r Via!, ��g fro ! � g, or p rllbe affowed to drain to adjacent prpperties nors�to �iis watt t4m-bcted to sartttarysewer system. Regardless of the slope of tlra{ ce pr 9 *MiR,sball dralb-ibWeltherartifadMornaturalstorm drainage facilities by gn' R� ` water Unenne;atr� water mains fir services or fire line prc Were to be °. po1 r pro�rre�ar�d �a�'ial specf,���o�i;�t#ie ems""_f��partmehCe �aritfarrt�l - ��'ran'�e�r d€ferireervif.shali be scabi# tk Ieefft n,t Nd structum shall{ be bvik into V" fight -of -Way. l � bris/ptib apo ttainers t{ ation shall be on property. No wet garbs "ON tt rt ,may or tf 'ain syA -m, leis the respons bLE,l�p th ,0- m i a_nd/or contractor to notify Underground,S t ctr b for ri start ofa t X-Ovation work. CD N N 0 H N (n G1 Ln 1-0 0 0 0 0 0 0 o 0 0 0 0 0 W W � L7 ° U f-Q 0., U ° U 0 I o I Ln o N a a rn O � H x w U z 'n s i-I H (1 . F-H 4J N 1:1 H LD N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form¢ one DESIGN ■ PLANNING U M �_J a a 4� U N O u a GN PUBLIC WORKS NOTES Scale: NA Sheet Scale: See Details SAN MATED COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construct -ion 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 LJ 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 Ll 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. ❑ 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 or drop cloths 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, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) 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) 552-7550 (24 hours). Earthmoving ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Qualilh Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby 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. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. Ll Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint removal Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm 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 excess liquids 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. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering ❑ Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed.. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ 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 or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. S-1 0 a V) Q CD H 0 Cn a > 0-1 H a w w U H W � a S4 t H ace 0 X W _- N (1) d" Ln t9 a0000a 000000 a G C 0 N 0 rn i Qo CM Ln N CD 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form + one DESIGN ■ PLANNING SW 0 N I I 0 Sheet Scale: N.T.S. 0 N O V7 O .rr�nn VJ1 z 0 a Cn w a O CO H z 0 o u U z H Q a Q � cv m �v Ln �o 000000 O O o 0 0 0 N Ej WW T� rU) H H Q � o (2E) a U rt N O U 0) e� cV� \M1/ \' J r-I u CQ� N a FQ H FG xw w v z •• a x + a In4 N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM ---/ V-1, forms one DESIGN ■ PLANNING 0 N c—I I O C 1� V Q (V'� W ^ F V rn 1 • Ga 03 4-�--1 El Zip � �j ro + H • �T I�''� o ° o E-I a h FAR Sheet Scale: See Details I z _ � GENERAL NOTES &SCOPE 1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED. 2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT. 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS. 4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.3 5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS CAL GREEN SITE DEVELOPMENT 1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TO MANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMP PAGE IS SUFFICIENT. 2019 CGC 4.106.2 2. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGE PATH. 2019 CGC 4.106.3 3. ELECTRICAL VEHICLE (EV(CHARGING, PARKING SPACES: COMPLY W/ RELEVANT SECTIONS 2019 CGC 4.106.4 PUBLIC WORKS NOTES 1. A REMOVE/REPLACE UTILITES ENCHROACHMENT 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 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER =CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT -OF WAY. 2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. STORMWATER CHECKLIST NOTES 1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHER NON -POTABLE USE. 2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. 3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. 4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. 5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE -BASED DETENTION. 6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY. 7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT. 8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDE AND QUICK -RELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER. 10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS ARE ESTABLISHED. 11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. 12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION, AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER 14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL NECESSARY PERMITS. 15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS) 16. TRAP SEDIMENT ON -SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC. 17. DIVERT ON -SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (E.G SWALES AND DIKES) 18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON -SITE, EXCEPT IN A DESIGNATED ARE. WHERE WASHWATER IS CONTAINED AND TREATED. 21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONTACT WITH STORMWATER. 22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S. 23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CUTTINGWASTES,PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. DISTANCE FROM LOT - LINE TO ADDITION 16-0" (E) LOCATION OF ELECT METER WAS ON THIS FACE OF EXISTING HOME, JUST MOVED OUT WITH ADDITION (ALL) EXISTING DOWNSPOUTS CONNECTED TO (E) DRAINAGE SYSTEM, ADD NEW DOWNSPOUT TO EXISTING SYSTEM, (E) DOWNSPOUT WAS ON THIS CORNER. T-0" DISTANCE FROM LOT LINE TO ADDITION T-0" AREA OF WORK ,ul I I �-- (E) A/C CONDENSER (E) DS c (NO WORK) I I I O i /\ ix�/ 0 YIo v¢ I Z w I J U I 0 o L__ J I WI •g� C 0 LOT LINE: 76'-0" a (ALL) EXISTING o DOWNSPOUTS REAR SETBACK 160" CONNECTED TO (E) DRAINAGE SYSTEM (E) DS REAR SETBACK 15' I (E) DS � II \ II DISTANCE FROM LOT LINE TO (E) HOUSE 4'-6" I I I ll I I I I\ L-J L_J\ \ II \ \ I I I ` I I \ / i 9 m ui w` Z I w J / I � O i I J (I I{ (E) ONE STORY II' HOUSE II I II I II I I II L_J (E) DS I FRONT SETBACK 15' I LOT LINE: 76-0" SIDE WALK SKYLINE BLVD. -- --- --- (E)DS w:. I� - - - - - - I I I I I I --- I I I I t I I I I I I I I I ILL ---------- 9) DS ------ zo L(� T (E) DS (ALL) EXISTING DOWNSPOUTS CONNECTED TO (E) DRAINAGE SYSTEM (E) GAS METER (NO WORK) FRONT SETBACK 160" w a T I I Q I CQ , 1__q N m d' Ln 110 0 0 0 0 0 0 ao 0 0 0 0 0 CD I Q0 I Ln N .H rx � a a a 0 N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form + one DESIGN ■ PLANNING a I --I Q j C) CD rn CD N I I 0 Q N I u �rl a W ,C� H • F-i W I� 3 ro Q ct N a of �D o E-I a h A 1. 0 PROPOSED SITE PLAN Scale: 1/8 = F-0" Sheet Scale: See Details RELATED CODE REQUIREMENTS: (EGRESS + WINDOWS + DRS.) 1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7 SQUARE FEET. 2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20" 3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" 4. MAX. U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS 2019 CEC 150.0 (Q) 5. MAX. TOTAL AREA, 20%, NO MAXIMUM FOR WEST FACING AREA TABLE 150.1-A, & B 6. FENESTRATION MAX. U-FACTOR 0.30. NO SHGC REQUIREMENT TABLE 150.1-A, & B 7. DOOR MAX. U-FACTOR: 0.20 TABLE 150.1A, & B 2019 CODE REQUIREMENTS: (PLUMBING) 1. REQUIRES NON -COMPLIANT PLUMBING FIXTURES TO BE REPLACED BY WATER -CONSERVING PLUMBING FIXTURES WHEN A PROPERTY IS UNDERGOING ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TO ALL RESIDENTIAL AND COMMERCIAL PROPERTY BUILT PRIOR TO JANUARY 1, 1994. DETAILS CAN BE FOUND AT HTTP.HLEGINFO.CA.GOV/PUB/09-10/BILUSEN/SB0401-0450/SB407 BILL 20091011 CHAPTERED.HTML. 2. PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CAL GREEN SECTION 301.1,FOR ALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH W.C. W/ A MAX. FLOW RATE OF 1.28 GPF. SHOWER HEADS W/ A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BE REPLACED W/ A MAX. 1.8 GPM SHOWER HEAD. LAVATORY & KITCHEN FAUCETS W/ A FLOW RATE GREATER THAN 1.8 GPM WILL NEED TO BE REPLACED W/ A FAUCET W/ MAX. FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS) RELATED CODE REQUIREMENTS: (BATHS) (CONT.): PLUMBING: - SHOWER MUST BE PROVIDED W/ TEMPERATURE CONTROL (ANIT-SCALD) TYPE VALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, & 24" CLEAR SPACE IN FRONT. IF NEW, TOILETS MUST BE WATER CONSERVING 1.28 GALLON. SHOWER DOORS SHALL OPEN OUTWARD AND SHALL BE A MIN. 22" WIDE, THE SHOWERHEAD CANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE, JOB -FORMED SHOWER PAN LINER MUST SLOPE 4' PER FOOT TO WEEP HOLES IN DRAIN, AND BE INSPECTED UNDER TEST PRIOR TO COVERING. RELATED CODE REQUIREMENTS: (BATHS) (CONT.): BUILDING: - SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72" ABOVE THE DRAIN INLET WITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE. GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE WHERE IT WILL BE EXPOSED TO SPLASHING WATER AND IS NOT ALLOWED ON CEILINGS. CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION -RESISTANT FASTENERS IS AN APPROPRIATE BACKING MATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALL BATHROOMS IS T-0". SAFETY GLAZING IS REQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE BOTTOM EDGE OF GLASS IS LESS THAN 5'-0" ABOVE THE DRAIN. AS PART OF REMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALL BEDROOMS, ADJOINING HALL, AND AT EACH LEVEL PER THE BUILDING CODE. RELATED CODE REQUIREMENTS: (BATHS)(CONT.) ELECTRICAL: - IT IS REQUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF THE OUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANY OTHERS LOCATED WITHIN THE BATHROOM MUST BE GFCI PROTECTED. - A SEPARATE 20-AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM OUTLETS ONLY, OR A SINGLE BATHROOM. - LIGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLED BY A MANUAL ON OCCUPANT SENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN BASE FLUORESCENT WITH ELECTRONIC BALLAST. MECHANICAL: - A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOULD BE 3-FEET FROM BUILDING OPENINGS AND PROPERTY LINES. BE INSPECTED UNDER TEST PRIOR TO COVERING. GENERAL NOTES.- 1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE IN FRONT OF THE W.C. PER CPC 402.5 2. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PER CPC 408.6 3. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE 4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER & DISHWASHER, ETC., PER CPC 5.WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE W/ 1.28 GALLONS MAX. PER FLUSH, PER CPC & GCG 4.303.1.1 6. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT. 504. 7. VERIFY ALL FINISH FLOOR CALL -OUTS W/ OWNERS, TYP. 8. SUB- PANEL ELECT., VERIFY LOCATION W/ OWNER. 9. ALL SHOWER HEADS TO HAVE 1.8 GPM @ 60 PSA FLOW MAX. PER 2019 CPC SECT. 408.2 & (CGC 4.303.1.2) 10. ALL SHOWER WALLS TO BE WATERPROOF TO 72" ABOVE DRAIN INLET, WALL FINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2 (CEMENT BASED) 11. NA 12. ALL LAVATORY FAUCETS TO HAVE 1.2 GPM, + KITCHEN FAUCETS TO HAVE 1.8 GPM FLOW MAX. PER 2019 CPC SECT. 403.7, & 403.6 (CGC 4.303.1.4.4) 13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE QUICK -ACTING VALVES (I.E.) DISHWASHERS HOT WATER LINE AND THE HOT/COLD LINES OF THE CLOTHES WASHER) 2019 CPC 609.10. 14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0. 15. THRESHOLD FOR IN -SWING DOORS SHALL BE 7,75" MAX. AND 7" MAX. FOR OUTSWING DOORS. 16. (E) GAS METER LOCATION, PG&E, TYPICAL 36" FROM OPERABLE WINDOWS. 17. (E) ELECTRICAL METER LOCATION TO BE MOVED PER PLANS. 18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT ALL SLIDING AND IN -SWINGING DOORS SHALL BE LIMITED TO 7.75", AND NOT MORE THAN 1.5" LOWER THAN THRESHOLD FOR OUTSWING DRS. PER 2019 CRC R311.3 19. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH OF 10" PER CRC R311.7.4. 20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. THE USE OF A 4" THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESS THAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEEN SUBMITTED AND APPROVED BY THE BUILDING DIVISION. 2019 CGC §4.505.2 AND CALIFORNIA RESIDENTIAL CODE (CRC) §R506.2.3 21. 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. 2019 CGC §4.505.3 GENERAL NOTES: (cunt.) 22. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL REQUIRED STANDARDS LISTED ON PLANS AND ARE IN ACCORDANCE TO CGC 4.303.1.3 AND CGC 403.1.4 23. ANY GAS FIREPLACE SHALL BE DIRECT -VENT SEALED -COMBUSTIBLE TYPE. 2019 CGC 4.503.1 24. PROVIDE 36 INCH MIN. DEEP LANDING OUTSIDE ALL EXTERIOR DOORS (NOT MORE THAN 7.75 INCHES LOWER THAN THE THRESHOLD FOR IN -SWINGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.5 INCHES LOWER THAN THE THRESHOLD FOR OUT -SWINGING DOORS) 2019 CRC R311.3 25, WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-19 INSULATION 150.0(C)2 26 CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT OF WAY ARE LIMITED TO THE WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M AND 5:00 P.M. INSULATION: (See Title-24 For Min.) 1. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION, OR MIN. BY TITLE-24 2. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATION OR MIN. BY TITLE-24 3. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATION OR MIN. BY TITLE-24 4. ALL UNDER FLOOR TO RECEIVE R-19 BAT INSULATION 5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT, INSULATION, TYPICAL. 6. CEILING INSULATION, MIN. R-30 INSULATION REQUIRED. 7. BUILDING ENVELOPE INSULATION: PER CLIMATE ZONE: 3 TABLE 150.1-A, & B 8. BUILDING ENVELOPE INSULATION: WALLS, ABOVE OR BELOW GRADE, MEET STANDARDS IN TABLE 150.1-A & B 9. QUALITY INSULATION INSTALLATION INSPECTION (QII) IS REQUIRED BY A THIRD PARTY. POLLUTANT CONTROL NOTES: 1. PAINTS + COATINGS WILL COMPLY WITH VOC LIMITS PER 2019 CGC §4.504.2.2 2. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH MATERIALS. 2019 CGC §4.504.2.4 3. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING + PRODUCT REQUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUILDING CODE. 2019 CGC §4.504.3 4. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC §4.504.4 5. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE BUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2019 CGC §4.504.5 6. AEROSOL PAINTS + COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND COMPLY W/ PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. PER 2019 CGC 4.504.2.3 7. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL + REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS 2019 CGC §4.504.2.1 AF r I I I I L 0 a �, 0 U ro f-, 0 0 U m 0 N N 0 w 0 a, W a I H z 0 0 u z Q a rQ .-I (N M d+ U-) lO 0 0 0 0 0 0 (D00000 E-� E-4 ww �U) CD I d`I C'7 I Ln CN CD 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM ---- V-1, form+ one DESIGN ■ PLANNING 00 4-1 U 0 u a A2,00 0 N I I 0 0 z 0 h PROPOSED FLOOR PLAN Scale: 1/4 = F-0" Sheet Scale: See Details a zs p 1-� U O R. t4 N O O W v w o 3 C o O ti sa �o Q. m N G U O 'O N U N ,C J� W O y N oO U .aG rt1 O 1-� ttl ri R� b o Si a 0 a� O w G O O o 0 3 N .0 w W o O w 3 o O N FI N a c o 0 w W 3 0 G o 0 N w U N y W V N O a 0 3 sa N W 0 a 0 14 14 m w 0 a w ro m 2 0 u a a 0 U rV W r{ a 3 ctl 0 1i 0 U) z 0 � w a 0 J I 4J El H a W 0 � U U z H G1 a Q � .-+Nrmai�nCD 0 0 0 0 0 0 CD 0 0 0 0 0 H w Tw v l jU) H H Q � 41 o 12Q a u U 10 1 J-� O U CO M� ( ) O u / q CV a a °' O 124 U) r� u + H q QI a)N O x rQ N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM --- -C-1, form + one DESIGN ■ PLANNING 0 CIS O "may O O O O N ra a Q M H � O F4 H E • w (0 UD a o C) o MM N -I 4J u o Z �4O O Ei a h A201 Sheet Scale: See Details N N ao HIGHEST RIDGE 1 ST FLR T.P. -�-- - — AK 1ST FLR F.F. GRADE •�I11111i1111m111/1�1�11I�I�1111mlll�lm�� ■ �It��1�ri���ai�trrrra�trnrrm�irr�rrrrrr■r.�■..■..�.r.r EXISTING FRONT ELEVATION HIGHEST RIDGE (N) ASPHALT SHINGLE ROOF TO MATCH (E) N c� 1ST FLR T.P. 60 - -- - (N) G.S.M. GUTTER - TO MATCH (E) (N) STUCCO SMOOTH v TO MATCH (E) 1ST FLR F.F. GRADE \ z \ M , 06 /TEMP. 12 6F- NJ L�"Llw:] 11 - -- 26 4" EXISTIN PROPOSED FRONT ELEVATION (E) STUCCO (E) ALUM. CLAD SLIDING WDWS (V.I. F.) (E) TEMP. (E) STUCCO SMOOTH (E) ALUM. CLAD SLIDING WDWS (V.I.F.) C� Q (E) WOOD SIDING z o - -- _ (E) ASPHALT SHINGLE ROOF a 0 �j( El F �41 �_Y-_ Plij— I I I I, I I (E) G.S.M. GUTTER u � H Q a Q w (E) STUCCO SMOOTH 1632I ® \ 1_21 --- ------------------ 0 0 , (E) NUMBERS + ADDRESSES SHALL BE PLACED ON ALL NEW + EXISTING BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE + LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, SHALL BE A MIN. ONE-HALF INCH STROKE BY FOUR INCHES HIGH, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION, ALTERATIONS OR REPAIR OF EXISTING CONSTRUCTION. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY SWITCHABLE. CITY OF BURILINGAME MUNICIPAL CODE 18.08.010. 2019 CBC 502.1 Scale: 1/4 = 1'-0" 12 -76 (E) WOOD SIDINGS (V.I.F.) II u y Pam' (E) ASPHALT SHINGLE ROOF (E) CHIMNEY BRICK (E) G.S.M. GUTTER HEm (E) STUCCO SMOOTH 1632 i \ i Ell 3 [=1\ (E) NUMBERS + ADDRESSES SHALL BE PLACED ON ALL NEW + EXISTING BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE + LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, SHALL BE A MIN. ONE-HALF INCH STROKE BY FOUR INCHES HIGH, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION, ALTERATIONS OR REPAIR OF EXISTING CONSTRUCTION. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY SWITCHABLE. CITY OF BURILINGAME MUNICIPAL CODE 18.08.010. 2019 CBC 502.1 Scale: 1/4 = 1'-0" .-i (N M C1' LO 119 O O O O O O o 0 0 0 0 0 P4 E-I W W F-I H Q � F-� �74 i-I 0 +' I2Q I2L4 U M �, G O U 0 o� \MY O I L n CDC Cn r � ' V CD a '_:� H a' aW o z •• H W � it (1 N a 12-4 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form ¢ one DESIGN ■ PLANNING O N i •� W C/1 0-4 Q IMF o CD 0) I 0 4' Ga ,Wa 1 �1 Q4 W \ �- U) V 1 F-1 ' + f-I • � o rT1 I—�a RCN \V Ian I—� M O o a o A3.0 Sheet Scale: See Details .,gK HIGHEST RIDGE (V Cv 1ST FLR 7 1 ST FLR F qF GRADE HIGHEST RIDGE fV c- C� 1ST FLR l 1 ST FLR F CEDE 4 ') EXISTING REAR ELEVATION PROPOSED REAR ELEVATION (E) ASPHALT SHINGLE ROOF (E) G.S.M. GUTTER (E) STUCCO SMOOTH (E) STUCCO SMOOTH (E) ALUM. CLAD SLIDING WDWS (V.I. F.) Scale: 1/4 = F-0" kSPHALT OGLE ROOF MATCH (E) 3.S.M. GUTTER MATCH (E) )TUCCO SMOOTH MATCH (E) �TUCCO SMOOTH SLUM. CLAD SLIDING WDWS (V.I. F.) Scale: 1/4 = F-0" 0 N N O 0 z 0 co W w co H z Ul H Q a � Q w c—iNM '1'LC) lO O O O O O O 0 (D 0 0 0 0 U) ill U' U F-I F-I Q � a � o p (:Q Q-4 U 10 N A O U O rn I Q0 M O I Ln Q , CV a CD H y w w • • H W H �4 + H W N a O N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM _4 form+ one DESIGN ■ PLANNING O N v+ O C) O • r� � O w� CD 7� /I 1 > N O 124 W x • H W U) 3 + H •� CNcn a N W O 41 O0 O F4 w h A301 Sheet Scale: See Details 0 N O V! 0 ,J �VI z 0 a w a 0 +j El H a W 0 (� U U 2 ul H Q a Q w M d" T) Q0 O O O O O O O O O O (D O H rW � �-/) rW� �./ ) �1 H H Q � .. H 0 4J (:)4 U M S4 -N G O U T� V 1 I M o I Ln CD to n N CD H � x w U w z •• H W H ,i1 (1 . U N a -rl F--4 O H CO N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM forms one DESIGN ■ PLANNING U r� W N Vn1 fDL4 H O CD VT v i o a w + + H CC, QO �D (2) 4-) Fi U O a A3 02 Sheet Scale: See Details 0 N 1 O N L N z w rD n F a Q O N M 0 0 z 0 O h ------------- f HIGHEST RIDGE 1ST FLR 1 v bo 1ST FLR F GRADE EXISTING RIGHT ELEVATION HIGHEST RIDGE N_ C� 1ST FLR 1 60 - -- — 'v 60 v 1 ST FLR F GRADE PROPOSED RIGHT ELEVATION (MINIMAL TO NO WORK) Scale: 1/4 = F-0" Scale: 1/4 = F-0" (E) ASPHALT SHINGLE ROOF (E) G.S.M. GUTTER (E) STUCCO SMOOTH (E) STUCCO SMOOTH (E) ALUM. CLAD SLIDING WDWS (V.I.F.) (E) WOOD POST (E) ASPHALT SHINGLE ROOF (E) G.S.M. GUTTER (E) STUCCO SMOOTH (E) STUCCO SMOOTH (E) ALUM. CLAD SLIDING WDWS (W.F.) (E) WOOD POST 41 Q f� 0 .H In Cn z 0 � � w w a 0 x �i El H (� W W (i U UH H Ul Q a M V+ Lo l0 O O O O O O 0 0 0 0 0 0 W W C!� � H H Q � 0 (2Q P-I U ro s� 0 c� 0 rn H I c� I Ln 0 N a CD H F� x w � w z •• H W co x U n z to 0 + a (14 N O H Ctl N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM DESIGN ■ PLANNING 0 V' c-i O r-I CD .� w CD U� ct' � ro a Q Q H > N CLl • CN W (Yi LO '� M o � � o z 0 a E-1 a h A303 Sheet Scale: See Details MIN. R-13 (SOUND BATT) @ ALL BATHROOMS/LAUNDRY 2x4 STUD WALL @ co 16" O.C. S.S.D. *40 N N V f) M �1 T-5/8" TYPE X GYPSUM BD. TYPCIAL THROUGHOUT HOUSE SMOOTH FINISH OR MATCH EXISTING CONDITION STAGGER JOINTS EACH SIDE (LOAD BEARING ONLY) NOTES: SEE WWW.GPGYPSUM.COM FOR TECHNICAL SPEC'S INTERIOR WALL DTLS. Scale: 3" = F-0" 7 3/8" 5/811 5 1 /2" 1 / 1 3/411 STUCCO (PAINT) APA RATED SHEATHING EXPOSURE 1 2' PLYWOOD OR OSB BENJAMIN OBDYKE (HYDRO -GAP) ICC - ES REPORT ESR-3394 WALL SIDING UNDERLAYMENT, OR APPROVED EQUAL R-21 FIBERGLASS BATT INSULATION FOR 2x6 WALLS, TYPICAL. IF TITLE-24 SHOWS LOWER MINIMUMS, FOLLOW MORE STRINGENT VALUES. 8" DENSARMOR PLUS FIREGUARD, OR TOUGHROCK FIREGUARD GYPSUM BD. APPLIED VERTICALLY OR HORIZONTALLY TO STUDS W/ 1-7/8" 6D COATED NAILS 7" O.C. STAGGER JOINTS EACH SIDE MIN. 2X6 STUDS @ 16" O.0 EXT. WALL DTLS. GRACE VYCOR PLUS WINDOW WITH NAILING FLANGE (SET IN SEALANT EXCEPT ALONG SILL FLANGE) / MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS WINDOW FLASHING DTLS. / EXTERIOR WALL SILL PLATE (SEE VCRDET- 106 FOR OPTIONS) GRACE VYCOR PLUS GRACE VYCORNERM OR CORNER PATCH RECOMMENDED (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. REMOVE RIPCORD® FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION C. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIER D. FOR CONCRETE, MASONRY OR WHERE ADHESION IS MARGINAL, USE PERM-A-BARRIERO WB PRIMER TO PROMOTE VYCOR ADHESION E. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS F. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCK G. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL APPLY A 3/8" CEMENT PLASTER SCRATCH COAT 0/ METAL LATH SYSTEM, ALLOW TO CURE FOR 48 HRS. INSTALL A 3/8" BROWN LEVELING COAT, ALLOW TO CURE FOR A MIN. OF 25 DAYS. INSTALL A 4.5 OUNCE REINFORCING MESH O/ THE ENTIRE BROWN COAT W/ POLY PREP 30 BY MERTEX (OR EQUAL), COVERING ENTIRE MESH. APPLY FINISH COAT AND PAINT W/ ELECTROMETRIC PAINT (TEXTURE PER SAMPLE AND OWNERS REVIEW (SMOOTH FINISH PREFERRED) INSULATION R-15 OR PER TITLE 24 CORNER BEAD DOUBLE PAPER @ CORNER APPLY A 3/8" CEMENT PLASTER SCRATCH COAT O/ METAL LATH SYSTEM, ALLOW TO CURE FOR 48 HRS. INSTALL A 3/8" BROWN LEVELING COAT, ALLOW TO CURE FOR A MIN. OF 25 DAYS. INSTALL A 4.5 OUNCE REINFORCING MESH OVER THE ENTIRE BROWN COAT W. POLY PREP 30 BY MERTEX (OR EQUAL), COVERING ENTIRE MESH. APPLY FINISH COAT AND PAINT W/ ELECTROMETRIC PAINT R-15 MIN., BATT INSULATION OR PER TITLE 24 STUCCO EXT. WALL DETAILS DOUBLE PAPER @ CORNER 5/8" GYP BD. W/ PLAST. VEN. WHERE NOTED. 2x STUD WALL WIDTH VARIES SEE FLR. PLAN Scale: N.A. ELEVATION \/ \/ 1 v v ■ ■ V/ . 19 N) EXT. WALL VENT DTLS. TYPICAL WINDOW DETAIL Scale: 3" = F-0" .S.M. WINDOW FLASHING 'AINTED TO MATCH TRIM) ERRA PACIFIC ALUM. fINDOWS (CLAD) OR ARVIN fUCCO, PAINTED kRGE WD. SILL REDWOOD 'AI NT) 5" QUARTER RND. REDWOOD. (PAINT) 0 N N N O REGGIO STANDARD VENT W/ INSECT 0 SCREEN BEHIND (BLK. ALUM. SCREEN & d w VENT) o a a o� w STANDARD BRICK MOULD, TYP. Q z Ur z V/ H Q Q � SIDING FINISH .-iNM c' C)lD 0 0 0 0 0 0 GRADE LINE a o00000 F4 &— W W U) REGGIO STANDARD VENT W/ INSECT Q SCREEN BEHIND (BILK. ALUM. SCREEN & H VENT) 0 �.(� W ^w� U ro SIDING AS PER o ELEVATIONS U STANDARD BRICK MOULD, TYP. CD 61 r-I I Q0 M O I 1 Q CV a a CD xa, w H z co + Q-1 N a 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form+ one DESIGN ■ PLANNING U) � F--I Q > CD C) di CSl 0 N I 0 Q N w H �[ Q ,-� a F N a o M OMI �I +- 0 m z o E-H a h A5.0 Scale: 3" = F-0" Sierra Pacific or Marvin or Equal Scale: 3" = V-0" Sheet Scale: See Details EXTERIOR LIGHTING NOTES: 1. ON ALL RESIDENTIAL PROPERTIES EXT. LIGHTING 1. VERIFY ALL FIXTURE LOCATIONS & SWITCH LINES WITH THE OWNER OUTLETS AND FIXTURES SHALL NOT BE LOCATED PRIOR TO INSTALLATION. ALL FIXTURES TO BE SELECTED BY OWNER. MORE THAN (9) FEET ABOVE ADJACENT GRADE OR 2. MAX. RECEPTACLE SPACING NO MORE THAN 12'-0" APART. REQUIRED LANDING, WALLS OR PORTIONS OF 3. N.A. WALLS SHALL NOT BE FLOODLIT, ONLY SHIELDED 4. VERIFY (E) EXTERIOR LIGHTING, AND SWITCHING. LIGHT FIXTURES WHICH FOCUS LIGHT DOWNWARD 5. STUB OUT FOR EXTERIOR LIGHTS. SHALL BE ALLOWED, EXCEPT FOR ILLUMINATED 6. VERIFY LOCATION OF ALL REGISTERS W/ ARCHITECTURAL INTERIOR STREET NUMBER REQUIRED BY THE FIRE SHEETS, ANY DISCREPANCY SHOULD BE BROUGHT TO DESIGNER'S ATTENTION BEFORE INSTALLATION. FAULTY PLACEMENT OF REGISTERS DEPARTMENT. WOULD BE CAUSE FOR REJECTION OF WORK. 7. NA LIGHTING REQUIREMENTS: 8. ALL RECEPTACLES IN THE GARAGE, BUILDING EXTERIOR, & KITCHEN SHALL BE PROTECTED W/ GFI, PER NEC ART. 210-8(A). 1. LIGHTING: LUMINARIES SHALL MEET THE 9. RECEPTACLES NOT OVER 24" APART FOR 12" LARGER COUNTERTOP, REQUIREMENTS IN TABLE 150.1-A, OR B 2019 NEC 210-52(C). 10, ALL AIR DUCT EXHAUST OUTLETS TO BE T AWAY FROM THE OPENINGS CEC150.0 (K) INTO THE BUILDING, PER CMC SECTION 609.10. 11. NA ALARM SYSTEM: 12. HVAC CONTRACTOR TO PROVIDE SHEET METAL DUCTING. 1. ALARM SYSTEM TO BE PLANNED AND SUBMITTED 13. LIGHTING FIXTURES INSTALLED OVER SHOWERS SHALL BE SUITABLE TO DESIGNER FOR APPROVAL. FOR WET LOCATIONS, PER NEC 410-4(A). 14. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF 2. BY OWNERS THE BUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND LED CAN LIGHTING: SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER 1. VERIFY IN FIELD RECESSED LIGHTING BY NORA W/ CMC SECT. 504. 15. SUPPLY SMOKE DETECTORS IN ALL BEDROOMS, HALLWAYS, DESIGNER TO APPROVE OPTION ADJOINING BEDROOMS, AND AT THE TOP AND BOTTOM OF THE STAIRWAY, ER C SECT. 0.9 B125-VOLT,ISINGLE-PHASE,D15- SWITCH ES/OUTLETS AND P6. AL A D 20-AMPERE RECEPTACLES INSTALLED IN THE KITCHEN TO SERVE THE COUNTER TOP SURFACES PLATES: (VERIFY W/ SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER (GFCI) PROTECTION OWNER) STANDARD OR FOR PERSONNEL, NEC 210-8(A),(6) 17. ALL EXHAUST FANS IN BATHROOM, POWDER, & LAUNDRY ROOMS BY BETTER PANASONIC. 18. GAS METER (EXISTING) 1. NEW OUTLETS AND SWITCHES TO MATCH 19. ALL EXTERIOR VENTS TO BE VENTED TO EXTERIOR AT THE LEAST EXISTING HOUSE VISIBLE PLACE, DESIGNER & CONTRACTOR TO REVIEW OPTIONS ON LOCATIONS. DESIGNER TO CONFIRM FINAL LOCATION. 20. NA PLUMBING CONTRACTOR: 21. E SSED BY HALO OR EQUAL, VERIFY W/ DESIGNER BEFORE NSTALLATIONG WILL PROVIDE A SINGLE LINE DIAGRAM AT TIME OF 22. AIR DUCTS INSTALLED UNDER THE FLOOR MUST MAINTAIN A MIN. 18" INSPECTION AND ANY INSTALLATION PRIOR TO PLAN VERTICAL CLEARANCE FOR ALL PORTIONS OF THE DUCT THAT MIGHT CHECK AND APPROVAL IS AT CONTRACTOR'S RISK. OBSTRUCT ACCESS TO ANY PART OF THE CRAWL SPACE. CMC SECTION (IF REQUIRED) 604.1 23. RECEPTACLE OUTLETS AT ISLAND AND PENINSULAR COUNTER SPACES - AT LEAST ONE OUTLET IS REQUIRED WHEN THE LONG DIMENSION IS 24" SPEAKERS/AUDIO. OR GREATER AND THE SHORT DIMENSION IS 12" OR GREATER, CEC 24. NA 1. SPEAKERS TO BE PLANNED AND SUBMITTED TO 25. ALL AIR DUCTS PENETRATING PROPOSED SEPARATION WALL OR DESIGNER FOR APPROVAL. SHOWN ON DRAWINGS CEILING BETWEEN GARAGE AND LIVING AREA SHALL BE 26-GAGE MIN. PER FOR SIMPLE BID/QUOTE FOR CONTRACTOR TO CBC 302.4, EX.3. INCLUDE IN PRICING. 26. ACCESSIBLE SHUTOFF VALVE INSTALLED IN THE FUEL -SUPPLYING PIPE OUTSIDE OF EACH APPLIANCE AND AHEAD OF THE UNION CONNECTION WHOLE HOUSE FAN: THERETO. NOTE AN APPLIANCE FUEL CONNETOR SHALL NOT BE CONCEALED W TH NAOR EXTEND THROUGH A WALLCFLOOR, OR PARTITION 1. WHOLE HOUSE FAN, NONE REQUIRED IN CLIMATE AND SHALL NOT EXTEND THROUGH THE APPLIANCE HOUSING OR CASING ZONE 3, TABLE 150.1-A, & B. 2019 CMC 1312.3 2. HOME IS LOCATED IN CLIMATE ZONE: 3 27. TAMPER -RESISTANT RECEPTACLES IN DWELLING UNITS. IN ALL AREAS SPECIFIED IN 210.52, ALL 125 VOLTS, 15-20 AMPERE RECEPTACLES SHALL PV NOTES: BE LISTED TAMPER -RESISTANT RECEPTACLES. 406.11 28. ALL EXTERIOR LIGHTING SHALL BE SHIELDED OR DOWN LIT, AND SHALL 1. NEW LOW-RISE RESIDENTIAL ONLY, PER NOT SHINE ONTO ADJOINING PROPERTIES, TYP. EQUATION 150.1-C, ANNUAL PHOTO VOLTAIC OUTPUT 29. WATER OUTLETS W/ HOSE ATTACHMENTS AND HOSE BIBS MUST HAVE APPROVED NON -REMOVABLE TYPE BACK -FLOW PREVENTERS INSTALLED INDOOR AIR QUALITY + CPC SECTION 603.4.7 30. COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER SHALL EXHAUST: PROTECT ALL RECEPTACLES IN ALL BEDROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, 1. EXHAUST FANS THAT ARE ENERGY STAR CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS WITH BRANCH COMPLIANT, DUCTED AND THAT TERMINATE CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 & 20-AMPERE OUTSIDE THE BUILDING WILL BE PROVIDED IN EVERY RECEPTACLE OUTLETS. 2019 CEC SECTION 210.12(B) BATHROOM (BATHTUB, SHOWER, OR SHOWER/TUB COMBO). 2019 CGC 4.506.1. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL 2019 CGC 4,507 NOTES: (cont.) 31. ALL MULTIWIRE BRANCH CIRCUITS, WILL DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. 2019 GEC 210.4 32. NA 33, PLEASE NOTE ON PLAN THAT ALL 120-VOLT, SINGLE PHASE, - - - - - - 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS,' LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, - SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR ' SIMILAR ROOMS OR AREAS TO BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER PER CEC 210.12(B). , _ LEI 34. CARBON MONOXIDE ALARMS TO BE PROVIDED OUTSIDE N) I (N) CAf`L ELECT. EL " EVERY BEDROOM & AT EACH STORY LEVEL. I ' METER m I I 35.2019 ENERGY CODE PERFORMANCE COMPLIANCE ° DOCUMENTATION MUST BE PROVIDED IN 8-1/2" X 11" FORMAT &I MUST BE REPLICATED ON THE PLANS 36. HOT WATER PIPING INSULATION REQUIRED ON 1" OR z LARGER, 2019 §150.0 0) 2 A i,ii, iii I FAN r \ 37. LIGHTING - NEW MANDATORY REQUIREMENTS FOR INDOOR - L--L _ ROOMS 2019 GEC §150.0 (k) I (N) BATH 2�) 38. DUCT INSULATION (R-6) REQUIRED 2019 CEC §150.0 (m) 5 I = (\N) TILE M 39. DUCT LEAKAGE TESTING - 5% W/ AIR HANDLER 2019 CEC _ §150.0 (M) 11. IiNeNaaov� 40. RETURN DUCT DESIGN/ FAN POWER. AIRFLOW TESTING & GRILL SIZING REQUIREMENTS §150.0 (m)13 LED 41. WATER HEATING - 120 VOLT RECEPETACLE < 3 FT., CALL III OR IV VENT, AND GAS SUPPLY LINE CAPACITY OF 200,000 D r BTU/HOUR §150.0 (n) 42. NEW THIRD -PARTY HERS VERIFICATION FOR VENTILATION AND INDOOR AIR QUALITY §150.0 (o) I _ 43. LUMINARIES EFFICIENCY LEVELS 2019 CALIFORNIA ENERGYI CODE TABLE 150.0 B d - �T> LIN LINEP 44. REFRIGERANT CHARGE VERIFICATION FOR DUCTED (N) PACKAGE UNITS, MINI -SPLITS, AND OTHER UNITS §150.1 (c) 7 I (� z FAN IF 45. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) WILL COMPLY WITH THE FOLLOWING: a.) THE EFFECTIVE FLUSH ,� I VOLUME OF ALL WATER CLOSETS WILL NOT EXCEED 1.28 GAL FLUSH. b.) THE EFFECTIVE FLUSH VOLUME OF URINALS WILL - NOT EXCEED .5 GAL / FLUSH 2O19 §4.303.1.2 46. THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL L HAVE ALL REQUIRED STANDARDS LISTED ON THE PLANS; 1.5 - - - - - GPM FOR FAUCETS AND 2.0 GPM FOR SHOWERS. 2019 CGC V.I.F. VENT FANS §4.303.1.3 AND 2019 CGC §4.303.1.4 TO EXTERIOR PER CODE, 47. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, TyP CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALL WILL BE RODENT -PROOFED BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY, 2019 CGC §4.406.1 48, AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING,COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENING, SHALL BE COVERED WITH"> I TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ��\ ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE I ( x AMOUNT OF WATER,DUST, DEBRIS, WHICH MAY ENTER THE ��x/ (N) SYSTEM PER 2019 CGC4.504.1 I 49. EXHAUST FANS THAT ARE ENERGY STAR- COMPLIANT, DUCTED AND THAT TERMINATE OUTSIDE THE BUILDING WILL BE I I PROVIDED IN EVERY BATHROOM. 2019 CGC §4.506.1. 50. WHEN REQUIRED BY THE ENFORCING AGENCY, SHALL EMPLOY SPECIAL INSPECTORS 2019 CGC 702.2 51. THE HEATING + AIR CONDITIONING SYSTEM WILL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: a.) HEAT LOSS/ HEAT GAIN VALUES IN ACCORDANCE WITH ANSI/ACCA 2 MANUAL J-2016 OR EQUAL. b.) DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1, MANUAL D-2016 OR EQUIVALENT. c.) SELECT HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH ANSI/ACCCA 3, MANUAL S-2014 OR EQUIVALENT. 2019 CGC §4.507 52. HVAC SYSTEM INSTALLERS WILL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS AND EQUIPMENT BY A RECOGNIZED TRAINING/ CERTIFICATION PROGRAM. 2019 CGC §702.1. MECH. + ELECT. PLAN ---------------------------------------- (E) TERRACE I I I I (E) EX. AGG CONC. I I I I I I I I I I I I I I IC(E) AIR EE STAIR I D Scale: 1/4 = F-0" (E) GAS METER s, 0 Q 0 N 0 �-i NM -zt'Lnt-o 0 0 0 0 0 0 o00000 N E-+ W W 00 U) F--i F--I a� �4 �D 1-� o u � 124 U sJ ° a CD 61 -i di Q0 CD CD 1 L n CD Q� CN Ol a CD a + H N FH-1 ' W 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form ¢ one DESIGN ■ PLANNING h-� 0 _1 I� W F-I U) CCN ( / Q0 u 0 N m 0 0 z .CZ O h ME2.90 Sheet Scale: See Details 2.94 in (75 mm) f PrOdILI A family features - True mufti -location dimming from every location Tap onto favorite level; tap off! tap twice for full on , S • Touch rocker to.adjust light level - LEDs. indicate light level and glow softly in the dark; as a locator light l Delayed off provides light as you exit the room I Line frequency compensation maintains stable I } light levels, despite power Line frequency and OD voltage variations Programming :allows customized functions • ? tt7 e cc ii-i , Ili I6a rim and 1',_ tk l ler I models available t ,Mechanical air -gap to disconnect toad power ` 100% facto tested . Coordinating Clacoo, Satin Colars@ and Stainless i Steel all plates o a .olio e w p to my , v ble separately • Custom engraving available for wall later, 30 in (7 6 mom) see pg,155 m � rf o Ile Control types Single-pole.(one location) Shown actual size; Maestro dimmer anet [JC} Multi -location dimming from every location 1-gang Claro wallplate in White (VfH). (up toter locations) Direct load type compatibility Q Incandescent/halogen lighting Magnetic low -voltage lighting IV Electronic low -voltage lighting LD- Fluorescent lighting LED lighting W Ceiling fans Ceiling fan/lights Load type requiring load interface Lighting load interfaces may be applicable for some loadtype, voltag and capacity -combinations. For addit ionalinformation, see pg.l74. www.luiron.com 1.800,623.9466 OU f RON, 46 Dimmers and switches Timers Digital fade dimmers COUntCiown tinter switches (5-60 minutes/full on) Tap on to favorite level; tap off _- Use with exhaust fans to reduce i Tap twice for full on -I 9 moisture, mold and mildew in i = Press, hold and release for bathrooms and kitchens l delayed fade -to -off , Use with lighting • Touch rocker to adjust light level Tap on to start timer, tap off • Provides true dimming from each Tap twice for untimed on location (with companion dimmers) _ Touch rocker to adjust eco-dims model guarantees countdown time at least 15% energy savings One minute warning before compared to a standard switch lights/fan go off j = eco-minderTµA green LED Top LED is full on with no demonstrates 18% or more timer action I s energy savings compared to _ Times advanced programming _l a standard switch features available i Dimmer advanced programming Multi -location control with r-clo-minderTm features available 'companion switch Digital switches CoLlntdown eco-timer stitch (30 minutes) = For multi location switching, use Use with exhaust fans to reduce - i one Maestro multi -location switch moisture, mold and mildew in I l I with Maestro companion switches bathrooms and kitchens = Tap switch on/off i Use with lghting l Tap on to start timer; tap off - Touch rocker to adjust countdown time One minute warning before lights/fan go off Timer always turns off • Single -location only Timer advanced programming features available www.lutron.com 1 1.800.623,9466 1 OLLFMM. R , s NHIC-4LEDAT 4" IC Air -Tight New Construction LED Housing LED Platinum Series Source; 11 W Max, PRODUCT DESCRIPTION Dedicated new construction housing for use in insulated ceilings can be in direct contact with thermal insulation. Air -tight construction provides energy savings by reducing the flow of air through the ceiling. Each LED Platinum Series housing requires a Nora Lighting LED Platinum Series trim. The LED driver is attached to the housing to allow for easy installation. Integrating Osramg 1.2W LEDs and exceeding Title 24 high efficacy requirements with savings of over 75%when compared with a 65W BR30. FEATURES • Rated for direct contact with insulation • cLILus listed for wet location and through branch circuit wiring • Quick connect provided for electrical connection to the LED trim • ASTM E283for Air -Tight • Title 24 Compliant • Economical 2-wire dimming down to 3% • 50,000 hours at 70% lumen maintenance rated life • Modular design: Install housing w/ driver, then finish with the LED trim • Three year limited warranty CONSTRUCTION Plaster Frame High quality 0,040 steel die cut one piece frame. Housing 0.040 aluminum housing with riveted cap adjusts to maximum ceiling thickness of 1-518" (41 mm). Spring brackets accept torsion wing trim springs; slots on socket plate surface accept standard coils s. rin P springs. Air Flow Restriction Housing has factory installed gaskets to restrict airflow from room into ceiling plenum to <2CFM (cubic feet per minute) in accordance with ASTM-283 Ar-Tight requirements. Clearance "IC" Insulated ceiling housings are direct contact rated; no minimum clearance is required. Bar Hangers Two 13-3/4" to 24-1/2" adjustable bar hangers with captive nails are included on frame. Bar hangers are parallel to junction box, but can be repositioned 9T perpendicular to junction box if desired. "L" Shaped bar hanger foot to align to bottom of construction joist. AT -Bar notch allow for easy installation in a suspended ceiling. Junction Box Prewired 25 cubic inch 0.064" thick galvanized steel, with five 1/2", two 3/4" knockouts, four Romex® pryouts, and snap on covers. All leads are #18AWG wire, the ground wire is connected to the bottom, and quick connectors are supplied on all leads. Through branch circuit wiring, (4-in, 4-out). DRIVER Electronic LED Driver 120V AC, 6OHz, Power factor > 0,9 at 12OV. Dimmable with most incandescent 2-wire dimmers. Mounted on the junction box for cool operation and easy access. Class 11 driver. Thermal Protector Standard ULthermal protector rated for 9TCis affixed to inner top surface of housing. ONORALIGHTING. Type Project Catalog No. LamD/Wattaae DIMENSIONS Icy 63/8" 5 0 F 0 O (D - 4-114"J I 12-5I8" Ceiling Cut-out Gut -out: 4-1/4" Housing Length: 12-5/8" ID: 4" Housing Width: 8-1/8" Housing Height: 6-318" LED Source 9 LEDs at 1.2W each Trim - Ordered Separately Self -flanged die-cast trim rin with scientifically designed le ns diffuses the LED image while providing high lumen output. Available in two color temperatures, 3000K and 4200K, to accommodate different appearances. OPTIONAL DIMMING A variety of incandescent and electronic low voltage dimmers are compatible with Nora's LED trims. Incandescent dimmers have a minimum circuit load of 4 LED Recessed fixtures. Electronic Low Voltage dimmers do not have a minimum load requirement. Incandescent Dimmer Electronic Low Voltage Dimmer Lutron MAESTRO (MAW-600) Lutron MAESTRO (MAELV-600) Lutron DIVA(DV-600P) Lutron DIVA(DVELV-300P) Lutron SKYLARK (SELV-300P) EMERGENCY Emergency back-up operates for a minimum of 90 minutes. unit includes battery, charger and test plate with indicator light. Emergency driver is for damp locations. EM - Emergency driver with test plate Optional Accessories NRA-29: 27" Flat Bar Hanger Labels and Listings UL Listed for Damp Location w/ Feed Through UL Listed for Wet Location with NTR-4LED Meets or exceeds ASTM-283 Air -Tight Requirements Washington State Approved Title 24 Compliant TITLE j7 2 Housing LED Trims [] 11HIC-4LEDAT:4 IC Air -Tight LED Housing, 120V LED Driver QNTR-4LED30BW: Black Reflector with White flange, 3000K NHIC-41LEUAT/EW4" IC Air -Tight LED Housing, 120V LED Driver, Emergency Driver wl Test Plate []NTR-4LED3DPP; Platinum Diffused Reflector with Platinum Diffused Flange, 3000K []NTR-4LED36PW: Platinum Diffused Reflector with While Flange, 3000K []NTR-4LED30PW: White Reflector with White Flange, 3000K []NTR-4LED42BW: Black Reflector with White Flange, 4200K []NTR-4LE042PP: Platinum Diffused Reflector with Platinum Diffused Flange, 420W []NTR74LED42PW: Platinum Diffused Reflector with White Flange, 42DDK []NTR-4LED421FW: White Reflector with White Flange, 4200K Pagel Of 1 NNOMUGHTING, Phone 6OD6866672m• FAX:8 0500.Specificatio99 5bee-mailh ora@noralightngcoct to cange without notice ®2011 NEW PRODUCT ANNOUNCEMENT LEDUC LED 120V Under Cabinet Lighting Nora Lighting is proud to introduce LEDUC Series of 120V Dimmable Under Cabinet LED lighting. The LEDUC allows for easy retrofiting of existing Fluorescent, Incandescent, Halogen, or Xenon undercabinet lights. LEDUC's built in LED driver and large knockout plate in the back makes LEDUC easy to install in retrofit or new construction applications. A heavily frosted lens diffuses the LED image and softens the light output, Available in five sizes, two finishes, and warm 3000K or cool 4000K the new LEDUC LED Undercabinet is a designers choice for quality, energy efficient LED lighting. FEATURES 120V Dimmable 250 Lumens / 4W per foot Self contained driver in each unit 3000K (Warm) and 4000K (Cool) color temperature 80+ CRI Using dsram(D LEDs Frosted lens Bronze orWhite finishes Less than 1 " in depth Each unit can be hardwired with RomexT"^ feed Each unit includes Rorrl connector Easy to mount with captive screws Linkable up to 400 Watts W i nnF Rc+HS 'Fxr 120V Dimmable {Integral Dr'lyar} LEDUC LED UNDER CABINET LIGHT CATALOG: NO.. LENGTH WATTAGE COLORTEMP. FINISH NUD-770a7(temp)0inish) 2:8W 3000K,4000K Bror¢e,White NUD-771210emp)(fmish) 4VV 3000K,4000K Bronze, White NUD-77181(temp)(fmish) F24" 6W 3000K,4000K Bronze,Wtiite NUD-772414emp)[finish) 8W` 3000K,4000K Broi White NUD-77321(temp){iinish) law 3000K,4000K 131 White_ Color Temps: 30 - 3000K 40 - 4000K Finishes' BZ - Bror¢e, W - White Example NUD-7712/30W -12" Warm 30K White finish Undercabinet Specification Data Rowsonic Panasonic Ventilation Fan �, o N. Description IfIJYtAl/OX FLf. Ventilating ran shall be Low Noise ceiling mount type rated for continuous run, Fan shall be ENERGY STAR rated and certified by the Home Ventilating Institute (HVI). Evaluated by Underwriters Laboratories and conform to both Fv=o+fQ UL and cUL safety standards. .� [t-80 CiM ( ) Motor /Blower: Ja Enclosed DC brushlesz motor technology, currently more energy y efficient than the rninimum ENERGY STAR requirements, rated for continuous run. L� Power Rating shall be, 120 volts and 60 Hz. Fan shall be UL listed for tub/shower enclosure when used with q5 a GFCI branch circuit wiring. Motor equipped with thermal cut-off fuse control. Removable with permanently lubricated plug-in motor. Housing: ��zyja�i$, Rust proof paint, galvanized steel body. Detachable 4' diameter duct adapter. +b Built-in backdraft damper r?, Expandable extension bracket up to 24'. Double hanger bar system allowing for ideal positioning. GrWe: *� Attractive design using PIP material Attaches directly to housing with torsion springs. UVarrari The factory warranty shall be a minimum of 6 years limited warranty on the motor and 3 year limited warranty on parts. Typical Specifications: Ventilating fan shall be of the ceiling mount, ENERGY STAR rated type, with o.ec variable speed of 0-80 CFM and no more than 0.3 sone as certified by the Home Ventilating Institute (HVI) at 0. 1 static pressure in inches water gauge. Power consumption shall be no greater than 7.0 watts and ENERGY STAR rated with " 060 efficiency rating of no less than 12.1 CFM/waft. The rrntorshall be enclosed with brushless DC motor engineered to run continuously. Power rating shall be Y osa 120v/6OHz. Duct diameter shall be no less than 4", Fan shall be UL and cUL listed for tub/shower enclosure when used with GFCI branch circuit wiring. Fan shall be Califomia Title 24 compliant. 0.40' DC Motor Technology: 030 Allows the fan to run continuously at a pre-set lower level (0, 30 - 70 CFM), The fan then elevates to a maximum level of operation (80 CFM) when motion sensor is activated. 020 When fan faces static pressure, its speed is automatically increased to ensure that the desired CFM is not compromised, which allows the fan to Aio perform as rated. -MMWv 09­ -..-. 20 Feet ----40 F-t -60 F-t •••••••&1 Feat ---•-100Faet -. •70 CFM --d0 CFM -50 CFM ....40 C04 -•-30CFA I • Automatically activates.whenever someone enters or leaves the room, o.00 0. 20 40 e0 8o too A'vfbw Lu FM ) Whis erGreen FV-08VKM3 Static Pressure in inches w. . 0.1 0.25 0.1 0.25 0.1 0.25 0.1 0.25 1 0.1 0.25 0.1 0.25 Air Volume CFM 80 79 70 75 60 59 50 54 40 39 30 1 32 Noise (sones) <0.3 0.4 <0.3 0.4 <0.3 0.3 <0:3 0.3 <0.3 <0.3 <0.3 <0.3 Power Consumption watts 7.0 11.0 5.4 10.1 5.0 8.7 4.3 7.5 3,7 6.6 3.2 5.8 Energy Efficient CFM/Watt 12.1 7.6 13.3 7.7 13.6 7.7 12.4 7.7 12.8 7.1 11.4 6.7 Speed RPM 832 1130 1 791 1 1125 773 1106 749 1101 740 1093 745 1087 Current (amps) 0.02 0.011 0.03 1 0.01 1 0.05 0.01 1 0.06 0.02 1 0.05 1 0.03 0.06 0.04 Power Rating V/Hz) 120/60 1 120/60 1 120/60 1 120/60 1 120/60 120/60 As of 1/11 ii ��,,�iL' l For Complete Installation Instructions Visit wwvv.panasonic.com/building �ti:% G RT11FIED Model Quantity Comments Project: Location: Architect: Engineer, Contractor: Submitted by. Date: Panasonic Home & Environment I One Panasonic Way I Secaucus, NJ 070941868-292-72921 www.panasonic.com/buWing Bath Ventilation Fans or Approved Equal Scale: NA �,�LUTRC3N save energy with LutronrWs C>) 0 0 Q ,-i NM�t'LnQ0 0 0 0 0 0 0 o 0 0 0 0 0 O I �r Q0 cn I Ln CV O a =#= C 04 0 0 N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form + one DESIGN ■ PLANNING I U) H � O CD d' N I I 0 Q N z • 04 � � H H • H W .. T�� r•+1' 1 L/ 1 rLl + H CV � w 0 O Z � E a ME300 (N) Dimmers or Approved Equal Plates/Timers Scale: NA LED Can Lights or Approved Equal Scale: NA Occupancy Switches Per Code or Approved Equal (As shown on Layout Drawings (O = Occupancy) Scale: NA Sheet scale: See Details +j L-d V! O .rr�nn Ul z 0 a a O w a ri El F z w (i U U 2 rrnn V1 H Q a Q w -iNmvLnlO O O O O O O O O O O O O HE ww H H Q � o 0 � (24 U l-I G O U � m V) f Q0 `" / H I u / Q CV O a H (� a w + W U N a -H O r-i 0"1 N 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM forms one DESIGN ■ PLANNING O C ri c-I O CD O U) ro Q Qd Q O� H � N • Z' V ('� � C14 W F� /--I H E + H CD 4- N 0 O O H n, ti ME400 Sheet scale: See Details UI O .'H VJJl z 0 a a O w 4J El H a W (� U U 2 Ul H Q N a O N M C> CD C) O O O O O 0 0 0 0 0 0 H FA rW� rW� H H{ Q � �, �D o Q a U G' O U CD Q0 o Ln Q C"l a O H xa, w v z •• . • � cxi� 2 zs F—I 64 + H G /'1 124 N N i-1 ri 0 O W 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form¢ one DESIGN ■ PLANNING 0 N I O 0 CD 43 r^ v 1 H � N H � � u 9 �1 04 W • H W .. +CD H H � � �:D mo O4 O H a, h ME461 Sheet Scale: See Details (N) PU w/ BRACES 2x TO TOP CORNER STUDS DET 21 /S3, TYP TYPICAL FRAMING DETAILS: 1.. TYPICAL DETAILS APPLY TO ALL PARTS OF THE JOB. 2.. TYPICAL NAILING FOR BLOCKING, SEE TABLE ON SHEET S3. 4.. RAFTER -TO -RIDGE, SEE DET 1 /S2. RAFTER -TO -HIP, SEE DET 3/S2, RAFTER -TO -WALL, SEE DET 11 /S3. 8.. STUDS WALL FRAMING, SEE DET 34/S2. 10. FRAMING AT DOOR OPENING, SEE DET 36/S2. 11. CUTS ON STUD SHALL NOT EXCEED LIMITS OF DET 32/S2. USE 2x6 STUDS FOR PLUMBING WALL, SEE DET 33/S2. 12. SHEAR WALL ASSEMBLY, SEE SCHEDULE AND DETAILS ON SHEET S3. 13. HOLD-DOWN BOLTS TO NEW CONCRETE, SEE DET 32/S3. 14. HOLD-DOWN BOLTS TO EXISTING CONCRETE, SEE DET 33/S3. 6'-5" ADDITION F1.. FLOOR DIAPHRAGM SHALL BE WOOD STRUCTURAL PANEL 3/4" or 5/8" THICKNESS, GRADE "SINGLE FLOOR EXP 1 ", TONGUE —AND —GROOVE. SPAN RATING 40/20. w/ 10d COMMON NAILS, 4"o.c. AT BOUNDARIES, 6"o.c. AT PANEL EDGES AND 10"o.c. ALONG INTERMEDIATE FRAMING MEMBERS. w/ ADHESIVES 1/4" DIAMETER BEADS SHALL APPLIED OVER EACH JOIST OR BLOCKING MEMBER AND ALONG PANEL JOINTS, TWO 1/4" DIAMETER BEADS SHALL BE APPLIED WHERE PANELS ABUT OVER A JOIST. R1.. ROOF DIAPHRAGM SHALL BE WOOD STRUCTURAL PANEL 5/8" or 1/2" THICKNESS. GRADE "SHEATHING EXP 1 " SPAN RATING 32/16. w/ 8d COMMON NAILS, 4"o.c. AT BOUNDARIES, 6"o.c. AT PANEL EDGES AND 12"o.c. ALONG INTERMEDIATE FRAMING MEMBERS. MINIMUM DIMENSION OF ROOF AND FLOOR SHEATHING TO BE 24". SDPWS 4.2.7 STUDS WALL: W1.. STUDS SHALL HAVE MINIMUM SIZE 2x4 AT MAXIMUM SPACING 16" o.c. HD' i i i i i i i i i i i i i i i i i i i 23 S3 i i i i i i HDU2 6'-5" ADDITION HOLD—DOWN TO NEW CONC., SEE DET 32/S3. N P01 n-nnWKI TO FYlgTItJ(: r'ntir CFF r)1 T 71 /C7 ROOF FRAMING FOUNDATION—-, 0' 48' 12' 16' 20' 24' 28' p' 4' 8' 72' 16' 20' 24' 28' IV �G NEER ,k o 00 N "? C) Z w o T � Z O O rrv^^ (u 0) W � o Qa� cu J M LL U oo Wc rn z c6 I W �n 0 M v � CO (0 O 0 Q � r) O > Q_I � m Q W U � Z w Q � W 0 z Nz W -' o (0 ry m W 1I� z Q n oCD N O N N O N N OfZ CN N LQ � C) ao w U) 0 z cn L m o 0 V) w U) w w w = o V) (E) TOP PLT N 2 'SDWC'x6" HDR SEE PLAN 2'-8" MAX (N) ,.--2 'SDWC'x6' EA SIDE CRPPLE •/ 2-16d 4-16d TO HDR 44 6-16d TO HDR 46 KW STUD 2x TRWAER 2x w/ 16d 0 10"o.c. (E) SILL ON WOOD FLR 4 (N) 2 *50WC"x6"_ / EA STUD OPENING FRAMING 36 S2 SLEEPER 2x10 w/ 3-16d TO EA RAFTER lNl ROOF 2x6 BLK'G w/ 3-16d 8d 0 4"o.c.-\ ROOFS RAFTER 2x6 0 16"o.c. ti w/ 3-8d TOENAIL TO SLEEPER HIP/RIDGE) RR DOUBLE ROOF AT HIP 7 S2 RAFTER w/ 4-8d 2x6 w/ 2-16d TOENAIL 0 EA END TO EA RAFTER 8d 0 6"o.c. � (E)ROOF RAFTER, SLOPED 2x6 w/ 2-16d TO EA RAFTER (E) MAIN ROOF SHTH'G TYPICAL DOUBLE ROOF S2 MIN. LAP 5-0" FACE NAIL 16d ® 10" w/ 16-16d BTWN PLATES DBL TOP PLT ENDNAILS 2-16d TO EA STUD JOINT t SHALL BE OVER STUD OR ADD STUD UNDER JOINT POST 4x 0ST 4x ENDNAIL / 4 STUD 0 16o.c. 0 EA END ALTERNATE: ALTERNATE: ! 4-"SDWC"x4%" �/2-"SDWC"x4%" `-SILL ALTERNATE: ��ENDNAILS 2-16d 3-8d TOENAILS TO EA STUD WHEREVER STUDS WALL BOLTED TO FOUNDATION, SILL PLATE SHALL HAVE MINIMUM ANCHOR BOLTS 5/8"000" 0 4'-0"o.c. OR AS PER SHEAR WALL SCHEDULE. PLATE WASHER A MINIMUM OF 3"x3" x0.229 MUST BE USED ON EACH BOLT. TYPICAL STUDS WALL 34 S2 EDGE DIST. 5/8" MIN WOOD STUD,,,,-- 2x6 0 16"o.c. TOENAILS ON THIS JOB: HARDWARE INSIDE DOUBLE QUOTATION MARK USE SINKER OR BOX NAILS TO VOID SPLIT INDICATES simpson CONNECTOR, EQUIVALENT 8d SINKER(0.113"0), 10d SINKER(0.120"0) HARDWARE APPROVED BY ICC MAY BE USED. VENT PER ARCH DWG 10d 0 8"o.c.- ROOF DIAPHRAGM R RP�ER RAFTER W/ 3-8d TOE NAILS TO RIDGE NEW HANGER 'LSU" SKEWED & SLOPED HIP BID RAFTER -TO -HIP 3 S2 EXISTING - (E) WALL (N) 10d 0 4"o.cREMOVED AT (N) DOOR . ii i (E) BLKG OR RIM JT. (N) FLR SHT'G-� �� (E) FLOOR (N) FLR JT ON HGR LEDGER 2x (N) LAG SCREWS %%5" 0 16"o.c. (E) FLOOR BM A35 0 16"o.c. OR PER SHEAR WALL CONC MAXIMUM ANCHOR BOLT SPACING 4'-0", ADD 5/8"o EXP. BOLT EMBED 5", AS REQ'D TYPICAL NEW -TO -EXISTING FLOOR 22 S2 FOR INTERIOR NON - BEARING WALLS ONLY: 4.0" 0 HOLE FOR INTERIOR NON - BEARING WALLS ONLY: 2-3/4" NOTCH 6" PLUMBING WALL 33 S2 EDGE DIST. 5/8" MIN FOR ALL EXTERIOR & INTERIOR BEARING WALLS: BORE 40% MAX. 1.4"0 HOLE, 2x4 STUDS 2.2"0 HOLE, 2x6 STUDS WOOD STUD FOR INTERIOR BEARING WALLS WALLS ONLY. BORE 60% MAX. 2.1'0 HOLE, 2x4 STUDS 3.3'0 HOLE, 2x6 STUDS FOR INTERIOR NON - BEARING WALLS ONLY: CUT 40 % MAX 1.4" NOTCH, 20 STUDS 2.2' NOTCH, 2x6 STUDS FOR ALL EXTERIOR & INTERIOR BEARING WALLS: CUT 25% MAX 0.88" NOTCH, 2x4 STUDS 1.37' NOTCH, 2x6 STUDS TYPICAL CUT ON STUD 32 S2 THE HARDWARE, HOLD DOWN, METAL STRAPS ... ETC, SHOWN ON DETAILS ARE SYMBALS ONLY, MAY BE NOT THE ACTUAL SHAPE OR SIZE. DO NOT COUNT THE BOLTS, SCREWS, NAILS SHOWN HEREON. INSTALLATION SHALL CONFIRM WITH MANUFACTURER'S SPECIFICATION. VENT PER ARCH DWG ROOF DIAPHRAGM 8d 0 6"o.c. HANGER "LRUZ" �/-SLOPED 3 8d TOE WlI LRIDGE BOARD TO RIDGE RAFTER -TO -RIDGE 1 S2 NOT SPACER \-4 STUDS \_4 FULL HT (ALT) (ALT) STUDS 2x4 f- 3 STUDS F 2 STUDS \_POST 40 POST 4x4 OR 6x6 1.. DOUBLE TOP PLATE MUST BE LAPPED AT INTERSECTION. 2.. NAIL STUD -TO -STUD, OR STUD -TO -POST, w/ 16d 0 10"o.c. 3.. USE FULL TALL STUDS, NO SPACER BETWEEN STUDS. TYP. WALL INTERSECTION 21 S2 THE HARDWARE, HOLD DOWN, METAL STRAPS, ETC, SHOWN ON DETAILS ARE "SYMBALS" ONLY. DO NOT COUNT THE BOLTS, SCREWS, REBAR .... SHOWN ON DETAILS. INSTALLATION SHALL CONFIRM WITH MANUFACTURER'S SPECIFICATION. BLOCKING MIN. CONNT. NAILING 0 EACH END 3-8d TOENAIL OR 2-16d END NAIL. 3-8d TOENAIL TO TOP PLT AS OCCURS 2x4, 24, 2x8 SOLID BLKG BETWEEN JOISTS OR RAFTERS. 200, 202 SOLID BLKG BETWEEN JOISTS OR RAFTERS. 4-8d TOENAIL OR 3-16d END NAIL. 3-8d TOENAIL TO TOP PLT AS OCCURS 20, 2x6 FLAT BLKG, BETWEEN JOISTS/RAFTERS. 2-8d TOENAIL OR 2-16d END NAIL. 2x4, 2x6 SOLID BLKG BETWEEN STUDS 2-8d TOENAIL OR 2-16d END NAIL. 44, 46 SOLID BLKG BETWEEN STUDS 3-8d TOENAIL OR 3-16d END NAIL. NOTES: 1.. THIS TABLE ONLY SHOWING MINIMUM CONSTRUCTION NAILING. 2.. SEE DETAILS FOR ADDITIONAL SHEAR NAILING OF TRANSFERRING SHEAR. 3.. SEE DETAILS FOR ADDITIONAL HANGER OR OTHER HARDWARE REQUIRED. WASHER SCHEDULE BOLT SIZE STEEL PLATE WASHERS STEEL ROUND WASHERS MALLEABLE IRON WASHERS 1 "DIA 2 2"x 2"x 4 21"DIA x 1" 4 4 21 "DIA x" 2 4 8 "DIA 122 "x 22 'x 4 " 22 "DIA x 1 " 24 "DIA x 5 16 s "DIA A.B. ON SILL PLATE w/ WASHER 3"0"xO.229" 3 "DIA 4 I 3"x 39'x 1 " 3" DIA x 3" 3» DIA x 7 " 16 "DIA g 31"x 31"x 5 " 4 4 16 31 "DIA x � " 31 "DIA x 7 » 16 1 "DIA 32"x 32"x 3,,34 "DIA x _L 4" DIA x 1 " 1 1 "DIA 4"x 4"x 8" 42 "DIA x 1" 2 1 1 „DIA 4 4-L„x 41 „x 2 2 16 5' DIA 5 „ x 8 NOTES: 1.. DETAILS AND NOTES ON THIS SHEET ARE "MINIMUM FRAMING REQUIREMENTS" APPLY TO ENTIRE BUILDING. MAINLY FOR GRAVITY LOADS. 2.. SEE ADDITIONAL DETAILS AND NOTES ON OTHER SHEETS FOR MORE REQUIREMENTS REGARDING SHEAR WALLS. FOR LATERAL LOADS. 3.. NAJUNG SCHEDULE ON THIS SHEET MUST BE COMPLIED. HARDWARE SHOWN ON OTHER SHEETS ARE "ADDITION" WORKS. v Ll c u NEER �c b i 00 Z Z o o (n U It v It ��^^ (0 0) v, cm U W , o Q a� c Q a)<n LL co U WCD c rn M Z ti 5 W `? 0 C) M u') M Co �el z O � o 0 >o Q m Q Lj U Z Q LJJ V C� Z Nz Q C� ry m V 1 W/ Il V J W 0 N 0 N r7 N Lo CD z Q r� d- 0 w D "' 0 z m 0 w N �_ (� w V / w w w = 0 G --- ADH SK ANIM 1.. ADTESWE ANCHORS OR WMIS INSTALLED 9M IM6 O SHALL BE ML11 'HIT-HY 150" PER 10C JESR-2678, SIMPSON "SET' PER 10C fE5R-1772 OR APPROVED EQUAL. 2.. ADI}ESIVE ANCHORS SHALL BE INSTALLED AS PER YNRIFAC'TURER'S RECOMMENDATIONS. HOLES TO BE THOROUGHLY CLEANED WITH C0101ESSED AR, WATER OR NYLON BRUSH PRIOR TO INSTALLATION OF ANCHORS. 3.. WHERE ADFESWE ANCHORS USED AS HOLD-DOW BW OF SHEM SILL SPECIAL INSPECTION IS REQURED. W --- WOOD: 1.. STRUCTURAL LUMBER SHALL BE GRADE MAIM DOUGLAS FIR WITH GRADES AS FOLLOWS: 2x JOISTS .......................... NO. 2 & BETTER 4x BEAMS ........................... NO. 1 & BETTER STUDS ................................. STUD GRADE POSTS ................................. NO. 1 ALL NEW FRAMING LLAABER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION. 2.. STRUCTURAL MEMBERS EXPOSED TO WEATHER AND EXTERIOR DECKING SHALL BE DOUGLAS FIR PRESSURE TREATED OR REDWOOD 11 HRT. DECKING MAYBE D.F. COMMERCIAL DEX OR COMPOSITE DECKING APPROVED BY I.C.C. SOAK ALL CUTS AND HOLES IN PRESSURE TREATED MEMBERS WITH PRESERVATIVE, SUCH AS REOCHEM OR OUTLAST 08. 3.. 'WOOD PANEL" IN THIS DOCUMENT REFER TO 'WOOD STRUCTURAL PANEL' PER DEFfflION OF 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'. IT SHILL BE WOOD -BASED PANEL PRODUCT BONDED WITH A WATERPROOF ADHESIVE. INCLUDED ARE PLYWOOD AND ORIENTED STRAND BOARD. MEET REQUIREMENTS OF "USDOC PS1 OR PS2'. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. 4.. WOOD ON A CONCRETE OR MASONRY THAT IS IN DIRECT CONTACT WITH EARTH SHALL BE NATURALLY DURABLE WOOD OR PRESERVATNE-TREATED WOOD USING WATER -BORNE PRESERVATIVES, IN ACCORDANCE WITH AWPA U1. (§2304.11.2) 6.. WOOD FRAMING MEMBERS REST ON EXTERIOR FOUNDATION WALLS SHALL BE 8' ABOVE EXPOSED EARTH, OR OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. (§2304.11.2.2) 7.. JOISTS UNDER AND PARALLEL TO BEARING PARTITION SHALL BE DOUBLED. 8.. PROVIDE FULL -DEPTH 2x SOLID BLOCKING UNDER WALLS WHICH NOT PARALLEL TO JOISTS. 11. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST, (§2308.8.2) HOLES SHALL NOT BE LOCATED IN THE ONE FOURTH OF THE SPAN FROM SUPPORTS. 12. NOTCHES ON THE TOP EDGE AT ENDS OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE - SIXTH OF THE DEPTH. AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. (§2308.8.2) LENGTH OF NOTCHES SHALL NOT EXCEED ONE SIXTH OF THE JOIST DEPTH. 13. NOTCHES SHALL NOT BE PLACED IN ANY LOCATION OF BEAM/GIRDER UNLESS FULLY DETAILED IN THE APPROVED PLANS. 26.. MINIMUM CONNECTION USED TO FASTEN WOOD MEMBERS TOGETHER, SHALL NOT LESS THAN SET FORTH IN TABLE 2304.9.1 - FASTENING SCHEDULE OF CBC. ROOF LIVE LOAD: 20 PSF FLOOR LIVE LOAD: 40 PSF BASIC WIND SPEED: 110 MPH WIND EXPOSURE: B WIND IMPORTANCE: 1.0 OCCUPANCY CATEGORY: RISK CATEGORY RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 MAPPED SPECTRAL RESPONSE: Ss = 2.446 S1 = 1.025 SITE CLASS: D SEISMIC DESIGN CATEGORY: E SPECTRAL RESPONSE: Sds = 1.631 Sdt = 1.025 SYSTEM: R = 6.5 BASE SHEAR: 25.1 % S.D. FLOOD DESIGN: N.A. GENERAL NOTES OF STRUCTURE A --- GENERAL: 1.. ALL PHASES OF CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE LATEST CALIFORNIA BUILDING CODE, ELECTRICAL, MECHANICAL AND PLUMBING CODES, AND ALL APPLICABLE LOCAL ORDINANCES AND REGULATIONS. 2.. GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL PARTS OF THE JOB. SIMILAR CONDITIONS SHALL BE BUILT IN ACCORDANCE WITH THE INFORMATION SHOWN, SUBJECT TO THE ENGINEER'S APPROVAL. 3.. DIMENSIONS TAKE PRECEDENCE OVER SCALE OF DRAWINGS. 4.. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL CONTRACT DOCUMENTS, SITE DIMENSIONS AND CONDITIONS BEFORE COMMENCING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES, INCONSISTENCIES OR MISSING INFORMATION. ALL DIMENSIONS FOR EXISTING CONSTRUCTION ARE APPROXIMATE AND MUST BE FIELD VERIFIED. 5.. ANY REQUIRED CHANGES TO THE STRUCTURAL DRAWINGS DUE TO THE ACCEPTANCE OF ALTERNATES AND/OR SUBSTITUTES IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 6.. CONTRACTOR SHALL PROVIDE ENOUGH SHORING AND BRACING TO SUPPORT ALL CONSTRUCTION LOADS. JOB SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SITE VISITS BY THE STRUCTURAL ENGINEER WILL NOT INCLUDE OBSERVATION OF THE MEANS OF CONSTRUCTION. 7.. CONTRACTOR SWILL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 8.. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS OR SPECIFICATIONS AND DETAIL, WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. 9.. CHANGES TO THESE PLANS OR THEIR USE FOR PROJECT OR APPLICATION NOT ORIGINALLY INTENDED MUST BE APPROVED IN WRITING BY THE ENGINEER. THE ENGINEER WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 10. VERIFY THE ACTUAL SITE STRUCTURE CONDITION PRIOR TO DEMOLITION, NOTIFY THE OWNER ABOUT ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS. 11. INSTALLATION OF HARDWARE AND PRE -FABRICATED PRODUCTS SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.. 12. CUT EXISTING STRUCTURE AS REQUIRED FOR INSTALLATION OF WORK. REMOVE UNUSABLE MATERIALS FROM THE JOB SITE, PATCH EXISTING TO MATCH ADJACENT SURFACES. REPAIR OR REPLACE ALL DAMAGED STRUCTURE UNCOVERED OR OBSERVED DURING THE COURSE OF WORKS. 13, SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: a. SIZE AND LOCATION OF OPENINGS ON WALLS AND/OR ROOF. b. PITCH OF ROOF, LOCATION OF NON -BEARING PARTITIONS. c. STAIR DIMENSIONS. B --- FOUNDATION & GRADING: 1.. FOUNDATION DESIGN IS BASED UPON AN ALLOWED SOIL BEARING PRESSURE OF 1,500 PSF AS SET FORTH IN TABLE 1806.2 OF CBC. THE ALLOWABLE PRESSURE MAY BE INCREASED ACCORDINGLY. 2.. LOCATE FOOTINGS AT CENTER OF COLUMNS OR WALLS, UNLESS NOTED OTHERWISE. C --- CONCRETE: 1.. CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE STRENGTH 2,500 PSI AT THE END OF 28 DAYS. E --- REINFORCEMENTS: 1.. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 OR 40. 2.. BRICK OR POROUS MATERIAL SHALL NOT BE USED TO SUPPORT REINFORCING STEEL OFF GROUND. F --- FASTENERS: 1.. NAILS SHALL CONFORM TO THE NOMINAL SIZE SPECIFIED IN ASTM F1667. (CBC 2303.6) 2., BOLTS, LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. 3.. NAILING, SCREWS, BOLTS, BLOCKING AND FRAMING DETAILS ETC, SHALL COMPLY WITH THE CBC CHAPTER 23. C. WOOD SCREWS SHALL COMPLY WITH "FEDERAL SPECIFICATION" FF-S-111. 5.. FASTENERS AND HARDWARE EXPOSED TO WEATHER SHALL BE HOT -DIP ZINC COATED PER ASTM A153 OR TYPE 304 OR 316 STAINLESS STEEL. 6.. FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM 8695, CLASS 55 MINIMUM. (§2304.9.5) 7.. FASTENERS FOR PRESERVATIVE -TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153. (§2304.9.5) MINIMUM GALVANIZATION LEVEL OF G185. 8.. I.C.C. APPROVED METAL CONNECTORS SHALL BE USED AT EACH SUPPORTED POINT OF BEAM AND EACH END OF POST, TOE NAILING IS NOT ACCEPTABLE. 9., LAG SCREWS SHALL HAVE PROPER WASHER ON WOOD. 10. BOLTS AND LAG SCREWS SHALL HAVE PROPER WASHER, OR STEEL PLATE, ON WOOD. 11. BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. SHEAR PANEL SEE SCHED. FOR "SILL PLT TO STR BELOW" EDGE NAILING 2x RIM JT SILL PLT STEM WALL (REBAR NOT SHOWN) ROOF SHEATHING BOUNDARY NAILING 0 0 0 \-CEILING JOIST AS OCCURS EDGE TOP PLT TO STR ABOVE NAILING 2-2x TOP PLT �- WOOD STUDS SHEAR PANEL ROOF -TO -SHEAR WALL 11 S3 STUDS SILL PLT BOUNDARY NAILING /-FLOOR DIAPH SHEAR PANEL - SEE SCHED. FOR "SILL PLT TO- STR BELOW" EDGE NAILING- 2x BLKG SILL PLT STUDS SILL PLT /,- BOUNDARY NAILING /-FLOOR DIAPH FLR JOIST FLOOR JOIST TYP "-A35 PER SCHED. \\,/2x BLKG ® 4'-0" w/ 4-10d TOENAIL EA END �.: A35 PER SCHED. STEM WALL ANCHOR BOLT, ANCHOR BOLT, (REBAR SEE SCHED. FOR "SILL SEE SCHED. FOR "SILL NOT SHOWN) PLT TO STR BELOW" PLT TO STR BELOW" 1.. WASHER 3"x3"xO.229" ON EACH BOLT. 2.. AT EXIST'G CONC, INSTALL NEW EPDXY BOLTS 5/8"0 EMBED 5". TYPICAL SHEAR WALL -TO -STEM WALL 23 S3 DUCTILE ROD; ASTM A307 GRADE C, A193 GRADE B7, ADHESIVE HOLDOWN BOLTS TO EXISTING CONC ** SPECIAL INSPECTION REQ'D HOLD DOWN MINIMUM BOUNDARY DUCTILE ROD HDU2 2-2x4 5/8"0 EMBED 11" ADHESIVE ANCHOR; simpson "SET-XP" ICC ESR-2508, OR APPROVED EQUAL. (N) SHEAR HOLDOWN PANEL�IS. --TYPE "HDU" (N) FLR SEE DET 22/S2� (E) FLR 4�� _(N) 2x6 POST EA SIDE OF BOLT (E) BLKG OR RIM JOIST 2j" INSPECTION; 1.. BLOW FROM BOTTOM OF HOLE WITH COMPRESSED AIR FOR MIN. 4 SECONDS. (E) FOOTING 2.. BRUSH WITH A ANYLON BRUSH FOR MINL 4 CYCLES. 3.. BLOW AGAIN FOR MIN. 4 SECONDS. HOLD -DOWN TO EXIST'G CONC OPTION: USE CORNER REBAR 32%32" INSTEAD OF BENT MAIN REINF. MIN, LAP BETWEEN CORNER REBAR & MAIN REINF SHALL BE 26". 33 S3 \-(E) JOIST OR BLKG SHEAR WALL SCHEDULE ALL FOOTNOTES APPLY TO ALL WOOD PANEL SHEAR WALLS SILL PLT 1Od NAILS TOP PLATE TO SILL PLATE TO MIN. SIZE OF SHEAR FRAMING AT SPACING AT STRUCTURE ABOVE STRUCTURE BELOW HOLD DOWN SIMPSON NAIL / SCREW ANCHOR BOLT TYPE VALUE PANEL JOINT ON ON PANEL EDGES OR WOOD CONC U.N.O. A35, LTP5 16d / %"0x41/�" 5/8"0 AS SHOWN ON PLAN G 340 #/FT 2x 2x 2x 6" 20" 6" / 12" 30" HDU2, HD3B H 510 #/FT 3x 2x 2x 4" 12" 4" / 8" 20" HDU4, HD5B 2x SILL J 600 #/FT 3x 2x 2x 3" 11" 3" / 6" 18" HDU5, HD78 2x SILL Y :1 HARDY FRAME IS FABRICATED BY HARDY INDUSTRIES INC., I.C.C. #PFC-5342. SEE HARDYFRAME DWGS 1.. STUDS SHALL BE DOUGLAS FIR -LARCH OR SOUTHERN PINE, STUD -GRADE OR BETTER. SPACED 16" o.c. 2.. WOOD PANEL SHALL BE RATED SHEATHING, SPAN RATING 32/16. DURABILITY OF EXPOSURE 1. a.. PANEL SHALL BE GRADE "STRUCTURAL 1" THICKNESS 15/32" OR GRADE "SHEATHING" THICKNESS 19/32". EXCEPT TYPE "F". b.. REDUCE SHEAR VALUES BY 10% FOR GRADE "SHEATHING" THICKNESS 15/32". 3.. ALL PANEL JOINTS BACKED WITH FRAMING. MINIMUM WIDTH OF FRAMING MEMBER AS SHOWN ABOVE. 4.. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 5.. NAIL SHALL BE COMMON OR GALVANIZED BOX NAILS. MINIMUM NAIL PENETRATION IN FRAMING 1-1/2". 6.. SPACE NAILS 0 12" o.c. ALONG INTERMEDIATE FRAMING MEMBERS. 7.. "BOUNDARY MEMBER" MUST BE FULL HEIGHT & CONTINUOUS. BUTT -JOINT STUDS NOT ACCEPTED AS "BOUNDARY MEMBER". 8.. WHEREVER BOUNDARY MEMBER NOT SHOWN ON PLAN, PROVIDE 4x AT HOLDOWN. EXCEPT 2-2x MAY BE USED FOR HDU2, HDU4 & HDU5. 9.. PROVIDE HOLDOWN PER THIS SCHEDULE ONLY WHEN HOLDOWN NOT SHOWN ON PLANS. 10. ALL CONNECTORS AND FASTENERS SHALL BE INSTALLED ACCORDING TO THE INSTRUCTIONS OF MANUFACTURER. 11. ANCHOR BOLT 5/8" DIAMETER J BOLT w/ 7" EMBEDMENT IN CONCRETE. 12. PLATE WASHERS A MINIMUM OF 3"x3"xO.229" SHALL BE USED ON EACH ANCHOR BOLT. 13. FOR PLASTER AND GYPSUM BOARD, APPLY TO NAILING AT ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. J w a HOLD-DOWN °- o' 3 STUDS(NO SKIPPED FILLER) c=n rw/ 16d ® 6" FROM BOTH SIDES HOLD-DOWN ON EITHER SIDE OF 4x CORNER POST m VN 1 i EDGE NAILING -SHEAR PANEL 2EDGE NAILING TYP. WALL INTERSECTION 21 S3 SSTB HOLDOWN BOLTS IN NEW CONC HOLD DOWN MIN. BOUNDARY MONO POUR TWO POUR HDU2 2-2x4 SSTB16 SSTB20 HDU4 2-2x4 SSTB20 SSTB24 1.. USE LONGER TREAD MODEL "SSTBL" FOR 3x SILL PLT. 2.. INSTALL w/ ARROW AWAY FROM EDGE OF CONC. 1%" OR SIMPSON SSTB MIN END DIST 5" PER ICC #2611. MIN 4" CONC UNDER H.D. DEEPEN FOOTING AS REQ'D HOLD-DOWN TO NEW CONC NOTES: 1.. BOTTOM OF FOOTING SHOULD BE 2'-0" BELOW EXTERIOR FINISH GRADE OR UN -DISTURBED GRADE WHICHEVER IS LOWER. 3.. TOP OF CONC STEM WALL MAY BE 2" ABOVE CONCRETE PAVING. FLOOR JT ao GIRD • N HORIZ REBARS -- , a z w � m � a w BENT 12"�J m TYP __II Li w N INTERSECTION OF FOOTING PLAN VIEW ' 43 > ,, ,,,. � J S3 U 16"� EXTERIOR FOOTING Of U m rFIN GIRD 77- z 0 2-#5 CONT. T&B 42 S3 0 SHEAR PANEL EDGE REINF OF SLAB OR TOP REINF OF FOOTING MIN. #4 CONT. 32 S3 NOTE: 1.. DOWELS SHALL BE #5x 28" LONG w/ 6" EPDXIED INTO EXIST'G CONC. - 2 DOWELS T&B M cv I (N) FOOTING FOR REINF SEE DET DO NOT BEND DOWEL �.OL FTG REBAR T&B (E) FTG J L (N) CONT FTG NEW -TO -EXISTING FOOTING a c Cc c z 4 it b NEERCN V00 CD Q N Z JK zoo U 11 ��^^ v, W m E U o 0 0 m m � J M 07 NQ� LL W co 0 m c z W 9)L, r- `n 75 O M (o M co z O 0 Q � 0 > Q W U � z ^ Q _j Lit I- cn Q z Nz m (� V ! W/ 1y ( W 0 z Q L_L_ W zod (LLJ V co N 0 N r7 N L0 C) Q � 0 w (f) V) 0 Z m o 0 L W w W W _ 0