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DIR-2020-001 - Combined Plans 6 REPORTING. AFTER COMPLETION TESTING, ADJUSTING AND BALANCING, - BASE BUILDING IMPROVEMENT ABBREVIATIONS GENERAL NOTES PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR - BASE BUILDING IMPROVEMENT - PERFORMING THESE SERVICES. l. ALL WORK SHALL CONFORM TO ALL GOVERNING CODES AND ORDINANCES. 6.5 OPERATION AND MAINTENANCE MANUAL. PROVIDE THE BUILDING OWNER WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF 2. CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ALL LICENSES AND GUARANTIES/WARRANTIES FOR EACH SYSTEM PRIOR TO FINAL INSPECTION FL PROPERTY LINE LAB. LABORATORY INSPECTIONS AS REQUIRED TO COMPLY WITH ALL CITY AND LOCAL CODES AND LAWS. I CHANNEL LAM. LAMINATE 6.6 INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS & AND LAV. LAVATORY 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR, IN CONFERENCE WITH BUILDING AND REPORTS REQUIRED BY THE ENFORCING AGENCY. ANGLE L LOCKER MANAGEMENT, SHALL PREPARE A LIST OF HIS ACTIVITIES THAT WILL, IN ANY WAY, AFFECT @ AT LNDNDG. LANDING 7. COVERING OF DUCT OPERNINGS AND PROTECTION OF MECHANICAL EQUIPMENT c CENTERLINE L.P. LOW PARTITION THE NORMAL OPERATIONS OF THE BUILDING AND NEIGHBORING TENANTS. PROTECTIVE DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE O DIAMETER OR ROUND LT. LIGHT MEASURES AND SCHEDULING SHALL BE ESTABLISHED TO MINIMIZE DISRUPTION OF H P 1 PERPENDICULAR ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING S 0 6 # POUND OR NUMBER MAT. MATERIAL PROJECT PROPERTY NOT RELATED TO THIS PROJECT. PROVIDE THE MANAGEMENT WITH EQUIPMENT,ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS PARALLEL MAX. MAXIMUM A COPY OF THE SCHEDULE AND THE DESCRIPTION OF PROTECTION. ABV. ABOVE M.B. MACHINE BOLT SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE MAIN ST. CUPPERTINO ACOUS. ACOUSTICAL M.C. MEDICINE CABINET 4. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY A.D. AREA DRAIN M.D.F. MEDIUM DENSITY FIBERBOARD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THE WORK IS COLLECT IN THE SYSTEM. MECH. MECHANICAL ADJ. ADJUSTABLE BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY A.F.F. ABOVE FINISHED FLOOR MEMB. MEMBRANE 8. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OFCUPERTINO AGGR. AGGREGATE MET. METAL QUESTIONS,THE CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT AND THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO 19479 STEVENS CREEK BLVD. AL. ALUMINUM MFR. MANUFACTURER BUILDING MANAGEMENT IN WRITING AND OBTAINING A CLARIFICATION FROM THE MAIN ST . ALUM. ALUMINUM MH. MANHOLE OCCUPANCY THAT PROVIDES AT LEAST A MERV OF 8. ANOD. ANODIZED MIN. MINIMUM ARCHITECT AND BUILDING MANAGEMENT BEFORE PROCEEDING WITH WORK IN APPROX. APPROXIMATE MIR. MISCELLANEOUS QUESTION OR RELATED WORK. REQUESTS FOR ADDITIONAL CHARGES WILL NOT BE 9. ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. PROHIBIT SMOKING WITHIN 25 FEET CUPERTINO, CA 95014 ARCH. ARCHITECTURAL M.O. MASONRY OPENING ENTERTAINED FOR THE CONTRACTOR'S FAILURE TO FORESEE MEANS OF INSTALLING OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS WHERE ASB. ASBESTOS MOD. MODULAR EQUIPMENT INTO POSITION INSIDE STRUCTURES. OUTDOOR AREAS ARE PROVIDED FOR SMOKING AND IN BUILDINGS; OR AS ENFORCED A ASPHALT M.S. MACHINE SCREW BY ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, 19479 STEVENS CREEK BLVD A P N: 316-20-1 12 A.C.C. ASPHALTIC CONCRETE MTD. MOUNTED 5. REFERENCES TO MAKES, BRANDS, AND MODELS IS TO ESTABLISH TYPE AND QUALITY BAL. BALANCE MTG. MOUNTING DESIRED. SUBSTITUTIONS FOR"EQUALS"WILL NOT BE ACCEPTABLE UNLESS SPECIFICALLY CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA STATE UNIVERSITY OR BAS. BASEMENT MUL. MULLION APPROVED BY THE ARCHITECT. CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER IS MORE STRINGENT. BIDTUM. BIITARD TUMIINOUS (N) NEW 10. INDOOR MOISTURE CONTROL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CUPERTINO , CA 95014 hStudioBLDG. BUILDING N. NORTH 6. THE CONTRACTOR SHALL ORDER MATERIALS IN SUFFICIENT TIME FOR ORDERLY CALIFORNIA BUILDING CODE, CCR,TITLE 24, PART 2,SECTIONS 1203 AND CHAPTER 14.1 ■ ■ ■ D-S C e m e BILK. BLOCK N.I.C. NOT IN CONTRACT INSTALLATIONS. THE ARCHITECT WILL NOT ENTERTAIN ANY REQUESTS FOR MATERIAL BLKG. BLOCKING NO.or# NUMBER SUBSTITUTIONS. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE AND INSTALL 11. OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALL VENTILATED SPACES IN BM. BEAM NOM. NOMINAL BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 121 OF THE CALIFORNIA Dream :: Design :: Develop BOT. BOTTOM N.T.S. NOT TO SCALE TEMPORARY FINISHES OR MATERIALS. MONIES WILL BE WITHHELD PENDING THE B.O. BOTTOM OF SATISFACTORY INSTALLATION OF SPECIFIED FINISHES AND MATERIALS. ENERGY CODE, CCR,TITLE 24, PART 6 AND CHAPTER 4 OF CC4,TITLE 8 OR THE (APN : 316-20- 1 12) BSMT. BASEMENT O.A. OVERALL APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT. BTWN. BETWEEN OBS. OBSCURE 7. THE CONTRACTOR SHALL DETERMINE ALL LEAD TIMES FOR FINSH MATERIAL AT TIME OF B.U.R. BUILT-UP ROOFING O.C. ON CENTER 12. CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS EQUIPPED WITH DEMAND O.D. OUTSIDE DIAMETER(DIM.) PRICING TO ASSURE AVAILIBILITY OF MATERIALS AS SCHEDULE REQUIRES. ANY COSTS CAB. CABINET O.F.C.I. OWNER FURNSHED FOR SPECIAL HANDLING OR AIR FREIGHT OF MATERIALS IN ORDER TO MEET REQUIRED CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED 222 8TH STREET, . .. C.B. CATCH BASIN CONTRACTOR INSTALLED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF PROJECT DATA PROJECT DESCRIPTION CEM. CEMENT DEADLINES IS THE RESPONSIBILITY OF THE CONTRACTORF. OFFICE . SAN FRANCISCO, CA 94103 CER. CERAMIC O.F.S. OUTSIDE FACE OF STUD THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 121(C). C.G. CORNER GUARD O.H. OPPOSITE HAND 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. T: 41 5.252.0888 C.I. CAST IRON OPNG. OPENING 13. OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, C.J. CONTROL JOINT OPP. OPPOSITE 9. ALL WALL DIMENSIONS ARE FINISHED FACE-OF-WALL, UNLESS SHOWN OR NOTED REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS F: 415.252.8388 CL 5.508.1.1 AND 5.508.1.2. LOCATIONS BASE BUILDING IMPROVEMENT OF RELOCATE (E) PUBLIC RESTROOM AT FLEX 2 BUILDING www.DSCHEME.com CLKG. CAULKING P.I.P. POURED IN PLACE CEILING OTHERWISE. CLO. CLOSET PL. PLATE 10. ALL CLEAR DIMENSIONS ARE REQUIRED TO BE EXACT WITHIN 1/8"SCALE TOLERANCE 13.1. INSTALL HVAC AND REFRIGERATION EQUIPMENT THAT DOES NOT CONTAIN DEMOLITION ONLY: 19409 STEVENS CREEK BLVD.- FLEX 2 TO (E) SHOP 6 BUILDING. CL. CLEAR PLN. PLAN ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CHLOROFLUORCARBONS (CFCs). CUPERTINO, CA 95014 CLR. CLEAR CLRM. CLASSROOM PLAS. PLASTIC LAMINATE 1 1. DIMENSIONS NOTED 'V.I.F."SHALL BE VERIFIED BY CONTRACTOR PRIOR TO 13.2. INSTALL FIRE SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN HALONS. SCOPE OF WORK INCLUDE BUT NOT LIMITED TO: PLYW CMU CONCRETE MASONRY UNIT PLASTER PLYWD. PLYWOOD CONSTRUCTION. 14. TEMPORARY VENTILATION.THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING BASE BUILDING IMPROVEMENT: 19479 STEVENS CREEK BLVD.-SHOP 6 SUITE#110 C.O. CLEAN OUT PR. PAIR CUPERTINO, CA 95014 FLEX 2 BUILDING - DEMOLITION OF (E) PUBLIC RESTROOM. COL. COLUMN PRCST. PRE-CAST 12. NEW CONSTRUCTION SHALL MATCH EXISTING. EVERY EFFORT MUST BE MADE TO CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR COMPT. COMPACTOR PT. PAINT - REMOVE, SALVAGE (E) PLUMBING FIXTURES &ASSOCIATED ACCESSORIES CONCRETE PROVIDE A SEAMLESS, LIKE-NEW SPACE; NO EVIDENCE OF PREVIOUSLY EXISTING ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL EQUIPMENT AND COMP P.T.D. PAPER TOWEL DISPENSER APN: 316-20-1 12 - (N) ACCESS CORRIDOR AND DOOR TO (E) FIRE ROOM CONN. CONNECTION P.T.D./R COMBINATION PAPER TOWEL CONSTRUCTION SHALL REMAIN. NEW CONSTRUCTION, INCLUDING NEW GYPSUM INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR CONSTR. CONSTRUCTION DISPENSER&RECEPTACLE BOARD PARTITIONS THAT ABUT EXISTING DEMOUNTABLE PARTITIONS,SHALL MEET FLUSH FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASE ON ASHRAE ZONING: CN-3 (NEIGHBORHOOD COMMERCIAL ZONE-3) Eo ARC CONT. CONTINUOUS PTN. PARTITION SHOP 6 BUILDING- RELOCATE (N) PUBLIC RESTROOM CORR. CORRIDOR IN THE SAME PLANE WITH NO VISIBLE JOINTS SHOWING U.O.N. 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992. REPLACE S Hj P.T.R. PAPER TOWEL RECEPTACLE - REMOVE PORTION OF (E) STOREFRONT SYSTEM FOR (N) OPENING. �,� DI CNTR. COUNTER P.T.S. PNEUMATIC TUBE SYSTEM ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED G G �q Fp CTR. CENTER 13. THE CONTRACTOR SHALL COMPLETE SUBMITTALS FOR ARCHITECT'S APPROVALS PRIOR EXISTING LOT SIZE: 477,788 S.F. - REMOVE (E) RESTROOM CTRTOP. COUNTERTOP Q.T. QUARRY TILE TO INSTALLATION FOR THE FOLLOWING ITEMS: DURING ALTERNATION, AT THE CONCLUSION OF CONSTRUCTION. CTSK. COUNTERSUNK - REMOVE PORTION OF (E) LANDSCAPE FOR (N) PATHWAY. (RE) RELOCATED EXISTING 1. DOOR HARDWARE 15. INTERIOR SOUND. WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES CONSTRUCTION TYPE: TYPE II-B, SPRINKLERED (NO CHANGE) - REMOVE AND RELOCATE ONE (E) ACCESSIBLE PARKING STALL. No.C-33350 R. RISER 2. 12"X 12" PAINT BRUSH OUTS AND SAMPLES OF ALL FINISH TYPES AND COLORS. AND TENANT SPACES AND PUBLIC SPLACES SHALL HAVE AN STC OF AT LEAST 40. - (N) ACCESSIBLE RESTROOMS , MEN &WOMEN 12-31-21 DBL. DOUBLE RAID. RADIUS �+j RENEwA r DEFLECT. DEFLECTION R.D. ROOF DRAIN 14. SHOP DRAWINGS MUST BE SUBMITTED FOR ARCHITECT'S AND BUILDING MANAGEMENT'S EXISTING USE: FLEX 2- PUBLIC RESTROOM - (N) ACCESSIBLE PATHWAY y� DATE D�t� DE PT. DEPARTMENT REF. REFERENCE APPROVAL BEFORE ANY MILLWORK, CASEWORK,STRUCTURAL OR METAL FABRICATION SHOP b-VACANT - (N) PARTITIONS FOR (N) PUBLIC RESTROOM F OF CA�-�F DETAIL REFL. REFLECTED POWER / COMMUNICATION NOTES D.F. DRINKING FOUNTAIN IS BEGUN. PRIOR TO SUBMITTAL TO ARCHITECT AND BUILDING MANAGEMENT, SHOP D.I. DRAIN INLET REFR. REFRIGERATOR GROSS AREA OF TENANT SPACE: FLEX 2- (E) GROUND FLOOR: 1,148 S.F DIA. DIAMETER REINF. REINFORCED DRAWINGS HAVE BEEN CHECKED FOR CONFORMANCE WITH CONTRACT DOCUMENTS. DIM. DIMENSION REQ. REQUIRED SHOP 6- (E) GROUND FLOOR: 1,876 S.F. RESID. RESIDENTIAL 15. SHOP DRAWINGS ARE NOT CONSIDERED CONTRACT DOCUMENTS. THEY ARE ONLY A PROJECT TEAM DISP. DISPENSER RESIL. RESILIENT (N) PUBLIC RESTROOM: 604 S.F. " DN. DOWN R.F.P. REINFORCED FIBERGLASS PANELS CONVENIENCE TO FACILITATE PROGRESS OF WORK. SHOP DRAWINGS WILL BE 1. CONTRACTOR SHALL THOROUGHLY EXAMINE EXISTING FACILITY AND CONDITIONS D.O. DOOR OPENING RGTR. REGISTER REVIEWED BY ARCHITECT,TENANT AND BUILDING MANAGEMENT FOR GENERAL UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING EXISTING ELECTRICAL EXISTING BUILDING: FLEX 2- (E) 2-STORY DR. DOOR R.H. ROBE HOOK REQUIREMENTS. SERVICE, GENERAL CONDITIONS, AND LOCATIONS OF WORK TO BE EXECUTED AS IDS. DOWNSPOUT RM. ROOM SHOP b- (E) 1-STORY VACANT D.S.P. DRY STANDPIPE R.O. ROUGH OPENING 16. UPON PROJECT COMPLETION, CLEAN AND POLISH ALL ORNAMENTAL METAL, GLASS, SHOWN ON THE DRAWINGS. REPORT ANY CONFLICTS TO ARCHITECT. LANDLORD: ARCHITECT: DWG. DRAWING RWD. REDWOOD APPLICABLE CODES: 2016 CBC, 2016 CPC, 2016 CEC, 2016 CMC, MAIN STREET CUPERTINO MANAGEMENT OFFICE D-SCHEME STUDIO DWR. DRAWER R.W.L. RAIN WATER LEADER HARDWARE, RESILIENT FLOORING, CERAMIC TILE AND OTHER SUCH ITEMS WITH 2. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL THE ELECTRICAL FACTORY FINISHES. REMOVE ALL DUST WITH DUST-CLOTH OR VACUUM CLEANERS. AS SHOWN AND AS REQUIRED FOR A COMPLETE WORKING SYSTEM. 2016 CFC, AND 19419 STEVENS CREEK,SUITE 210, 222 8TH STREET (E) EXISTING S. SOUTH VACUUM/CLEAN CARPET. 2016 CALIFORNIA ENERGY CODE, CUPERTINO CA 95014 SAN FRANCISCO, CA 94103 E. EAST S.C. SOLID CORE 3. ALL ELECTRICAL, MECHANICAL, FIRE PROTECTION, AND PLUMBING WORK AND 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, CONTACT: MIKE ROHDE CONTACT: MARC DIMALANTA/ EA. EACH S.C.D. SEE CIVIL DWGS. 17. THE CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET (BMP SHEET) MUSH BE MATERIALS SHALL BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF E.J. EXPANSION JOINT SCHED. SCHEDULE PRINTED, DISCUSSED, AND KEPT WITH THE BUILDING PERMIT ON THE PROJECT SITE BY THE THE NATIONAL BOARD OF FIRE UNDERWRITERS,THE STATE FIRE MARSHALL, NATIONAL FIRE AND CUPERTINO MUNICIPAL CODE T: 408.777.3081 HYUNGMIN JEON EL. ELEVATION SCRN. SCREEN T: 415.252.0888 ELEC. ELECTRICAL S.D. SOAP DISPENSER OWNER AND GENERAL CONTRACTOR. ALL SUBCONTRACTORS WORKING ON THE PROTECTION ASSOCIATION (N.F.P.A.), NATIONAL ELECTRIC CODE (N.E.C.),THE STATE OF ELEV. ELEVATION SECT. SECTION PROJECT MUST FOLLOW THE GUIDELINES AND PRACTICES AT ALL TIMES FOR THE CALIFORNIA, A.D.A.,THE CITY OF CUPERTINO BUILDING CODE AND ANY APPLICABLE F: 415.252.8388 EMER. EMERGENCY S.E.D. SEE ELEC. DWGS. MECHANICAL, ELECTRICAL, AND ENCL. ENCLOSURE DURATION OF THE PROJECT.THE BMP SHEET MAY BE DOWNLOADED AT LAWS, CODES AND ORDINANCES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED DEFERRED SUBMITTALS E.P. ELECTRICAL PANELBOARD SH. SHELF PLUMBING: SHR. SHOWER WWW.CUPERTINO.ORG/GREENDEV. TO PERMIT WORK NOT CONFORMING TO THESE CODES. CONTRACTOR: EQ. EQUAL SHT. SHEET MHC ENGINEERS INC. EQPT. EQUIPMENT SIM. SIMILAR 4. ALL EQUIPMENT IS TO BE UNDERWRITER LABORATORIES (U.L.) LABELED. T.B.D. E.W.C. ELECTRICAL WATER COOLER S.M.D. SEE MECH. DWGS. THE FOLLOWING WORK TO BE SUBMITTED UNDER SEPARATE PERMITS BY OTHERS: 150 8TH STREET, 1 1 .01 .19 BUILDING PERMIT EXST. EXISTING S.M.S. SHEET METAL SCREW 5. CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL POWER REQUIREMENTS SAN FRANCISCO, CA 94103 EXPO. EXPOSED S.N.D. SANITARY NAPKIN DISPENSER GREEN BUILDING NOTES AND WORK TO BE PERFORMED WITH TENANT REPRESENTATIVE AND BUILDING 1. EXTERIOR SIGNAGE CONTACT: EIKI OR 01 .09.20 REV 1 PER PLANNING&BLDG. EXP. EXPANSION S.N.R. SANITARY NAPKIN RECEPTACLE MANAGEMENT. EXT. EXTERIOR SPEC. SPECIFICATION 2. FIRE SPRINKLER SYSTEM T: 415.512.7160 EXTR. EXTRUSION S.P.D. SEAT PROTECTION DISPENER 6. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST FAULTY WORKMANSHIP OR 3. FIRE ALARM SYSTEM 1 F: 415.512.7120 F.A. FIRE ALARM SQ. SQUARE 1. LAVATORY FAUCETS SHALL HAVE MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 DEFECTIVE MATERIAL. F.B. FLAT BAR S.S.D. SEE STRUCT DWGS. GALLONS PER MINUTES AT 60 PSI. FREDEMENT NOTES: F.BKT. FIRE BLANKET SST. STAINLESS STEEL 7. REESTABLISH COMPLETE SERVICE TO ALL EXISTING FACILITIES WHERE DISRUPTED BY THE F.D. FLOOR DRAIN S.SK. SERVICE SINK 2. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE BMITTAL TO SCCFD FOR INSTALLATION OF EACH OF THE SYSTEMS LISTED BELOW,STA. STATION CONTRACTOR.FDN. FOUNDATION CALIFORNIA PLUMBING CODE (CPC), AND SHALL MEET THE APPLICABLE STANDARDS APTER 1 AND 9.SUBMIT SHOP DRAWINGS (3 SETS) AND A PERMIT APPLICATIONF.E. FIRE EXTINGUISHER STD. STANDARD 8. ALL ELECTRICAL AND TELEPHONE OUTLETS, BOXES, RECEPTACLES, AND MOUNTINGF.E.C. FIRE EXTINGUISHER CAB. STL. STEEL REFERENCED IN CPC TABLE 1401.1 AND CALGREEN CHAPTER 6. FD FOR APPROVAL BEFORE ALTERING SYSTEM. "BUILDING DEPARTMENT PERMITF.H.C. FIRE HOSE CABINET STOR. STORAGE PLATES SHALL MATCH BUILDING STANDARD. INSTALL SINGLE GANGED SWITCH PLATES AT CORRESPONDS TO THIS PROJECT SHALL BE PROVIDED ON SYSTEM SHOPFIN. FINISH STRL. STRUCTURAL 3. EXTERIOR ENTRIES AND/OR OPENINGS TO PREVENT WATER INTRUSION INTO WHERE MORE THAN 1 SWITCH IS REQUIRED AT ANY AREA.STRUCT. STRUCTURAL BUILDINGS PER CALGREEN 5.407.2.2. O BE SUBMITTED FOR REVIEW. FLASH. FLASHING SUSP. SUSPENDED 3.1. PRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT WATER INTRUSION BY 9. ALL WALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED 18"A.F.F.TO CENTERLINE OF FLUOR. FLUORESCENT SYM. SYMMETRICAL ,RECEPTACLE COVERPLATE MOUNTED VERTICALLY, U.O.N. F.O.C. FACE OF CONCRETE USING NONABSORBENT FLOOR AND WALL FINISHES WITHIN AT LEAST 2 FT AROUND AND ADDITIONAL NOTES DRAWING INDEX F.O.F. FACE OF FINISH T.&G. TONGUE AND GROOVE PERPENDICULAR TO SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING: 10. LIGHT SWITCHES AND THERMOSTATS SHALL BE LOCATED ADJACENT OT OPEN DOORS OR F.O.P. FACE OF PLYWOOD T.B. TOWEL BAR T.B.R. TO BE REMOVED 1. AN INSTALLED AWNING AT LEAST 4 FT IN DEPTH CLOSE TO CORNERS TO ALLOW MAXIMUM WALL AREA FOR ARTWORK. LIGHT SWITCHES F.O.S. FACE OF STUDS TEL. TELEPHONE 2. THE DOOR IS PROTECTED BY ROOF OVERHANG AT LEAST 4 FT IN DEPTH TO BE MOUNTED AT HEIGHT TO MATCH EXISTING AND TO CONFORM TO ALL CODES. FPRF. FIREPROOF TEMP. TEMPORARY LOCATIONS ARE TO BE FIELD APPROVED BY ARCHITECT,TENANT AND BUILDING F.R. FIRE RETARDENT TER. TERRAllO 3. THE DOOR IS RECESSED AT LEAST 4 FT DESIGN WITHOUT CONSTRUCTION PHASE SERVICES: ARCHITECTURAL FRZ. FREEZER THK. THICK 4. OTHER METHODS WHICH PROVIDE EQUIVALENT PROTECTION MANAGEMENT BEFORE INSTALLATION. F.S. FLOOR SINK T.O. TOP OF A0.0 DRAWING INDEX, GENERAL NOTES FT. FOOT OR FEET T.O.C. TOP OF CURB 3.2. INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE. 11. FLOOR RECEPTACLES AT CORNERS SHALL BE INSTALLED 6" FROM CENTERLINE OF SINCE DIRECT CONSTRUCTION OBSERVATIONS AND REVIEW OF THE CONTRACTOR'S REF-A0.1 EXISTING SITE PLAN FUG. FOOTING T.O.P. TOP OF PAVEMENT RECEPTACLE TO PARALLEL WALL. OBTAIN APPROVAL FROM BUILDING MANAGEMENT PERFORMANCE IS NOT INCLUDED AS PART OF THE DESIGNER/ARCHITECT'S BASIC FURR. FURRING T.O.S. TOP OF SLAB 4. CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A TH OF TRAVEL FUT. FUTURE T.O.W. TOP OF WALL MINIMUM OF 65 PERCENT OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION BEFORE CORE DRILLING. SERVICES, IT IS UNDERSTOOD THAT SUCH RESPONSIBILITIES WILL BE ASSUMED BY OTHERS. EAi E HI LATIONS F.V. FIELD VERIFY TOIL. TOILET WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2, OR 5.408.1.3; OR MEET A 12. ALL SWITCH LOCATIONS,THERMOSTATS, AND ANY OTHER WALL MOUNTED CONTROL D-SCHEME STUDIO AVAILS ITSELF TO THE CLIENT,THE CONTRACTOR, AND ANY OTHER 1 T.P.D. TOILET PAPER DISPENSER ( ) LIST- ON ESI EN IAL GA. GAUGE T.R. TRASH RECPTACLE LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, DEVICES ARE TO BE FIELD APPROVED BY ARCHITECT AND BUILDING MANAGEMENT PARTIES AS NECESSARY VIA TELEPHONE, FAX, AND EMAIL IN ORDER TO ASSIST IN GALV. GALVANIZED TRD. TREAD WHICHEVER IS MORE STRINGENT. BEFORE INSTALLATION. PROVIDING CLARIFICATIONS OR RESOLVING ISSUES AND PROBLEMS THAT MAY ARISE. 1 G.B. GRAB BAR T.V. TELEVISION LIST- NONRESIDENTIAL GL. GLASS T.W.G. TACKABLE WALL COVERING 4.1. CONSTRUCTION WASTE MANAGEMENT PLAN.SUBMIT PLAN PER CALGREEN 5.408.1.1 13. ALL TELEPHONE AND ELECTRICAL LOCATIONS ARE TO BE FIELD APPROVED BY ARCHITECT A - 6 GND. GROUND TYP. TYPICAL TO ENFORCEMENT AUTHORITY. ALTHOUGH MANY ISSUES CAN BE EASILY ADDRESSED WITHOUT THE A2.0 PROPOSED FLOOR PLAN - FLEX 2 &SHOP 6 G.S.M. GALVANIZED SHEET METAL GR. GRADE BEFORE INSTALLATION. UNF. UNFINISHED 4.2. WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY THAT DESIGNER/ARCHITECT'S INVOLVEMENT,THERE ARE TIMES WHEN PARTICIPATION IS . ARCHITECT MAY MODIFY OUTLET LOCATIONS VERTICALLY OR HORIZONTALLY BY UP TO 6" ADVISABLE. DETERMINATION OF WHEN INVOLVEMENT IS APPROPRIATE IS LEFT TO THE P P EILING PLAN - FLEX 2 &SHOP 6 GYP. GYPSUM U.O.N. UNLESS OTHERWISE NOTED 14 UR. URINAL CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION PRIOR TO INSTALLATION. A4.0 EXTERIOR ELEVATIONS 1 AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH PROFESSIONAL DISCRETION OF THE CONTRACTOR. IT IS UNDERSTOOD THAT THE CLIENT A4.1 I H.B. HOSE IBIBBCA VEST. VERTICAL OR VERTICALLY 15. POWER FOR ALL EQUIPMENT MUST CONFORM TO REQUIREMENTS INDICATED ON AND/OR THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE INTERPRETATION OF H.C. HANDICAPPED VEST. VESTIBULE CALGREEN SECTION 5.408. D Al HD. HAND V.C.T. VINYL COMPOSITION TILE 4.3. WASTE STREAM REDUCTION ALTERNATIVE.THE COMBINED WEIGHT OF NEW PRODUCT MANUFACTURING INFORMATION SHEETS. THE DRAWINGS, AND ANY OTHER SUPPLEMENTAL INFORMATION, AND WHEN THE A .l ET ILS HDWD. HARDWOOD DESIGNER/ARCHITECT IS DENIED THE OPPORTUNITY TO PROVIDE CLARIFICATIONS OR HDWE. HARDWARE W. WEST OR WIRE CONSTRUCTION DISPOSAL THAT DOES NOT EXCEED TWO POUNDS PER S.F. OF BUILDING 16. REFER TO REFLECTED CEILING NOTES FOR ADDITIONAL INFORMATION. A5.2 DETAILS 1 HGT. HEIGHT W/ WITH AREA MAY BE DEEMED TO MEET THE 65%MIN REQUIREMENT AS APPROVED BY THE PARTICIPATE IN CHANGES TO THE DESIGN OR THE RESOLUTION OF ISSUES OR PROBLEMS, H.M. HOLLOW METAL W./C. WATER CLOSET 17. ADVISE BUILDING MANAGEMENT OF POSSIBLE DISRUPTIVE NOISE. ALL PARTIES WAIVE ANY CLAIMS AGAINST THE DESIGNER/ARCHITECT THAT MAY BE IN HR. HORIZONTAL WD.W/H WATER HEATER ENFORCING AGENCY. 18. G.C.SHALL SUBMIT COMPLETE PLANS FOR PERMIT AS REQUIRED TO ELECTRICAL DIVISION ANY WAY CONNECTED THERETO. D-SCHEME STUDIO IS HELD HARMLESS FROM LOSS, HR. HOUR WD. WOOD 4.4. DOCUMENTATION. PROVIDE DOCUMENTATION OF THE WASTE MANAGEMENT PLAN H.S. HANGER STRIP WDW. WINDOW AND FIRE DEPARTMENT OF THE CITY OF CUPERTINO. CLAIM, OR COSTS ARISING OR RESULTING FROM MODIFICATIONS OR CHANGES MADE H.W.D. HOT WATER DISPENSER THAT MEETS THE REQUIREMENTS LISTED IN CALGREEN 5.408.1.1 THROUGH 5.408.1.3. WK WORK MECHANICAL TO THE DESIGN (WITHOUT THE KNOWLEDGE OF THE DESIGNER/ARCHITECT) DUE TO W.O. WHERE OCCURS 19. EXTEND FIRE LIFE SAFETY SYSTEM OR FIRE ALARM AS REQUIRED. I.D. INSIDE DIAMETER (DIM.) W/O WITHOUT 5. RECYCLING BY OCCUPANTS. PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE CONDITIONS OR CIRCUMSTANCES (ANTICIPATED OR NOT) BEYOND THE M0.0 MECHANICAL GENERAL NOTES, LEGENDS, AND PLAN INSUL. INSULATION WP. WATERPROOF ENTIRE BUILDING AND ARE IDENTIFIED FOR THE DEPOSITING,STORAGE AND COLLECTION 20. CONTRACTOR SHALL VERIFY ADEQUACY OF (E) ELECTRICAL PANEL FOR RE-USE BY NEW INT. INTERIOR W.PT. WORKING POINT OF NONHAZARDOUS MATERIALS FOR RECYCLING. TENANT. DESIGNER/ARCHITECT'S CONTROL. M2.0 MECHANICAL TITLE-24 JAN. JANITOR W.R. WATER RESISTANT M2.1 MECHANICAL TITLE-24 JT. JOINT WSCT. WAINSCOT 6. TESTING AND ADJUSTING.TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR N N M2.2 MECHANICAL TITLE-24 WT. WEIGHT BUILDINGS LESS THAN 10,000 S.F. OR FOR NEW SYSTEMS TO SERVE AN ADDITION OR M2.3 MECHANICAL TITLE-24 JOB NUMBER: DRAWN BY: KIT. KITCHEN ALTERNATION SUBJECT TO CALGREEN SECTION 303.1. VICINITY MAP ASSESSOR MAP HMJ K.S. KNEE SPACE b.l.SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING NOT TO SCALE NOT TO SCALE SYSTEMS.SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS DATE: CHECKED BY: APPLICABLE TO THE PROJECT,THE SYSTEMS LISTED IN SECTION 5.410.3.2. ,.,,_ '� °M5 f,84�93F1 10.16.2019 MID 6.2. PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN F ELECTRICAL .~ -- ;„ a AMC Cupertino „ ACCORDANCE WITH INDUSTRY BEST PRACTICES AND APPLICABLE NATIONAL Square 10 ! -" E0.0 ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS STANDARDS ON EACH SYSTEM. N ,aE,e arscl E1.0 ELECTRICAL PLAN SCALE: 6.3. HVAC BALANCING. BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A SCOPE OF WORK- - r..E L ° "e �, E2.0 LIGHTING TITLE-24 AS NOTED BUILDING OR SPACE IS OPERATED FOR NORMAL USE,THE SYSTEM SHOULD BE BALANCED DEMOLITION ONLY SYMBOLS IN ACCORDANCE WITH THE PROCEDURES DEFINED BY NATIONAL STANDARDS LISTED IN a (FLEX 2) �y = WE WPNNGx� CALGREEN SEECTION 5.410.3.3.1. , SHEET TITLE: Bay Club Cupertino DETAIL EP DOOR SYMBOL - -- I ` ^ �_� „�,9 PLUMBING DRAWING INDEX N O SCOPE OF WORK -��:�..--= .m�.rt_ � `•. ��<,�;` - ��^� � �� P0.0 PLUMBING GENERAL NOTES, LEGEND, AND SCHEDULES FINISH MATERIAL (SHOP 6) ,gd jk , SCOPE OF WORK- r.'iili st;;-. GENERAL NOTES NORTH ARROW _ i4 DETAIL NUMBER DOOR MARK Greek8oul !� ' _ P1.0 PLUMBING PLAN DEMOLITION ONLY - -' As.s SHEET NUMBER SEE DOOR SCHEDULE . ? -,•- -:. (FLEX 2) = l l l = } OFFICE ROOM NAME OT Ah)x[;r•.cl r touse� .,.L CENTER LINE �03 HARDWARE GROUP �- �'-'� ENLARGED DETAIL 0- ROOM NUMBER _�_ ' '!" - i SEE SPECS. � `-: ELEVATION 23 DETAIL NUMBER KEY NOTES Stevens Creek Blvd Steverrs Creek BlvdSCOPE - nuWilil% Ir u" ! I. z A9.1 36 SHEET NOTES PARTITION TYPE � � � (SHOP 60F WORK .N�-; �..,•�:�;v : . ��=w�.; � '�I � SHEET NUMBER: 4 ELEVATION NUMBER I SHEET NUMBER - `'" "� ._. & S O S s �► --- ._------ate...... N - .�.�. A3.s - SHEET NUMBER " p p _._ _._. _, u: .fi. ;_._. •1 = ALIGNMENT SYMBOL INTERIOR ELEVATION 102 REFLECTED CEILING PLAN: e + - CEILING HEIGHT to ELEVATION GROUP NUMBER 9-6 ��p° 0 0 SECTION 6 NOTE: e .. �.: SECTION NUMBER A s.3 REVISION SOME OF THE ABOVE SYMBOLS 5 SHEET NUMBER r ACCE9S79LE ° MAY NOT HAVE BEEN USED FOR �E" � gr�nP A4.3 - SHEET NUMBER ELEVATION DESIGNATION 3 THIS PROJECT. Rofhol I idhormnS hnnl 17"MIN.%] _T . . . . . . MAIN STREET I 9 . . .UNAUTHORIZED VEHICLES TABU LATI►./N AUTO PARKING r PARKED IN DESIGNATED C1 U P E RT I N ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING n Z PLACARDS ISSUED LICENSE EXISTING REFLECTORIZED OFFICE 256,568 SF< PERSONS PLATE WITH UDIDSABIILIITIES SIGN WITH I"MIN. HIGH t FLOORS COUNT SPACE PER USE PER FLOOR = MAY BE TOWED AWAY AT C� OWNER'S EXPENSE. TOW LETTERS ("UNAUTHORIZED _ _ STEVENS CREEK a FINCH (V VEHICLES MAY BE RECLAIMED AT PARKING"TOW AWAY .- _ "-•--_-'.-��.,_._,�__ RETAIL 3, 2$ SF Parking Garage Office Hotel Retail OR BY TELEPHONE SIGN) PER CBC -.'•• -.,_ :-�....._ ____ -•�. (1,614 SF+1,614 SF) Level 5 . 200 20 180 1 1 B-502.8. __._ __-.._ .�. __ _ - --` n CUPERTINO CA EXISTING SIGN MOUNTED __ .. "`'- RETAIL L$,75 SF [*9r14G s#of Retail at future Loft Housing site) Level 17B 176 a .,,_ :--.__, ____ - TO WALL AT PARKING -�--__._ "" -- 176 17s ENTRANCE ___-..._-._._._± �" - -� 20' SETBACK LINE HOTEL $O ROOMS {134,58$ SF} eve _.._,.______ _ ;,, - {SEPARAi E APpLICA7IDN} Level 2 174 137 37 (E) POST _ AM .' ram•._ -w.,.. •• .. �___ LOFT APARTMENTS 20 UNITS { 0,l0$ S F} Level {Mezzanine} 69 69 (E) EXISTING FINISH GRADE _....... ... . - -�,.:_.,'._ ` % Ground Level (floor) 162 162 �.,', (FUTURE APPLICATION) - - I- --_ : ., + I; Basement 1 174 174 r � ``4A- _ . Basement 2 17 179 SITE PARKING SIGNAGE - . . . A .2 ( E) _ tea' `` •s 1410 862 180 ass 4 .w__. .: „ , /4 -1 -0 ! �. . :<.:_�, 1 Street 42 42 =: ;�. . - MAIN STREET CUPERTINO - I.: _° •- a ` :.,... �t :�. .- r .. r e Surface lots 319 50 269 _ _ _.<' ti �- ` :x=. AGGREGATOR LLC �— :r :, s' �' ''�,, ``psi .-.. ' c' :; .; a'; �. . . z _ �: 3 216 - 203 R 200 :r,,` :, �, ' .4 Residential Parking - �, - :�- ::. �, s,_ ~;.;�., REDWOOD SHARES PKWY, STE __ _�. l `.,`:. -. - 6�,.f: :;fir �� 10 SETBACK LINE - 7 _ �; . ,: �� 15' SETBACK LINE. . 3' "- ' .._._-. . ,, . 1. 4, , :- ar . _; - Availat71e1Min.IMax. PROPERTY LINE Y,N. - a� r: r SR~, . T:. ;. z City 910 180 679 _ , a._ s Unsf�ared �: - . :;�,<:::: � Resolution Parking 1985 :,. a.�r, T ... f,. ,=': , f ::h �i 4,. e c - �'f-.`rl % . € ;sl::; ;. ��,.�,• Surplus 2:F :. P w�2 ° - i` :...= , I. . '7, �-I - '�W� ' - ..�. .. , :. . - o:�, _..... w :r•^ :: ` �.. :::;. ti rY%: ='r r vim. F . :::. JJ� 4,., :' ` - KENNETHR ODRIGUES„•��• BIKE PARKING .....;• 1, ul. •'1. 1��r aS' 'a - - ,"ti .s 'a _!.- off•' /- 'T,!.•, �� a/ " s" e. �'`i, ` 4 4 5 N ❑ r t h W h i s m a n Road suits 2 0 0 -� �,� .) , RETAIL {CLASS li) 679 CARS k�a 51° 34 STALLS :.i«. � . I . / . I I ..� " M::v' OFFICE (CLASS 1) 910 CARS @ 51° 6 STALLS i C A B 5 0 s 6 5 n r i3 4 4 j f , 4 TALL Mountain View . _ � - �� I ..: _` ,. -. ' HOUSING {CLASS I} 160 CARS @ 40°I 64 STALLS .. ::.... ... .IT• `4� a: r I 1 _ sue, a:w. .... .... .. ..... ..x y _ r 1 0 CARS ° 9 STALLS -_---•--., �. HOTEL LASS 8 I .a f• C - r ^3. ( CONSULTANT irr lrwrwrrrriia i■ !A ii .A rl! I .. �M1.: ,11 t =M - liilllfllP I * a �' .. _ ti' 111ti ul11 1L q aelria ix. ■ 1 ti A 4'' 1 t +u n . :: {. I.. / �' ♦ . �� / ■ Y ■ ■ J a'�2.s 153 STALLS a _ -•- TOTAL f31KE PARKING /,. t }l -. m • r '�i'f LI l / h .• .•. .. a k ,�. a : p ■ : •, Y '. �� _. .. . :� _ _ _ 20 SETBACK LINE ■ .t�xE*xWE V• r- .. .. - .. ,.ice.=..:��-..::: :-. M .. .. ..:I =': MIA o - .... ... — — ._....._... �. r. - � . ,..�.� . . �, - . . . . . L .. ........: . . L. 4 .n E Z ••s AE ...i,.. r ; ' �. s :p• EMENT LINE - ,� .. - ■ � P.U.E. EAS ✓Y A !. r , n :z a. x �. w ... .. Z�. ..F:: ,ice �..� sc-:,---:.- �' max,_ - _ - TI• — Prr � - �: S; ai- 'r••• �' &� O S� vg Y V n i - r ■ .a. F- 'fit- m�• " i. �. - 83 I. , sHOPs a � � � � 11 . r�� _ .:., y firw.sr.■ a - . s 1014. ,. t a LINE - - t .. . - �... k'i _ - �.., �� 2 _.PR�PER"l�lt ..r+� w :, L1J . ............. .� . ,: -7 �:. ___ _._... .. __.. .. .1. _.m... �" .%, s�'. II, _ t III _ ,9 �... r ,"r .. � > .� ._11 a e e is • ...N• .r.... ._. ■ .. M.., it i. rrr :a;: . .. ._. U +v _..... ....... ......... _. _ . n �. T 'R a --. u .. . i. -•. i..:....... ... ,., .::- Nlll ill ... 5.. . ..•, r.,. . . :.j 7.�.' % PAI]1 ■. . %A € .. _ .. ■ ! .. .. , .. . . ..... x...._- . I . e e. , a .................... . ■ 2�77 SF " ..•• ._........... .. .. .,. ._. - + \..• V • :..- :.. err': ..t. . 1 4 -- - W C . . . .�_ r. . - ,__.., --. __. 9 09 0 •. h ... .. ■:• yg .P T r HO 1 STEVENS - s• 0 ,. T_ s .1 r` ! l� r „ r _ ='�. ti ■ ri Y x fit 11f171iI R ■ I 1 Ai ■ CREEK BLVD. -.a w r ., ,__j 3.,.,d.,r;_,... .. I .. . .. . .. . / Y;; ., w Illitlllll111 3t. Iitt :. _,4 ...._......:... , - r (I ty a �• .... ..... h �'• i. r . _ , ■ FLEX 2 BUILDING " I ■ "..—— . 1■ ..:..:,.::.: . �.,.�.,•.�t ... ......A ..,.. .......�... _— .� r.._ ..�..•. - �• � , Y. . . . _... _._. ._ _ . -- .. .._: u Orr ■ _ ,:•...■ P . . r �. — . .�..T__,......:,._.. ......._...... _.... ... ... 4 .... ... _._.___._:.__i > ...:. _w.www�yl. _..,..._,._.... i. . . - r..;.... . .:..__�;.:a:_ SCOPE OF WORK: IF� ry a _ _.._.__,.._.__... , . _......._..._ ._.... �I� 11` �. -■- .... ........ 1. _,.. .. .. _��1,1p.� � ■ , , k ■ , . .: ._.;,��:;,. .. .. -..-.. . ) - PUBLIC I ■. _ ■ . .• . ■ r . }.�: - . a r: . . . . # r ., • _ ...._ . ... . DEMOLITOION ONLY � - „ . - ___) _. 11 P 7 =S a S ■ ' v. r6. .I . t- 7 7 F --........ fl t3s _ I ' LL _.:, ... #. ■ari r;': q n. ........ �, ,.• •.. A �.. � �� 11 � � � ! �J/ .... . r _. .. w,_.: _:,.....,. _ _ . .. A ff �.._:; _ r: :,...__j . r .- ■ -w .. OFFEGE 1 _ i. ■S `s - ri ,.v.,�__ ... ::..........._. ■ f r: is w , ■ _�.. ■ FLF�C 2.2 94 SF 9 8 . . •••-• •••• 1 57 LEVEL RE7AILlFLFJC:13,110 SF r x.',�.::°::.. FLEX 1: ,676 SF c i: ........ ■. „.. _..; r . 'i r - i 2 H❑LEVEL OFFIEEJFi E7(:16 384 SF 517 . -� �■ • ST LEVlL R AILlFLEX: S SF # r } ■ NO LEVEL FJFLEX 50Q ■.. ...�,.�.�::...:........ PAD 2 # It Q r . .: _. I •, L FFIC 1 F } 0 I 83 - Q —_:-.. _..;. t" 5 S ;r{. � 2 F ■' I ... �Iriii i� r :1�::.. `-:r_,M .•<.. .'"_`, ■---r rir.ri i�ii .!•i .M .� ti' ,i ce■r rarrrr.ri ice.fir.■ ■Yiiifl.i ii■i.. t�:,. .. . .,. .._. ■ ■■i i - . ...:.,.:.. _ Wit*!: —— e - -===G 7 1 � � - RE11 N fit— �7— �� ■ REVISION r 5 r . . . .: sill :i . Ax ■ ■ r . . A - �'° ■ r=>- _.__. j:: 35 SETBACK ■. . . .... �. . . z:sx. .sa .L.....w..... t. t... ■ 20 SETBACK ■ 11.15.12 PLAN CHECK SUBMITTAL SET �.,. iMi rrnr.rrr OFFICE t r . : - ■wit.. ... si�� s, � :.e.E .■ 1 LINE � .. ■ i .I +1....;.:,..-:,.f:. ,. s:i..i' _�._�_w__.. . .. .. 129,898 SF LINE �_._I-� .. '1. ::_:: . ■ �.. 1 RESPONSE 'i' iarwrw.rirr - 9 041L LAN CHECK - - ■ - s' # ■ :[ r. .. .. - -- - -- -__ ._.... . . . - - - - - _ .rw r 0 P rt .......----i........._---_:._....... ........... '• •,.,are �:.. - rr arrri.irrii■.■ . . ... _..-:: _ ..... - i i rE#ar w......-. ... . .. ....-..... � r .... _, .. _. _... orlr: :::,:,::'_: .::,;. _: __: _ `�..`: _ 10 P.U.E. • A■ A - i. :a ;,:� r r -. . _. �,.► - r .. w.,.- :hM _ -v: A 2 PLAN HECK 2 RESPONSE W . :t.`- 'I.:. : a: 7:, rx = a: :: EASEMENT 3.25.14 C r ,;... .,, . r,r,,:. .: r 1 �r ! _ s ■ .. .. irsrriririiir�ir r= r x f rr�r.: rrl,, r: r ._:..',r. s r ■ 4. .. '......:.. .:... ......... f ■ .. A L r . I A ' N ADA PARKING � , SHOPS 5 ■ 3 ■ ,.:; �.I .1.........r............�..........� �..............�............ . . ki. �.� >� : . .:, K .,,., .-: . `- �........... ... ..... ......... ......... .. �.. ... ....r. . .. .. .11.14 SAICITY COUNCIL REVISIONS F 07 5F - 4 4 A �.r 93 S r �...t. ■ r 1 9 ,. .. A ■ ■ 11�- PROPERTY t SPACE ,.- ` . �. ._.._..... . -- : :ram _ f` �x, r A - ............... -- - rrii`i ieiii,•--_--��; :."........._.... . r ■as z..�:.......:.;. I i. r LINE r,___�_.. ,_.:..__:_: ...x ■ -....... .._.._......- -- ..... r . . LAN CHECK 3 RESPONSE •._ ._.,,,_,. -i-, ■ d f 5 P _....._ r ..:._.:......._ ■ — # ■ ■r _ _...a. .. .......... 2 ■T ....._..._._ _ SHOP .• ........ . ■ _ i .. .. ... ... ......._...... .. ., ... .. _ `i` .. ... ..L..... .. .. .. F.. .._...,.._.._ � rl ■■. !!r '��Ir7: a�°!r■ti�.:�. r� .,.._-� .. A �_:.�:::::::. — w....__ ■ w all air R. ■ h _,�:._._ s _... s >_ �r ...:...:.... _.. fill, � _ . ._ ._. ___.__.... ■ �. stir t� �i :.�..w�.....,... . {.;:!.:-:...... �.t:.::;..;.�._..� ■ �.... x r 1 .•,..::.,. ■1. si rraii L3�k �r ��'1 ,. ..• C iIL} �■1 ■ ■!!■■1 ■L■I1rf�111� .S ■ �iR ! ! ■ __. _. . ■ T _ ■ _,._:�,...__ .�...w�,. ,.._ .... SHOP 1 .� ! ........._.,. r �::..:;� ._::::.; .. ;,� a'r..f+'L?rr�.rr6/.lJr �ila�'F�rrf'1xt�i�.��9'' _ - ■ r -), >t . r r= u. ■ ■: . SHOPS 3 - ,.. ■' s.::::'. ,�. �:�:: :,;:::. .��;::: : ,... r _.,.: ._ ,.._.. _ .. , . a ,. _. .::::::.:.r r . u, :' «,ter i i f,:_.. r L.......... ■. �. �.. .. . , SHOPS 4 ':'::" :: ::::::::::. r ;. r a ;, 9,71$SF .r.. /x firer re_rPz r � _- ,ny�ea�r �r��ri sib a1. ., F ...:::.' _.__: _ ; �. r. a:. -. , r '�r~: ■ ..,. a .. _... 12 616 F ■ _� ... . _... . . ■ - ,. _. _ x w s __ ,.x,.....,� z1. I r. f S r�.�. _ i . .. .#..:..:... .: .. ,>.. .... ................... ...._ r... "� ._.._......... ■, I ' ,.. k: - ■ z i.:r.: CT N DATE - .- - .....-.a.._..,.- _ _ — - �..� _.................. r; ( ...'. r* 1 - — ,,. PROJECT D 22 559 11 15 2012 �. : — . -.. . �.. . . .. . = .-� � . y ter:. x t - ..: s .w:._- - , - x : ' .. - `- cif �' — .� _ ..... _ _,.. E i _... ...... . . . . . . .ems _,. lar _....■ .� FAY _y - _ .._� _......_. � _ ...�_�-::..' -:.:. ��._-.__,_,. �. ... - _ AS SHOWN 9 79 S S C _ _;.....- - - —■ _-. ... . r _ - ,,r r. 14,.,..-_... __. — BLVD. SUITE 1 10 = ` -- . , ...... .. - _ m. . � • _�,�... v. , � _. _._ .- LEX 2 BUILDING � T. �_.._ _ _. CESSIBLE - -- — - - _. _ F .. _, :. 2 2 �_ 1 1_._...._. _..... ._ . • A . , PARKING SCOPE of WORK: 35 SETBACK LINE RELOCATE N PUBLIC _. is_,..:�� m.. - .�. � r� ._ __ __ _Y_.....--..... __.... ( ) _ , : ... �` RE TR MOVERALL SITE PLAN E T . . _�../-:! r. - _ __. -- _ - - ......... . 10 P.U.E. EASEM N L �. . (REFERENCE ONLY) us.� _._ ._�... . .... . ... W..^ ... � � . . . .._ F.. .---.............._I......_._._.......---...._..__._..._. ri Mr.,, „� �.�...%. . . .� _.. h -.. ,r.::,.,,.,...._..... __ __�PROPER�°' "LJNE .._..- - : � _.., . . RETAIL SHOPS . STEVENS CREEK BOULEVARD EXISTING SITE PLAN, PARKING PLAN, AND T . <-Nommmmmmmmmmmmm CBC CHAPTER '11 B ACCESSIBLE PATH OF TRAVEL . ACCESSIBLE ROUTE, TYP. A . . N EXISTING OVERALL SITE PLAN 1/64" = 1 '-0" (E) LANDSCAPE 70 SQ. INCH 70 SQ. INCH - BASE BUILDING IMPROVEMENT - ACCESSIBILITY VAN SIGN, ACCESSIBILITY VAN SIGN, � / NOTE: LANDINGS SUBJECT TO WET (E) WALKWAY NOT TO EXCEED 5% RUN --)S--(E) SIDEWALK------ ON POST. SEE DETAIL 6/ ON POST. SEE DETAIL 6 A0.2 (E) SIDEWALK A0.2 T-0" CONDITIONS SHALL BE DESIGNED TO OR 2% CROSS SLOPE. 4 - _ (E) TURNCATED DOMES TO (E)/(N) REFLECTORIZED SIGN PREVENT THE ACCUMULATION q0,2 z 1:12 MAX. o +I CONSTRUCTED OF PORCELAIN STEEL OF WATER. RAMP& LANDING I - RAMP v w I ) 1:12 MAX. RAMP o COMPLY CBC 1 1 THE TURNCATED DOMES TO °� DETECTABLE WARNING WITH BEADED TEXT OR EQUAL WITH BACKGROUND: THE BLUE SHALL SURFACES SHALL BE _ ____ w COMPLY CBC 1 1 B-705. THE ,'� E 8_ SURFACE SHALL BE YELLOW INTERNATIONAL SYMBOL OF APPROXIMATE FS 15090 IN FED. STD. STABLE FIRM&SLIP-RESISTANT. MIN. Q DETECTABLE WARNING N ML AND APPROX. FS 33538 OF ACCESSIBILITY PER CBC 1 1 6 595C N SURFACE SHALL BE YELLOW Z FEDERAL STANDARD 595C. WITH SECTION 1 1 B-703.7.2.1 2.1 IN IN .WHITE p„ Z AND APPROX. FS 33538 OF PARKING E WHEEL STOP MAIN ST. CUPPERTINO ON A BLUE BACKGROUND. WHITE ISA �`E` MAN g FEDERAL STANDARD 595C. ( ) ONLY THE COLOR BLUE SHALL APPROXIMATE REFER TO ACCESSIBLE PARKING STALL 5��P z "' Z MINIMUM FS 15090 IN FEDERAL STANDARD 595C. `�\ �� :2 WHEEL STOP � � (E) WHITE PAINTED 4" FINE $250 DETAIL FOR LOCATION. DETAIL 2 &3/ �l = WIDE DIAGONAL STRIPES (E)/(N) "FINE"SIGN SHALL BE PROVIDED A0.2 O WHITE PAINTED 4"WIDE AT36" o.c, 19479 STEVENS CREEK BLVD. ACCESSIBLE AS ADDITIONAL LANGUAGE OR o `P�0„ oo (E) STANDARD DIAGONAL STRIPES AT 36" °off o o��o SURFACE IDENTIFICATION 6"MIN. - 8" MAX. ADDITIONAL SIGN BELOW ISA PER CBC co COMPLYING WITH CBC SECTION PARKING SPACE MAX. O.C. ° o°o 1 1 B-502.6.2. 1 1 B-502.6.4. MARKING NNO (E) BLUE PAINTED 4"WIDE CUPERTINO, CA 95014 (E)/(N) "VAN ACC." SIGN REQUIRE. AT �, TRANSITION TO ADJACENT NO BLUE PAINTED 4"WIDE BORDER STRIPES BORDER STRIPES. THE BLUE Z VAN SPACES WHERE OCCUR. NOTE: EMBLEM MUST BE LOCATED IN SURFACES SHALL BE AT THE (� PARKING SHALL APPROXIMATE FS PARKING (E) 36"x36" PAVEMENT AP N: 316-20-1 12 � STALL SO THAT IT IS VISIBLE TO A SAME LEVEL. �" 15090 IN FED. STD. 595C. SYMBOL PER SECTION 10 o (E)/(N) POST TRAFFIC ENFORCEMENT OFFICER IN THE SPACE. CENTERED AT TRUNCATED DOMES TO COMPLY 15090INTER IN FED. EQ. EQ. 1 SYMBOL SEE DETAIL 5/ (E)/(N) 60"MIN. HT., 80" MIN. HT. WHEN A VEHICLE IS PROPERLY PARKED TYP. 36"x36' CBC 1 1 B-705. THE DETECTABLE WARNING NAL SYMBOL , II A0.2 WHEN LOCATED WITHIN A ( SURFACE SHALL BE YELLOW AND 9_0 9 O � ENTRANCE TO STALL OF ACCESSIBILITY PER ■ ■ ■ D-S C e m e Studio CIRCULATION PATH APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C. PER CBC 8' 0' MIN. AT VAN SINGLE 12" HIGH PAINTED H PAINTED RECOMMENDED.) 1 1 B-705.1.1.3.1. STANDARD CBC 1 1 B-502.6.4., SEE - 1 " NDARD ACCESSIBLE LETTERS - ''NO PARKING." DETAIL 5/A0.2 SINGLE STANDARD LETTERS - ''NO PARKING." Dream :: Design :: Develop PARKING STALL ACCESSIBLE PARKING STALL g p 6 (EMN) ACCESSIBLE PARKING SIGNAGE 5 (E)/(N) ACCESSIBLE PARKING SYMBOL 4 (N) PARALLEL FLUSH CURB RAMP , 3 N SINGLE VAN PARKING SPACE 2 (E) SINGLE PARKING SPACE /4 -1 0 /4 -1 0 N.T. /8 1 0 1/8 1 0 222 8TH STREET, SAN FRANCISCO, CA 94103 SITE PLAN NOTES T: 415.252.0888 F: 415.252.8388 www.DSCHEME.com IC \. l. CUPERTINO SANITARY DISTRICT FINAL CCTV INSPECTION AND APPROVAL OF THE EXISTING r■ y1r. '►., ._..> .... ..... ._� ... .,. .•..; ... - . ..:"' "r'' LATERAL IS REQUIRED - <S+ r 3. .> •I _ •• �: .�' ,, , PROPERTY LINE CLEANOUT, POINT OF CONNECTION,AND DISTRICT LATE r i _ 1 ' ..........-.... .,......-,.., - •.. ._. _ _ •s •:� r 1 I PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER MUST ALLOW } r • F ■ l _ '. ..Y. :i.._ _ ,1. i. -Y....i. •i•• �a -- �•t• '� /.� ... ..... .._.___ _ .c. �' � � - L �: C I • 1 - r 1 .a � Vr •--�.• ...1 .�: i•: .>.. - •'i•: Y tl . 1 '• � 1 S rl f•'� L I !�•- •y: •. .• 'r. ::.. i.,� '• � I. , I I t ] � � DISTRICT AT LEAST 48 HOURS' NOTICES TO SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO ;�� _i:'i - .>:.. ;��.. _ ..,,.• 1 '<: •`i+ ,i is ,r , II I: I ;•• In s• + In+ • ,,.•• ,s,. •r' ,- 'i.-_ '• ',=' _ "<`- ` ' '•s=�-= �� '� ""`,.�•�•% ICI j � I MI '1 � I. I ^' ,� r, INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION � � .:.I.L .=i':':.;'I�.y»::�T :-:ter;.rY:_...}.: '-i::.• S f'�- - ��:y:.,. .,� II / � I I. 1 L 1 y yr ,ay ti + r +' �; .R �e; :�r�_ �•;. i:: - r', � �' ''t?.� :.:%�'. •� -� � _ � � Y �'' ,-c; UPON COMPLETION OF INSPECTION. '+ '~ .`?• ��: i �'w-rT-s-�=Y•'r• :: - •"', 'w:^"^: *, 2. STORM WATER SURFACE OR ROOF DRAINS AND OTHER GENERAL SURFACE WATER RUNOFF • + ..}s k > �: SHALL NOT BE DISCHARGED TO THE SANITARY SEWER. :. SHOPS 8 ;.: -• _ � -_. _ �...."{ �, ',s •E'' 'r •3 .Cry �. �. •�"a• �'•....: -•�• �• r;::>• >�':t� .f:•�':"'": .� -"'�f f'- '1`" "' � •' ';'�% --=� .,�-. �M'- 3. THE CUPERTINO SANITARY DISTRICT RECOMMENDS INSTALLING THE REQUIRED C 1 . � S H • • �: ,., •; : ,•:, •;..•._.._.,s:....:tip r,•.<•:, .:=,, •... --_::=mot:_•.:- .1_. : ••1•• _. ., =.'%.�"f�•,• ',;> IMPROVEMENTS NEAR THE BEGINNING OF THE PROJECT IS CASE ANY UNFORESEEN ISSUES T • -LAfHLM 1 - 9 0 ARISE WITH THE INSTALLATION. v d + �.+, �r � •�..••»•••;••••«-:•• �• .,.,.. .,;,,-. .,,-- .,.:•• .n:...L.,.r,r.,: �. . ..;• = ;: � �, i I _ . _ THE APPLICANT MAY POTENTIALLY BE REQUIRED TO UPGRADE THEIR SANITARY SEWER �r•� ■ • 71 y•�, ;.r:. r._�I. _ ,C •- .'� � `�•r�■ram ••, '' r�? -aYT j I I I I C t - ___ ..... .. ?. I *• •. ,a ♦ :••••-•.•••••• :. s: - ay= =,k:;'.,. -'�'- ,` �, ;; i ; LOWER LATERAL IF THE DISTRICT FINDS THE STRUCTURAL CONDITIONS OF THE PIPE TO BE No.c 333so r• -` - - . tip• sft `'• .; a• :` �.<: : :.�.i ;_i. - - �js' c �.; .� "4 UNSATISFACTORY. 12-31-21 i j• • I� ■i•■ :E•- '/•- }. � - RENEWAL • • .• ....:.......,y. �� f>•.a•' '1. •:■.:.:...:.... . •. r,;_ f�[ +rh ,.J:'• . �.,+�`.f _w. I 1 I � DATE • r� ■.f+ � � ,r ;• .• .�' �,•-•,•`.•�•':' .•- •.-._ .;••••••-rY � ■:�: - �,f { I � 4. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC -, .• A PAD 1 - .. �.:�� CHAPTER 33 AND SCCFD'S SPECIFICATION SI-7 - CONSTRUCTION SITE FIRE SAFETY. OF � �• .;a'• - _ - :r'. •a�• * •■-�'''L �e .rl�•.:•.� � '� � 1 5. FIRE DEPARTMENT ACCESS TO THE SITE,THE BUILDING,AND TO ALL FIRE PROTECTION • SYSTEMS SHALL BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH CFC CHAPTER 5. NO woo•.... _ � . • � : :;� - - - HOTEL '�:�-=�' , . , - GARAGE OBSTRUCTION SUCH AS VEHICLES, STORAGE,AND OTHER MATERIALS OR OBJECTS SHALL BE _ f^ xar Il►I�LP ..,,,. _. ■ t� :i� :...�' PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR FIRE rLIM •r r,'-• +:•�+-. _ i ti:. _r - ->• PROTECTION SYSTEM CONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH } - �•:... am'_....:.' ... .-. 1• 1• •• ., ,�..• ,_,.- •�i'•"^ -• .•• ,��.��.t -• :, : �, f HYDRANTS FROM BEING IMMEDIATELY DISCERNIBLE, N ACCORDANCE _ _ a � • EQUIPMENT OR FIRE E I WITH F .4. •;• - - - www' ':.��'�.....•.w^ '�•� ��• . . •>• I I CFC 508 5 -•✓_ - J •'� - -,is �„4 r•ry 'I F - •1 i �I :If:. -.1• - i .k • , r < + r' ':ram••✓ r. 1- ♦ nr,•1,• •r " •1 .:fin r ILL. n/: ✓ +if ti _ .a - ••ra �a'�_ :. •1'4 it ••r �i yy � t l 'L S F- s I _ • •• �...---^='-=; ::, .•-: ...: _ is�� J GL • r ■ • ..�._ - 'tr� •Jr ..per Y._ - n,�: -w ,,•,,•,,,y•+-�•'• ~_>� + • --� ••��• a Jr.�� 1•r„v� >.ra;•r• j+r•, !•�,� p! �1 - � .•..r Ai'_ JI:vJ+•t i4 ..], r•lr .. •'' .�.'�7'. ! ! t.- - __•� :h:• Mr�a - - _ y 1"':' � J _ _ _ a SHOPS 7 . . ::�:: ._. �:"=. • �+ _ 1 •-/ +`• -mil _ .}� _ - {•+� ___ � • . + ••�5^,.,��,�«r'�� '✓•� , t '�• �yiS✓ �} - 1 :•r _.>. ` •F 1 1 .01 .19 BUILDING PERMIT _ I ► F- 1 - r .......... .• . - •-•�. .._ - :.i� _t.r. nl i•-1•., ./._...._._ .. __..._..:• � + �• .S- ............. .. r•• '.I i• r I I I f I' I •�� .. i REVI PER P�;- 1• ... ...-.- . - . .-� •. . . _....... .,,.,..._.._...... 1 . 9.2 LANNIN BLD .. 71 1 0 0 0 G& G I. .•�+ �<� :!� ? r= �ii� �+c•.:m_.<• :as:_iwa::_rw,:__I,u�cm,e.aa:::•Ir •:r.= ::!:G> i :'Xar <� _�y•_ •... •s. � aN�.. ��: .:� .•:'.�:+:;�i::.:.:•::.;..'.... !.•s' dL' :^r++ •� � a I r'f .! , . �a =rY�:.t•__ ']- .-_f�. ..}.tip.t.. .�•.. _,♦. .. •1'.�1: 'S ..- ... � �ILv� � �I!�� r,r , •• •,••• , - Fes' - ,.r•.,.,_.. - �� •�•i - -�: - _____ '-.. i�... .F•:.0 - '• �•' a Sir � ��►•�;.,...'• .>•, . Ta � � •,�_ - -<. • .....,.M1•� js J J :f vC a.,=i1 - - J� ,1�+;'•• •~--- � _ • .�..Y F 1•a .. +.�.• �1: ,�' v'y•a �/ / _ �i.. ,Y is �y�."- .. _ .,•.i.r Y +1 - - .: ♦:v..L �:1•;;:ten:., .' ..^ .. .. t _ r,a- OFFICE 1 ■ • .............i. ...-.•'a •k' -Y'>t .:4: _.r••• _ .�•' •�«.>y...a;.,,��Ir��-._:' ;t:_�•1.-.r. !� ::�:.L.I 'c 'i•�+,[�;. �: -- ' ,•{J-•µ•��:�- �•�':;• - '� •1•.._ _ -' ■ �} � ,_ �"•4...:.... FLEX 2 r• _ FLEX 1 r:. PAD 2 �t; :_-_: �,. :�Y�::: ■ 2 �.s � ---- �:r,� _ �� p��}e,,y��o--.gin-�- � �� <'- '�F'-- - _� 1?• • . ■ E�. s > ;� I •{ �•VC,',TRIC• W- -_ '>�- •ll.l~ 4a ••yl.� - .. : a. . . _ . . . . _ _ . . :Q �1, �>:- _ ■ WIN _ � w .rr*ter ��' ..�.. ems• r>�*rr �rri��r■i�r�■��sr�■' r■I�wr�e�■I�ifll�rr■e�: - w' 1 E A SSIBL � FkFTI �tEL: _ Y �( Cl} � .S Q YV a� _ 1 ',a ► ♦ _ +a;, �, .•• •_.•y.w .wl"• rJM.�l aJrll.•I.1.1•+"._N,lOtir•+'• .ti,ti M•rrr ,.�.Y14/,i - " .Y•, .0 f•`+++++••+'• ,rna.r•Jl.x r.I,w. .afav,r.a r,r1.INf 1•n r,fl.i5,.rl1.lr\dr•.,rra„N.f,•�,•yrr,.,+IN•/Or•.,a�n.+IHa•I,a,+h5+••+•1•Y•5•,•,♦7�,' -r..r: . . . � � 1: s7.. r , ,1' ♦k. a _ _- �1• - r• - r _ - - r � l ,Y �" I•. % ./ _a�+ •,' ..'�C wi•w 3i�►�...R:♦a..0 at,'r,rl• .•�. J -- - _ rir• � MAIN STREET :>.. "■i!■r 3 :4. - 1'1♦ :S • •a.r 'i- ■• ai~ .. r ..r r7Ya ..allfr.]:rYJ.... --. ...rY.•:N ... W / �::>,!.:,:: ,�- ^#r � ,3 S S•6 i Y ({ r .�• Ir rC:• S +i i A �l L PATH F 7RAV L "'+ ti�SS O *s�'a r i ■ r i��i it i; ._ l -,.,.r�_•.:_..::•+•.,.r,. irk■r��i■��A � - E SIDEWALK t „ - .,,.... ....,.. . . E SIDEWALK v � - .. . ..... _ _ . I E• I[SEWALK'• k: S r ''S✓ � 1 1 A i� 4 ti-'' '•Y• Ar iL•• J i ii+' � r •+r.. t•.F»fir 'I,V` -7 A 2 ■ -.�. �0. i f/V .� .. •1 Yam• 1T 15 S•�".v. r� �• .r' - �� +Y•R S •r.Il1•�■ars■Ikr�'■■' i• Lf -'�. Jtil ♦ .r..l '►. a yy._ _ df,`�•.' Irk•. .`4. ! «\ •�••" r!\ •s A -•a �/ ti � r AD SHOPS 5 P 3 ^a _ r ■ 1 .c: 7K c• 5 '1t • 1R 1•i ri it• ___ -__ - ••/::♦• «-i. .�\ r~. - ,•+ . r - ...I-,,,.•Yv w>...r.. ,,1. � ..yam�".^.• � � -.�+��''yr�.r"•M',.:�. :.i'::.: L>.. �J,1 it}-;5.: 7�•k-r S f, � � ■ ♦)I: 5; �a• , r....:,.....r..�i ti....i+..�.. -1• :• '•rZ. ' ram. < ••�. - � i,.::.�-:'...� _ a,< } • �: ,'.ter.>.,w�y..w.:y...r..1•F•-C#:.w..r•.r�, �" � ,.,.ti• ...,. ... ` . ...... ..... ..... ... .. .-r.. i.:'::•'�:•y...r. . �•� :Z': -��• � �- .�• is ♦1 - - _�L.L• :>.. �_ rl� `>. r:l.._ ��.5 :y..:q f.w...n.•r_ _ , •r.. ,.-.✓._ • .. - -y ��I�� . �� - - • ' .,{ y... :ti •.r. _--1: j,�.•!. S •C � sF �.LM .Y�i.��'~��:�w ._, � 1I�� ,�• • 'r' ''�!'� :� Ys•;.'tea" a� � ' . - (�- < � C.�.� -w -w - �.w- _ ..r• ]wa.,. ...i+. w,�siln...i.�r�_�4•.- �:ia••":=:.r.•�7••...j '{ .�r � , .•S: :Y �..�-A.a . - - - •}� j.l., r 1:•1 �,. :.1,.: ^1r � i•Z %• 1..S:Yi~iiii:_ "v! , -:Y.• - ::� A <. ±�. .,.. _ > �' ~• •Ili ADJACENT SHOPS 6 �•. ��:-�::-_ -1, � 3: _ w. �. .F:: :; w •�r•��•��t'r• ■� s��-�� '+I�� • .:� � SHOPS 2 M -•� �Lu:E,r. .;:K: ;:. •>_:•� _ • o_� •��. - :,• � # ' ti i•��` �: ..t JOB NUMBER: DRAWN BY: _ - II :`� i HMJ E BUILDING �.,. � :•>.-= - w'r= >•:�: F..i: - �';��- . .... - _-,,..,:..�...:. . . � . - :- -, Ti `•w-` _ - ;s m1�►.�►.... wry tiL�. � ?r: N�� .!'~ iw••'::. S '; r! ii .►. {}. -I'�Ar; ,,. ..1n, jyw+ �.. _ riA ;�'•fi..w.-:.:Li.r '{ •t � � � ]r.!. :i SHOPS 1 � TARGET =� _: � :. '=r ::� =��>:-__: _ �, �,•� - - •-i �F`: .t �•, � =,.�•� t: � !{ DATE: CHECKED BY: L y 3 - �:.,... 1 .16.2019 MD i Ire0 2 It...... SHOPS 4 :,�-:a,;r,- SHOPS 3 - �N. �y_•..i r:�.i - A0.1 � \'gay y:.;:.... ;� - ��.f•.i-••�� y �. ' � z�T r'=}`_i:'".-_ :r=•>-•� 's;>•�•>:�-''i_ °ti' r;R�:_i> �. fC ;..� � i..:...:� ;.: ='�: �? SCALE: •a.,.,,,� ...... .._ ... ..rw... r-1....-:.�:.� a•11,.-1•y.,� . - :L f....•!- _.. .•�•i� i � i��, •] r i>.. "•'�. " P..Aa.« a l' ,r ... +� ,':hl •7 P 1�1 i. '�:. - y<.y.e.�'y<tvwtli....• '-��.�,r:i ....::; s •.,•{I•••w�3-T� �.. . '. �� i �:r:l.t' '>'a �aa ,�, 1 - Z ♦�•��e� AS NOTED • >r v rT ti. C�..w.`1,./'7Y-i� I.• J t I,�r`.�I.+..l- •�;'....+ ' ��.- � •'i 1- r:C l �� - - ;� i� -z- - ,i� :.�1.. - :;.,., ..,^ _1.;,+.,:�.• ;� _ `-r,I- .E t-.. ,-r' - - - - - _ SHEET TITLE: , -f •S 1 1••n�,l ••\a si-'I, , r r a'1, -Y. YY' yl +Nl•- a ��f�� '��' ► . :a�'�i r ti1LMr\� •�•• �_� 'i I■•�•w4. /MrYM11•• - i 1 1 .SY ■ 2• •y - - ! 1---- . . .. . . . . .. ,1 rr_. . .... _ •... .._ r.; . .. .. :� w... ....... PR P ED PARKIN PLAN ..1 9. _�_ .r �\. 1+ .:•C 7•' alt :L c:--�-. O O S G 1 h w .^'� -=i--'' _ _�. r' ''i :t tom:='::. �c.. .._ :fir• t ''fir r _. ..++ .. -- .. ....••,.'1... r:..1.1 .•• .:r..,-i. -•w*•r:i'w~ .•r...�..n'!f:•��. ... .ti.t,. a..:� # / .. .. ...a......�._r••.••��•,r1.•...r...- .1•r ,11 t ..r. .. :.i•'.',•"' Y�':',.�YT ••�....,rr-•w••.S• �.�IrY n'!'••�' .,..y.a,.,....a- � :°+�'�--•+�..•+-•�. .I.t._. .....,i•M++•r• �-.,-r•�r'---�:.+_+w'rr_+a-e-I�e'es-�rr,�s f• +rr -perk .'.E+r`r•r.+l-•Is_•'. r_'��.••�'I:''�t.• ...w."S•:- - ... - .j.:.......+.:�:.. .. ... ..... 'r'-'^""S r�r•r. r r..r.�l >• L_R /3f�1T .r'�T�.. .. ........ .. ....... .. .... .... - - .., . Y: ._.. • ACCESSIBLE PATH OF TRAVEL JI w \ 7L A A Jr._•i1 R A.f 71 ' 1 .rr.,,-a . 1 s.a■►a-,.. s .x >. .a a .e x_ .c. ... 'a ;.;. __..:E_....._r......__..._.a.r-ter.._ •.• 1 -- •.. .• •. r ? .. '-.'_ r.'. :x• - - •- ( ) , -1 '•+> 1 \e•• �I a.s_•_tztisi:r.\:::�i "�yl■^Il�r. - .. --�:-••r- �'� i! ��,`L-•�•1-�rr1Y■1�•�� •1�• �•.� •� �� • �� •� � � ��- ._,. _... .,,...1 •:.ar•J,r•:-_.�.Ja�_« .. . _.. .. . . .. SHEET NUMBER. .. r•......•.. ..•... .., i. ..+.. ._._.,..... .;�_._.._,....r ...: ....- .. •. .•, a�_ _sti.^_• i •-_1 {•;..i Sh a i K i• � i •. .. . '� ... ._ ..1... ••-• t + f r _ > E S f D1=WALK- 1 - , . - •,.r.W.•.n:ir.n../:.:•,N..iw.�Jw 1!l}Y•1liJ l:rir.\ `'l:►::ti-�><i+::::�1:rM1 .'!1^ ., _• 1• SHOP 6 �•.�... ......,,•. . .r.�lr-rv, 1.v.rr/�vwr-�/u�� n • .. .. .... .. � , 1 - .. ._.... .... _. .:.1..- ...-. .. -- .. •-� .._-- .. - •�■M�'�' .a w •_, .nrr.r _�. Kira .vw Yr•Y,- n r7..�G•r ..,,•Y..... n. STEVENS CREEK BLVD. " 1 ENLARGED EXISTING PARKING PLAN AND ACCESSIBLE PATH OF TRAVEL - FOR REFERENCE - NO CHANGE A06 2 1/16 = 1 0 EXISTING SITE PLUMBING CALCULATIONS - BASE BUILDING IMPROVEMENT - TENANT SUITE OCCUPANT SQUARE PLUMBING EXISTING NO. OF PLUMB. FIXTURES USES EXISTING TENANT SUITE OCCUPANT SQUARE PLUMBING EXISTING NO. OF PLUMB. FIXTURES USES EXISTING TENANT SUITE OCCUPANT SQUARE PLUMBING EXISTING NO. OF PLUMB. FIXTURES USES EXISTING NO. NUMBER ADDRESS/TENANT NAME GROUP FOOTAGE OCCUP. LOAD IN TENANT SPACES PUBLIC NO. NUMBER ADDRESS/TENANT NAME GROUP FOOTAGE OCCUP. LOAD IN TENANT SPACES PUBLIC NO. NUMBER ADDRESS/TENANT NAME GROUP FOOTAGE OCCUP. LOAD IN TENANT SPACES PUBLIC T-TOILET/U - URINAL/S - SINK RESTROOM T-TOILET/U - URINAL/S - SINK RESTROOM T-TOILET/U - URINAL/S - SINK RESTROOM SHOP 2 BUILDING PAD 3 BUILDING FLEX 2 BUILDING - 1 ST FLOOR TENANT 1 19359 STEVENS CREEK BLVD. / RESTAURANT 8,200 S.F. 196/2 MEN WOMEN NO TENANT 1 19389 STEVENS CREEK BLVD. / RESTAURANT 1,847 S.F. 33/2 2 UNISEX RESTROOMS NO TENANT 1 100 19409 STEVENS CREEK BLVD. / RESTAURANT 5,945 S.F. 165/2 MEN WOMEN NO MAIN ST. CUPPERTINO LAZY DOG RESTAURANT& BAR A-2 98 EACH 2 T/ 1 U/2 S 3 T/2 S ROOTSTOCK WINE BAR A-2 17 EACH 1 T/ 1 S 1 T/ 1 S HAIDILAO HOTPOT A-2 83 EACH 2 T/ 1 U/3 S 3 T/3 S SHOP 3 BUILDING FLEX 1 BUILDING - 1 ST FLOOR TENANT 2 120 19409 STEVENS CREEK BLVD. / FITNESS 3,008 S.F. 165/2 2 UNISEX RESTROOMS NO ORANGETHEORY FITNESS A-3 83 EACH 1 T/ 1 S 1 T/ 1 S TENANT 1 130 19369 STEVENS CREEK BLVD. / RESTAURANT 3,900 S.F. 90/2 MEN WOMEN NO TENANT 1 1 941 9 STEVENS CREEK BLVD. / RESTAURANT 3,421 S.F. 70/2 MEN WOMEN NO TENANT 3 140 19409 STEVENS CREEK BLVD. / RESTAURANT 390 S.F. 2 /2 2 UNISEX RESTROOMS NO 19479 STEVENS CREEK BLVD. EUREKA! A-2 45 EACH 1 T/ 1 U/2 S 2 T/2 S OREN'S HUMMUS SHOP A-2 35 EACH 4 T/2 S 4 T/2 S PIZZA MY HEART B 1 EACH 1 T/ 1 S 1 T/ 1 S TENANT 2 120 19369 STEVENS CREEK BLVD. / RESTAURANT 2,802 S.F. 35/2 MEN WOMEN NO TENANT 2 110 1 941 9 STEVENS CREEK BLVD. / RESTAURANT 918 S.F. 28/2 1 UNISEX RESTROOM NO TENANT 4 150 19409 STEVENS CREEK BLVD. / VACANT VACANT VACANT 1 UNISEX RESTROOM NO C U P E RTI N O, CA 95014 PINEAPPLE THAI A-2 18 EACH 1 T/ 1 S 1 T/ 1 S PRESSED JUICERY B 14 EACH 1 T/ 1 S 1 T/ 1 S TENANT 3 100 19369 STEVENS CREEK BLVD. / RESTAURANT 3,714 S.F. 84 /2 MEN WOMEN NO FLEX 1 BUILDING - 2ND FLOOR FLEX 2 BUILDING - 2ND FLOOR AP N: 316-20-1 12 CHEF HUNG TAIWANESE BEEF NOODLE A-2 42 EACH 1 T/ 1 U/ 1 S 2 T/ 1 S SHOP 4 BUILDING TENANT 3 200 1 941 9 STEVENS CREEK BLVD. / OFFICE 4,059 S.F. 20/2 USES FLEX 2 BUILDING 2ND FLOOR NO TENANT 5 200 19409 STEVENS CREEK BLVD. / OFFICE 15,000 S.F. 75/2 SHARED COMMON MEN'S AND WOMEN'S NO CIRRUS LOGIC B 10 EACH SHARED COMMON MEWS AND WOMEN'S BYD ELECTRONICS AMERICA CORP. B 38 EACH RESTROOMS AT FLEX 2 BUILDING ■ ■ ■ D-Scheme Studio TENANT 1 19379 STEVENS CREEK BLVD. / RESTAURANT 13,808 S.F. 383/2 MEN WOMEN NO RESTROOMS-ACCESSED BY 2ND FLOOR TENANT 6 250 19409 STEVENS CREEK BLVD. / OFFICE 2ND FLOOR NO CONNECTING COMMON BUILDING ALEXANDER'S STEAK HOUSE A-2 192 EACH 4 T/4 S 4 T/4 S INTERIOR CORRIDOR OPTOFIDELITY INC. B Dream :: Design :: Develop SHOP 5 BUILDING TENANT 7 260 19409 STEVENS CREEK BLVD. / LABORATORY MEN WOMEN NO RANCHER LABS B 2T/ 1 U/2 S 3 T/2 S TENANT 1 19399 STEVENS CREEK BLVD. / RESTAURANT 4,080 S.F. 106/2 MEN WOMEN NO 222 8TH STREET, PACIFIC CATCH A-2 53 EACH 3 T/ 1 U/2 S 4 T/2 S SAN FRANCISCO, CA 94103 GENERAL NOTES T 415.252.0888 ........_"..,", ".1-0 _-......__.. __�..,._ __ F: 415.252.8388 _____...._---...... - ...�...-:�.�,....�.4___.. ` ' - -� 20'SETBACK LINE www.DSCHEME.com . .1 1,..., 0` "' " -... `�..,` - l. EXISTING SITE PLUMBING CALCULATIONS AND INFORMATION PROVIDED BY LANDLORD/ L.,-., PROPERTY MANAGER,AND IS PROVIDED FOR REFERENCE ONLY. 'a" - •` 2. BASED ON THE INFORMATION PROVIDED BY LANDLORD/PROPERTY MANAGER, EXISTING SHOP 6 - . - :..• „ — -- - .� �• PUBLIC RESTROOM AT FLEX 2 BUILDING AT 1 ST FLOOR USES FOR MALL CONVENIENCE ONLY ;z - _ - `� :. 11 :s; ...... ,;.�.;,,� :,`. I. ED ARC ;( . _ T 1,= — ti l.-- r, C •, �tr D I MA! F s;_ k f3t �- psi:: �I irk. I, :� G s .` `fa v Q� -- ; - .- 1 ' • . ;1 Fp1. rz.; 7C No.C 33350 .... . ..... . " 1 i fs: - - . __ ,r: 3ur *d. �� -� „� •� 12 31 21 •. ,�.. •h .�•n� RENEWAL ::l .� � _ .s,y::� '�• i. ,•��• `` ".' 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Nam: �� sErrsaeE�rrrr iarEilesl�:* � i:•_.-ii _ r ■ ■ ■ s . . f A : E ■ 'i. ... � 1 JOB NUMBER: DRAWN BY: , . % i #: _ x SHOPS 1 '' I HMJ , ■ ■ r ■•:.� rr t.. i'a O _. c: ■ R' I. I - v ..:_... :.o. - 2. .. :t. �: .. :■ ■ � i SHOPS 3 : #' I _ f _. r `r-,�� 'W�`z .■1. % f • 1' r + SHOPS 4 CHECK �i':.. ■ DATE: CHECKED BY: �r ``, , ,' _-'E:�:.,.. C ■ I .. •::.�+ ' � 10.16.2019 MD ■ L .lp�r �:r w_.-_. , __. ... , f ... Y ,P. '•,,_..r .,..._:,,Hi,. =f,A. . �:i r .�� K .. � . r' !' ... . . .:... ,.� .,.:.: .. - — r��. I: r.... _...._. -. <e..r�.3 ,---.�-. .... .... -: - - -, — - - ..---•—..._.:�, .: sir' "'y .. t- S _ —......r ..... .. - :: .: .. .�Y. v _..,.. 1.,. i .... SCALE: ... _ _ ..�.. _...._. a 1.. .. ...,5 iP. .. . _- �a - _ - _ i. ._s _.. — ... —.. .4'VF` - ^ . . .. .. ------ .1..,,_... Z. - n ... ..... ., .r... .. .... .. .. .... ...._.ter r ' , r -r A NOTED _ __ _ _ . . t _�1- r.. .. ---- _. . xa a { : _ . . _� } i �.. _. . ---.n. ,._._........_.--_..... _. - .__ _. __- .._ - w -� L E . -- . ,_., _... _, _ _ - _ - - - . - . - SHEET TITLE i S TRACK LINE ............. .... .... .oli/ Eo0o PARKING r _ -.. - �J1" 1 P U E ENT L ;�.� _ _.- ._: _..-.,:.W.�_ ��T �. � s _ ::� _._ .... :,..,».:_:,,.,�F��. �..m.., _�_.�.._.....,.................. .: - EXISTING SITE �..:'_ n._.. _ j . . . . . . _ .. .. :. .. - - - .. .. _.__..u.._... .— .. . "... ...._� ...y.- f 1 .-.. .. .. 1)�[(' -- .r.-........ -- .... .. ._�...a.... - PI�oPERTv LINE rr�.. „_tf • PLUMBING CALCULATION . r mr SHEET NUMBER: STEVENS GREED BOULEVARD N 1 EXISTING SITE PLAN - PLUMBING CALCUATIONS - REFERENCE ONLY . ( - 002 1/16 — 1 0 - BASE BUILDING IMPROVEMENT - TYPICAL ACCESSIBILITY NOTES - FOR REFERENCE WHERE APPLICABLE A. CORRIDORS E. HARDWARE G. THRESHOLDS 12"MAX. 54"MIN. ELEVATORS M. 1. CORRIDOR WIDTHS: EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED VERTICAL(PER CBC 11B-303.2) 000 5'-0" 42"MIN. 1-1/4"MIN. MAIN ST. CUPPERTINO 10 OR MORE SHALL BE NOT LESS THAN 44"IN WIDTH.CORRIDORS BETWEEN 34"AND 44"ABOVE THE FLOOR. LATCHING AND THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2' LOWER THAN THE � TO 1-1/2"MAX. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR I SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A THRESHOLD OF A DOORWAY.CHANGES IN LEVEL OF 1/4"HIGH MAXIMUM 3 0�� 250 LB.CAPACITY DIAMETER FOUR OR MORE STORIES ABOVE OR BELOW A LEVEL OF 36"IN WIDTH. PATH OF TRAVEL,SHALL BE OPERABLE WITH A SINGLE EFFORT BY SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. 7"-18" 17" . 1 "MAX. GRA4BA EXIT DISCHARGE,NOT LESS THAT ONE REQUIRED ACCESSIBLE LEVER TYPE HARDWARE,BY PANIC BARS,PUSH-PULL ACTIVATING CHANGES IN LEVEL GREATER THAN 1/2"SHALL BE ACCOMPLISHED WITH 7" MAX. MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH 2. CORRIDORS THAT EXCEED 200 FEET IN LENGTH SHALL HAVE MINIMUM SECTION 1009.4 19479 STEVENS CREEK BLVD. CLEAR WIDTH OF 60";OR HAVE,AT A CENTRAL LOCATION,A 60 INCH BARS,OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE W/O A RAMP. EXCEPTION 9.4 REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. BEVELED PER CBC 11 B-303.3 __ _ ____ IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SHOP 6 S//yy MINIMUM WHEELCHAIR TURNING SPACE OR PASSING ALCOVE;OR,HAVE AT ( ) TOILET TISSUE A CENTRAL LOCATION,AN INTERVENING T SHAPED CORRIDOR,A MINIMUM CHANGES IN LEVEL BETWEEN 1/4"HIGH MINIMUM AND 1/2"HIGH MAXIMUM ci �? o LU DISPENSER SPRINKLER SYSTEM INSTALLED PER SECTION 903.1.1 OR 903.1.2, OF 48"IN WIDTH;OR HAVE AT A CENTRAL LOCATION,AN OPENABLE DOOR F. IDENTIFICATION SYMBOLS SHALL BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. CLEARANCE °�° o o a~,oZD THE ELEVATOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED C U P E RTI N O, CA 95014 w z WITH HORIZONTAL EXIT AND LOCATED AT OR ABOVE THE LEVELS 3. EVERY AISLE SHALL BE NOT LESS THAN 3'-O"WIDE IF SERVING ONLY 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED I � z 0 24 MIN. co OF DISCHARGE. ONE SIDE,AND NOT LESS THAN 3'-8"WIDE IF SERVING BY AN EQUILATERAL TRIANGLE 1/4"THICK W/EDGES 12"L AND A VERTEX COMPRESSED CARPET FINISH FLOOR LEVEL - <; : _ o EXCEPTION NO.2: A P N: 316-20-1 12 BOTH SIDES. SUCH MINIMUM WIDTH SHALL BE MEASURED AT THE POINTING UPWARD.WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A 1/4' MAX.BELOW THRESHOLD - M o FARTHEST POINT FROM AN EXIT,CROSS AISLE OR FOYER AND CIRCLE 1/4"THICK AND 12"IN DIAMETER. UNISEX SANITARY FACILITIES SHALL THRESHOLD z "' "' ACCESSIBLE SANITARY FACILITIES GRAB BAR TI BUILDINGS EQUIPPED THROUGHOUT WITH 9 AUTOMATIC � SPRINKLER SYSTEM INSTALLED PER SECTION 903.1.1 OR 903.1.2, SHALL BE INCREASED BY 1-1/2"FOR EACH 3'-O"IN LENGTH TOWARD BE IDENTIFIED BY A CIRCLE 1/4"THICK, 12"IN DIAMETER W/A 1/4" U ¢ o0 13. DIAMETER OR WIDTH:THE DIAMETER OR WIDTH OF THE GRIPPING GRAB BAR THE ELEVATOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED THE EXIT,CROSS AISLE OR FOYER. WITH CONTINENTAL SEATING THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" o w SHALL BE 1-1/4"MIN.TO 1 1/2"MAX.OR THE SHAPE SHALL PROVIDE AN WITH A RAMP CONFORMING TO THE PROVISIONS OF SECTION SIDE AISLES SHALL NOT BE LESS THAN 44"IN WIDTH. DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR v 0 o w AN EQUIVALENT GRIPPING SURFACE.THE SPACE BETWEEN THE WALL7tj 1012(1009.2.1} AT A HEIGHT OF MINIMUM 58"TO MAXIMUM 60"ABOVE THE FINISH FLOOR. 2 o w o AND GRAB BAR SHALL BE 1 1/2". OPERATION ■ ■ ■ D-Scheme Studio THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT 14. SPACING: THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE B. DOORS FROM THE COLOR AND CONTAST OF THE DOOR. 1 __ _ DOOR PERMITTED BELOW AND AT THE ENDS SHALL BE 1 1/2"MINIMUM. THE SPACE BETWEEN THE AUTOMATICALLY./ Dream :: Design :: Develop 1. DOOR SIZE:EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE TO TO SWING OVER GRAB BAR AND PROJECT OBJECTS ABOVE SHALL BE 12"MINIMUM. EXCEPTION: PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 2'-8"IN WIDTH AND NOTES: EXISTING MANUALLY OPERATED HOISTWAY S I 0 S AND NOT LESS THAN 6'8"IN HEIGHT.WHEN INSTALLED IN EXIT 11 MATERIAL:WOMENS&WHL.CHR. 5'-0"CLR. 60"MIN. HATCHED PORTION OF 15. SURFACE:A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE PERMITTED PROVIDED THAT THEY COMPLY WITH DOORWAYS, EXIT DOORS SHALL H CAPABLE INSTALLED OPENING AT LEAST 90° SIGN PANELS TO BE 3mm SINTRA 1/2"MAX. MANEUVERING SPACE SHALL BE FREE OF ANY SHARP OR ABRASSIVE ELEMENTS. EDGES SHALL HAVE SECTIONS11 B-404.2.3 AND 11 B-404.2.9.CAR DOOR CLOSING SHALL A MIN.RADIUS OF 1/8".GRAB BARS SHALL NOT ROTATE BETWEEN THEIR FITTINGS. NOT BE INITIATED UNTIL THE HOISTWAY DOOR IS CLOSED. AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT W/SCOTT-ADA'S 1/32"THICK 16. EXCEPTIONS: FOR L-SHAPED OR U-SHAPED GRAB BARS,THE SPACE SPACE (11 B-407.3.2) 222 8TH STREET, WAY IS NOT IS NOT LESS THAN 32". LETTERS&SYMBOLS HELVETICA NOTES: THRESHOLDS 1/4"MAX. UNISEX TOILET BETWEEN THE WALLS AND THE GRAB BAR SHALL BE 1 1/2"MINIMUM FOR A LEVELING SAN FRANCISCO, CA 94103 1A. MINIMUM ALLOWABLE DISTANCE FROM FINISH FLOOR TO THE BOTTOM OF MEDIUM UPPER CASE. DISTANCE OF 6"ON EITHER SIDE OF THE INSDIE CORNER BETWEEN THE TWO EACH CAR SHALL BE EQUIPPED WITH A SELF-LEVELING FEATURE THE DOOR CLOSER WHERE REQUIRED TO BE 78".(PER CBC 2016 SECTION ALL LETTERS TO BE 1"HIGH 1. AN ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ADJACENT WALL SURFACES. THAT WILL AUTOMATICALLY BRING AND MAINTAIN THE CARAT T: 41 5.252.0888 11 B-404.2.3 EXCEPTION 2.) c BRAILLE LETTERS TO BE FLOOR LANDINGS WITHIN A TOLERANCE OF 1/2 INCH UNDER i ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS,As F: 415.252.8388 1B. DOOR SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER BACK TILES MOUNTED INCHASE REQUIRED,VISIBLE FROM APPROACHING PEDESTRIAN WAYS. I. TOILET FIXTURES & ACCESSORIES J. DRINKING FOUNTAINS RATED LOADING TO ZERO LOADING CONDITIONS.(11B 407.4.4 TYPE HARDWARE,PANIC BARS,PUSH-PULL ACTIVATING BARS ALCOVES DOOR SIZE. WWW•DSCHEME.COm OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT CIRCLE TO BE 3/16",#140 BLUE WHEELCHAIR 1- LAVATORY FIXTURES:THE REQUIREMENTS SHALL APPLY TO LAVATORY FIXTURES, WATER FOUNTAINS SHALL BE COMPLETELY WITHIN ALCOVES OR OTHERWISE THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. PLEXI W/POLISHED EDGES VANITIES AND BUILT-IN LAVATORIES. POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS.WATER FOUNTAINS TABLE 11 B-407.4.1 1C. ALL OPERABLE DOOR HARDWARE PARTS(INCLUDING BUT NOT LIMITED TO FIGURE TO BE 3/16"WHITE PLEXI 2. A CLEAR FLOOR SPACE 30"X 48"SHALL BE PROVIDED IN FRONT OF A LAVATORY SHALL BE NOT LESS THAN 32"IN WIDTH AND 18"IN DEPTH. NXCEPTIOG ELEVA Jfll., 0 R T A HANDLES,PULLS,LATCHES,LOCKS)SHALL BE POSITIONED A MINIMUM OF 34" APPLIED TO BACKGROUND TO ALLOW A FORWARD APPROACH.SUCH CLEAR FLOORSPACE SHALL ADJOIN THE DRINKING FOUNTAIN SHALL BE A MIN. 18"IN DEPTH AND A CLEAR AND COMPLYING WITH S CTIO 1 40 .2. S P I E AND MAXIMUM 44"ABOVE THE FINISHED FLOOR.(PER CBC 11 B-404.2.7) DOOR OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND UNOBSTRUCTED KNEE CLEARANCE UNDER THE DRINKING FOUNTAIN OF NOT LESS (11 B-407.3.6) 1 D. DOORS/GATES WITH CLOSERS REQUIRE A MINIMUM OF 5 SECONDS FOR COLOR:BACKGROUND-BENJAMIN TOE SPACE UNDERNEATH THE LAVATORY. THAN 27"IN HEIGHT AND 8"IN DEPTH. THERE SHALL ALSO BE A TOE CLEARANCE CAR INSIDE. A DOOR/GATE TO CLOSE FROM THE 90°POSITION TO THE 12°POSITION. MOORE#905 3. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MIN.DISTANCE 9"IN HEIGHT AFF AND 17"IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. 4. CLOSE O E FROM ES WITH SPRING HINGES REQUIRE A MINIMUM 1 B- SECONDS TO 18"TO THE CENTER LINE OF THE FIXTURE.ALL ACCESSIBLE LAVATORIES A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH LETTERS-BENJAMIN MOORE#1470 OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11 B-407.4. CLOSE FROM THE H TO THE CLOSED POSITION.(PER CBC F 1.5 SECONDS SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY EXCEPTION: SED ARDA BRAILLE TILES&CHASE: AFF&WITH A CLEARANCE OF 24"MIN.AFF TO THE BOTTOM OF THE APRON OPERATED BY A HANDICAPPED PERSON SUCH AS A HAND OPERATED LEVER IN EXISTING BUILDINGS,WHERE EXISTING SHAFT CONFIGURATIO 2. HINGED DOORS:THE OPENING WIDTH SHALL BE MEASURED W/THE DOOR WOMEN RUBBER BUMPER AMA r STOCK BLACK W/KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN.30"IN PROHIBITS STRICT COMPLIANCE WITH SECTION 11B-407.4.1, G G �q F POSITIONED AT AN ANGLE OF 90°FROM ITS CLOSED POSITION. �++�.. � ON CHAIR TYPE CONTROL LOCATED WITHIN 6"OF THE FRONT OF THE FOUNTAIN, WIDTH W/8"MIN.DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME EXISTING ELEVATOR CAR CONFIGURATIONS THAT PROVIDE A v 9 TRIANGLE TO BE#140 BLUE PLEXI A PUSH BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN,ETC. 3. PAIR OF DOORS:WHERE A PAIR OF DOORS IS UTILIZED,AT LEAST ONE OF THE WOMENS SYMBOL TO BE WHITE PLEXI WIDTH AND SHALL BE A MIN.OF 9"HIGH FROM THE FLOOR AND A MIN. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6"OF THE FRONT CLEAR FLOOR AREA OF 18 SQUARE FEET MINIMUM AND ALSO DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" PROVIDE AN INSIDE CLEAR FLOOR DEPTH 54 INCHES MINIMUM No.C-33350 17 DEEP FROM THE FRONT OF THE LAVATORY. OF THE FOUNTAIN AND SHALL BE WITHIN 36"AFF. THE WATER WITH THE LEAF POSITIONED AT AN ANGLE OF 90°FROM ITS CLOSED POSITION. �, 8" �, 6" SPECIAL: PROVIDE VHB TAPE ON AND A CLEAR WIDTH 48 INCHES MINIMUM SHALL BE PERMITTED. 12-31-21 4. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO 11 B-407.4) RENEWAL �r 4. PUSH EFFORT: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED BACK OF ALL SIGNS ( `� INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. 9p DATE 5 LBS.FOR EXTERIOR DOORS AND INTERIOR DOORS,SUCH PULL OR PUSH WOMENS TOILET ENTRY SIGN ABRASIVE SURFACES UNDER LAVATORIES. TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE NOTES: 3"=1'0" EXCEPTION: 5. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WHEN THE ENFORCING AGENCY DETERMINES THAT IT WOULD CREATE AN MINIMUM DIMENSIONS CENTER PLANE OF SLIDING DOORS,COMPENSATING DEVICES CENTER MATERIAL:MIENS&WHL.CHR. WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, UNREASONABLE HARDSHIP TO LOCATE THE WATER FOUNTAIN IN AN DOOR DOOR INSIDE CAR, INSIDE CAR, INSIDE CAR, PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING OR AUTOMATIC SIGN PANELS TO BE 3mm SINTRA PINCHING OR TWISTING OF THE WRIST. THE FORCE REQ'D.TO ACTIVATE ALCOVE,THE WATER FOUNTAIN MAY PROJECT INTO THE PATH OF TRAVEL, LOCATION CLEAR WIDTH SIDE TO SIDE BACK WALL BACK WALL DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. 5„X2 5/8" W/SCOTT-ADA'S 1/32"THICK CONTROLS SHALL BE NO GREATER THAN 5LBS. LEVER-OPERATED,PUSH-TYPE AND THE PATH OF TRAVEL SHALL BE IDENTIFICABLE TO THE BLIND AS FOLLOWS: TO FRONT TO INSIDE WHERE FIRE DOORS ARE REQUIRED,THE MAXIMUM EFFORT TO OPERATE LETTERS&SYMBOLS HELVETICA AND ELECTRONICALLY CONTROLLED MECHANISM ARE EXAMPLES OF ACCEPTABLE THE SURFACE OF THE PATH OF TRAVEL AT THE WATER FOUNTAIN SHALL RETURN FACE OF THE DOOR SHALL NOT EXCEED 15 LBS.(PER CBC 11 B-404.2.9) MEDIUM UPPER CASE. 10"MIN.BOTTOM DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN BE TEXTURED SO THAT IT IS CLEARLY IDENTIFIABLE BY A BLIND PERSON DOOR ALL LETTERS TO BE 1"HIGH RAIL OR PROVIDE FOR AT LEAST 10 SECONDS. USING A CANE. THE MIN.TEXTURED AREA SHALL EXTEND FROM THE WALL CENTERED 42 INCHES 80 INCHES 51 INCHES 54 INCHES 5. THE BOTTOM 10"OF ALL DOORS EXCEPT AUTOMATIC&SLIDING DOORS KICK PLATE SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BRAILLE LETTERS TO BE WATER CLOSETS SUPPORTING THE WATER FOUNTAIN TO 12"BEYOND THE FRONT EDGE SIDE OFF- 36 INCHES 68 INCHES 51 INCHES 54 INCHES DOOR CONSTRUCTION CENTRED) GRADE 2ADA APPROVED. OF THE WATER FOUNTAIN AND SHALL EXTEND 12 BEYOND EACH SIDE. BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR 6. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MIN. 17"AND A MAX. HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED A BLACK TILES MOUNTED IN CHASE 1. DOOR CONSTRUCTION SHALL HAVE 10 INCHES SMOOTH AND UNINTERRUPTED 19"MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE ANY 36 INCHES 154 INCHES 180 INCHES 80 INCHES 10"HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE CIRCLE TO BE 3/16",#140 BLUE BOTTOM RAIL OR INSTALL 10 INCHES KICK PLATE ON PUSH SIDE OF THE DOOR AUTOMATIC OR OPERABLE W/ONE HAND AND SHALL NOT REQUIRE �e, ANY 36 INCHES 160 INCHES 160 INCHES 160 INCHES OF THE DOOR,WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEEL- PLEXI W/POLISHED EDGES TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR 6„ ELEVATOR FLOOR BUTTON SHALL BE WITHIN 4 FEET FIGURE TO BE 3/16"WHITE PLEXI FOR NARROW FRAME DOORS. CHAIR FOOTREST WITHOUT CREATING A TRIP OR HAZARDOUS CONDITION. THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, e (BOTH SIDE AND FRONT APPROACH)OF THE CAR 6. ALL HANDICAP ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT „ APPLIED TO BACKGROUND NO MORE THAN 44"AFF.THE FORCE REQUIRED TO ACTIVATE THE CONTROLS FLOOR. EXCEPT FOR PHOTO ELECTRIC TUBE BY-PAS LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, 1 -D COLOR:BACKGROUND-BENJAMIN SHALL BE NO GREATER THAN 5 LBS FORCE. SWITCHES,EMERGENCY CONTROLS INCLUDING THE AS REQUIRED,VISIBLE FROM APPROACHING PEDESTRIAN WAYS. MOORE#905 DOOR z o EMERGENCY STOP AND ALARM SHALL BE GROUPED IN OR URINALS �� - ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO LETTERS-BENJAMIN MOORE#1470 BOTTOM RAIL 7. WHERE URINALS ARE PROVIDED,AT LEAST ONE SHALL BE WALL HUNG W/A LOWER THAN 2 FEET 11 INCHES FROM THE FLOOR. FOR MULTIPLE CLEAR FLR. CONTROLS ONLY,ONE SET MUST COMPLY WITH THESE HEIGHT 32� CLEAR OPENINGS MUST BE BRAILLE TILES&CHASE: OR PROVIDE RIM PROJECTING A MIN.OF 13-1/2"FROM THE WALL AND A MAX.OF 17"HIGH A.F.F. SPACE - REQUIREMENTS. THE EMERGENCY TELEPHONE HANDSET SHALL BETWEEN THE DOOR IN IT'S MEN STOCK BLACK KICK PLATE SHALL BE PROVIDED. BE POSITIONED NO HIGHER THAN 4 FEET ABOVE THE FLOOR, 90 DEGREE OPEN POSITION '+"" (LiG TRIANGLE TO BE#140 BLUE PLEXI 8. FLUSH CONTROLS SHALL BE AUTOMATIC OR OPERABLE W/ONE HAND AND s s AND THE HANDSET CORD SHALL BE A MIN.2 FEET 5 INCHES 1 1 .01 .19 BUILDING PERMIT 90° AND THE FACE OF THE STOP. MIENS SYMBOL TO BE WHITE PLEXI SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST MIN. MAX. IN LENGTH. AND SHALL BE MOUNTED NO MORE THAN 44"AFF. THE FORCE REQ'D. ? IDENTIFICATION FOR THE VISUALLY IMPAIRED SHALL BE AS 1 .09.20 REV 1 PER PLANNING&BLDG. 8" �, �, 6" PROVIDE VHB TAPE ON TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.FORCE. FLUSH BACK OF ALL SIGNS CONTROLS SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS. SPOUT HEIGHT& FOLLOWS: STOP Z KNEE CLEARANCE NON-ALCOVE, INSTALLATION PASSENGER ELEVATOR CAR CONTROLS SHALL HAVE A IN. 32"CLR. CLEAR OPENING FOR TWO LEAF MENS TOILET ENTRY SIGN K. WARNING STRIPING & HANDRAIL EXTENSIONS DIMENSION OF 3/4 INCHES AND SHALL BE RAISED 1/8-INCH THRESHOLD +1/32 ABOVE THE SURROUNDING SURFACE. CONTROL BUTTONS DOOR MUST BE BETWEEN EITHER NOTES: 3"=1'0" 1 1/4"MIN.TO 1 1/2"MAX.DIA.HANDRAIL SHALL BE ILLUMINATED,SHALL HAVE SQUARE SHOULDERS,AND 1/4"/FT.MAX. DOOR IN IT'S 90 DEGREE SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS MATERIAL: UNISEX DOOR AND WALL 2 17" MIN. W/1 1/2"CLEAR TO WALL DETECTIBLE. 116-407.2.1.2 POSITION AND THE EDGE OF THE SIGN PANELS TO BE 3mm SINTRA SLOPE o 1 1/2" 12" ( ) 90° OTHER DOOR. W/SCOTT-ADA'S 1/32"THICK �� 25" MAX. 12"PLUS TREAD WIDTH MIN. MIN. THE ACCESSIBILITY FUNCTION BUTTON SHALL BE IDENTIFIED LETTERS&SYMBOLS HELVETICA (I BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND RAISED MEDIUM UPPER CASE. THRESHOLDS 1/4" LINE INDICATES MIN. MIN. INDICATION.THE INTERNATIONAL SYMBOL FOR ACCESSIBILITY C. LEVEL FLOOR OR LANDING AREA REQUIRED FOR00 1 MAX. _ SHALL COMPLY WITH SECTION 11B-703.7.2.1,AND SHALL BE ALL LETTERS TO BE 1"HIGH BRAILLE H. MULTIPLE ACCOMODATION TOILET KNEE CLEARANCE 2"MIN., 5/8 INCH MINIMUM IN HEIGHT.THE INDICATION SHALL BE THREE 1. THE FLOOR OR LANDING ON EA.SIDE OF AN EXIT DOOR SHALL BE LEVEL of LETTERS TO BE GRADE 2 ADA APPROVED. 4"MAX. O RAISED DOTS.EACH DOT SHALL HAVE A BASE DIAMETER OF 0.059 AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF ON DOOR SIGN: ACCESSIBLE FIGURE TO MULTIPLE ACCOMODATION TOILET FACILITIES SHALL HAVE THE FOLLOWING: UNDER COUNTER OR INCH MINIMUM AND 0.063 INCH MAXIMUM AND A HEIGHT OF 0.025 THE DOOR SWING OF AT LEAST 60"AND LENGTH OPPOSITE THE DIRECTION WALL HUNG LAVATORY - _ INCH MINIMUM AND 0.037 INCH MAXIMUM.THE DOTS SHALL BE OF DOOR SWING 44"AS MEASURED AT RIGHT ANGLES TO THE BE 3/16 #140 BLUE PLEXI W/POLISHED 1. WHEELCHAIR CLEARANCE:A CLEAR SPACE MEASURED FROM THE FLOOR TO A oC SPACED 1/4 INCH MEASURED CENTER TO CENTER IN THE FORM EDGES OVER 3/16"WHITE PLEXI TRIANGLE HEIGHT OF 27"AFF,WITHIN THE SANITARY FACILITY ROOM,OF SUFFICIENT SIZE TO _ 1`0 OF AN EQUILATERAL TRIANGLE WITH A VERTEX POINTING UP.THE PLANE OF THE DOOR IN ITS CLOSED POSITION. INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60",OR A CLEAR SPACE 56"X 00 o ACCESSIBILITY FUNCTION BUTTON SHALL NOT BE PROVIDED WITH OVER 3/16"WHITE PLEXI 12"DIA.CIRCLE. ro � A KEY REPEAT FUNCTION.(11 B-411.2.1.2.3) 2. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS 63"IN SIZE.DOORS OTHER THAN THE DOOR TO THE HANDICAPPED/PHYSICALLY _ SHALL EXTEND 24"PAST THE STRIKE EDGE OF THE DOOR FOR ON WALL SIGN: ACCESSIBLE FIGURES, 8" MIN. AND TEXT TO BE WHITE PLEXI W/ DISABLED TOILET COMPARTMENT IN ANY POSITION MAY ENCROACH INTO THIS � � � A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE SPACE NOT MORE THAN 12-INCHES. x '�' MEANS OF SEPERATION SHALL BE PROVIDED BETWEEN ROWS EXTERIOR DOORS AND 18"PAST THE STRIKE EDGE FOR INTERIOR DOORS. � J Q OF CONTROL BUTTONS. 11 B-407.4.7.1.5 POLISHED EDGES OVER BLUE PLEXI 2 CLEAR SPACE:A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL _j " M ' ( ) REQUIRED SQUARE BACKGROUND. PROVIDE A MIN.28"WIDE CLEAR SPACE FROM A FIXTURE OR A MIN.32"WIDE CLEAR z z 4"MIN.TO 7"MAX. HANDRAILS. CLEAR SPACE SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET.A MIN.OF 48"L CLEAR = � `�' SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL 18"MIN.EXTERIOR COLOR:BACKGROUND BENJAMIN SPACE SHALL BE PROVIDED IN A WATER CLOSET IF THE COMPARTMENT HAS AN END _ a, OF THE CAR.CLEARANCE BETWEEN SUPPORT RAILS AND MOORE#905 i- N NOTE:ALL EXTERIOR STAIR TREADS TO HAVE WARNING STRIPES PER SEC.3306(q) ADJACENT SURFACES SHALL BE 1 1/2 INCHES MINIMUM.TOP OF 18"MIN.INTERIOR OPENING DOOR(FACING THE WATER CLOSET).A 60'MIN.LENGTH CLEAR SPACE z N INTERIOR STAIR TREADS TO HAVE WARNING STRIPES @ TOP AND BOTTOM STAIRS ONLY SUPPORT RAILS SHALL BE 31 INCHES MINIMUM TO 33 INCHES 00 LETTERS-BENJAMIN MOORE#1470 SHALL BE PROVIDED IN A COMPARTMENT W/THE DOOR LOCATED AT THE SIDE. 6» INSULATE HOT WATER CONTRASTING STRIPE(PER CBC 11B-504.4.1): INTERIOR STAIRS SHALL HAVE THE UPPER MAXIMUM ABOVE THE FLOOR OF THE CAR.THE ENDS OF THE GRAB BARS SHALL NOT PROJECT MORE THAN 3"INTO THE CLEAR SPACE. AND DRAIN PIPE APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDE CLEAR VISUAL CONTRAST SUPPORT RAIL SHALL BE 6 INCHES MAXIMUM WITH ADJACENT RESTROOM STOCK BLACK AILLE TILES&CHASE: 3. CLEARANCE SIZE: CLEARANCE AROUND A WATER CLOSET SHALL BE 60"MIN. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A WALLS.SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56"MIN.MEASURED STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2" ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE, REQUIRED +.say PROVIDE VHB TAPE ON ELEMENTS.(11B-407.4.10) CLEAR BACK OF ALL SIGNS PERPENDICULAR FROM THE REAR WALL. A MIN.60 WIDE&48"DEEP MANEUVERING WIDE TO A MAXIMUM OF 4"WIDE PLACED PARALLEL TO,AND NOT MORE THAN 1"FROM, SPACE 8 SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. (CBC 11 B-604.3.1) COUNTER WITH LAVATORY THE NOSE OF THE STEP OR UPPER APPROACH. 6. CALL OPERATION BUTTONS REQUIREMENTS. 12"MIN. _ BUTTONS SHALL HAVE SQUARE SHOULDERS,BE 3/4 INCH 4. OVERLAP: THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE MIRRORS --- MINIMUM IN THE SMALLEST DIMENSION AND SHALL BE RAISED 3. UNISEX TOILET ENTRY SIGN 9. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED L. ADDITIONAL REQUIREMENTS ! 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING ACCESSIBLE ROUTES WITH CROSS SLOPE AND LEVEL LANDINGS ALLOWED PERMITTED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB BARS, WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40"MAXIMUM ABOVE THE SURFACE. THE BUTTONS SHALL BE ACTIVATED BY A MECHANICAL TO SLOPE A MAXIMUM OF 1:48 OR 2.1%. DISPENSERS,SANITARY NAPKIN DISPOSAL UNITS,COAT HOOKS,SHELVES, FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR 1. THE CENTER OF FIRE ALARM INITIATING DEVICES SHAL , MOTION THAT IS DETECTABLE.CHARACTERS AND SYMBOLS ON D. VESTIBULE MEWS/WOMEN'S UNISEX ACCESSIBLE ROUTES,CLEAR FLOOR SPACE&CLEARANCES REQUIRED AT OTHER COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING \ GROUND SURFACE OR SIDEWALK. BACKGROUND.ON BUTTONS, HEBR41PROVIDED,SHALL BE WHITE ON A BLACK MOUNTED FIXTURES,&THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL RESTROOM DOOR SURFACE 35"MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. (CBC 11 B-603.3) THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHAL jrBE THE STANDARD USE 1. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. (CBC 11 B-604.3.2) HALL SIGNALS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY,SHALL PROVIDE A MIN. WITHIN 1"OF / IDENTIFICATION SIGNAGE TOWEL,SANITARY NAPKINS,WASTE RECEPTACLES TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY ABOVE OR ADJACENT TO EACH ELEVATOR CAR ENTRANCE 48"OF CLEAR SPACE FROM ANY DOOR OPENING IN SUCH VESTIBULE VERTICAL 5. COMPARTMENT DOORS:WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DISABLED PERSONS AS SET FORTH IN THESE BUILDING STANDARDS.THE THERE SHALL BE A VISUAL IDENTIFICATION FIXTURE WITH A WHEN THE DOOR I POSITIONED AT AN AN LE F °FROM IT CLOSED CENTERLINE A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE,&SHALL HAVE A CLEAR 10. WHERE TOWEL,SANITARY NAPKINS,WASTE RECEPTACLES,AND OTHER SIMILAR SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACK- CAR DESIGNATION CHARACTER.THE IDENTIFICATION FIXTURE 00 SG 0 90 0 S C OS / UNOBSTRUCTED OPENING WIDTH OF 32"WHEN LOCATED AT END&34"WHEN DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT LEAST ONE OF EACH GROUND.THE BLUE SHALL EQUAL COLOR NO. 15090 IN FEDERAL STANDARD 595 SHALL BE 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR POSITION.DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OF DOOR(CBC ACCESSIBLE IDENTIFICATION LOCATED AT THE SIDE W/DOOR POSITIONED AT 90°FROM ITS CLOSED POSITION. TYPE SHALL BE LOCATED W/ALL OPERABLE PARTS, INCLUDING COIN GROUND TO THE GROUND BOTTOM OF THE FIXTURE.THE OR AWAY FROM THE SPACE BETWEEN THE DOORS. 11 B-703.7.2) WALL SIGNAGE IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A \ WHEN STANDARD COMPARTMENT DOORS ARE USED,WITH MIN.9"CLEARANCE FOR SLOTS,WITHIN 40"AFF. MEANS OF WARNING THE HEARING IMPAIRED.FLASHING VISUAL WARNING SHALL CHARACTERS ON THE FIXTURE SHALL BE UPPER CASE WITH A JOB NUMBER: DRAWN BY: 48" MIN. \ FOOTRESTS UNDERNEATH&SELF-CLOSING DEVICE,CLEARANCE&A SELF-CLOSING HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. HEIGHT OF 4 INCHES MINIMUM COMPLYING WITH SECTIONS HMJ \ 58"MIN.&60"MAX.A.F.F. DEVICE,CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IS NOT REQUIRED. 11 B-703.5.1, 11 B-703.5.3, 11 B-703.5.4, 11 B-703.5.7,AND 11 B-703.5.8. FROM CENTERLINE OF SYMBOL TOWELS& PAPER TOWEL EXCEPTION: \ (CBC 11B-703.7.2.6) WASTE DISPENSER SANITARY SEAT ELE OR DI GR M EXISTING BUILDINGS SHALL BE PERMITTED TO HAVE A VISIBLE EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS,A CLEAR IDENTIFICATION FIXTURE WITH A CAR DESIGNATION CHARACTER DATE: CHECKED BY: UNOBSTRUCTED ACCESS NOT LESS THAN 44"SHALL BE PROVIDED TO WATER WASTE HAND NAPKINS COVER SOAP 3EA RE' NT ADJACENT TO EACH ELEVATOR CAR ENTRANCE CENTERED AT 10.16.2019 MD 2. TACTILE EXIT SIGNS SHALL BE REQUIRED IN THE FOLLOWING LOCATIONS: CLOSET COMPARTMENTS DESIGNED FOR USE BY THE HANDICAPPED PEOPLE W/ DRYER DISPENSER DISPENSER M N ER L E 5 72 INCHES ABOVE THE FINISH FLOOR OR GROUND.THE A. EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE BIN CHARACTER ON THE FIXTURE SHALL BE UPPER CASE WITH A DISABILITIES AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET HEIGHT OF 4 INCHES MINIMUM COMPLYING WITH SECTIONS N z 00 z EXIT SIGN WITH THE WORD,"EXIT." COMPARTMENT SHALL BE NOT LESS THAN 48"AS MEASURED AT RIGHT ANGLES TO oo \ 11 B-703.5.1, 11 B-703.5.3, 11 B-703.5.4, 11 B-703.5.7,AND 11 B-703.5.8. SCALE: B. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY COMPARTMENT DOORS IN ITS CLOSED POSITION. X 5 O (11B-411.2.2.1) AS NOTED MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN Q WITH THE FOLLOWING WORDS AS APPROPRIATE: 32" 8. PASSENGER ELEVATOR LANDING JAMBS ON ALL ELEVATOR DOORS @ADJACENT WALLS DOORS IN A SERIES 2) "EXIT STAIR DOWN" CLR. v 4 O FLOOR DESIGNATION SIGNS COMPLYING WITH SECTIONS SHEET TITLE: o �, 11 B-703.2 AND 11 B 703.4.1 SHALL BE PROVIDED ON BOTH JAMBS "EXIT RAMP DOWN" o w PLACE STAR OF ELEVATOR HOISTWAY ENTRANCES.SIGNS SHALL BE PROVIDED TYPICAL ACCESSIBILITY NOTES 48 MIN. 3 "EXIT STAIR UP" • • • • O ~ Z TOILET ACCESSORIES ALONGSIDE O 2 O IN BOTH RAISED CHARACTERS AND BRAILLE.RAISED CHARACTERS 48" MIN. ) J z MAIN EXIT 4) "EXIT RAMP UP" j W - M = o FLOOR p SHALL BE 2 INCHES HIGH.A RAISED STAR PLACED TO THE LEFT OF ( FOR REFERENCE ONLY w o co o Lo THE FLOOR DESIGNATION,SHALL BE PROVIDED ON BOTH JAMBS AT C. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY o o S B O B O THE MAIN ENTRY LEVEL.THE OUTSIDE DIAMETER OF THE STAR o z N J O TOILET TISSUE DISPENSERS o °°°"OPEN E_- SHALL BE OF EQUAL LENGTH.RAISED CHARACTERS, INCLUDING MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED to Q o THE STAR,SHALL BE WHITE ON A BLACK BACKGROUND.BRAILLE BY A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE." A z_ 11. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL a0D O D0a O COMPLYING WITH SECTION 11 B 703.3 SHALL BE PLACED BELOW D) EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR 12"" 2"MINA O��O o o WITHIN 7"MIN.TO 9"MAX.OF THE FRONT EDGE OF THE TOILET SEAT. ^^^" °�R�NOT STOP THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE SHEET NUMBER: 2" MIN.* OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN,SHALL BE CLR. 9 z � w w �m O O O BRAILLE TRANSLATION FOR THE STAR SHALL BE"MAIN".APPLIED IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE." z GRAB BARS PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO co E) EACH EXIT DOOR BE IDENTIFIED BY A SIGN WITH THE WORDS,"TO EXIT." M v 12. LOCATION: GRAB BARS LOCATED ON EA.SIDE,OR ONE SIDE AND THE BACK o THE JAMB.(116 411231) BACK OF THE PHYSICALLY HANDICAPPED/ACCESSIBLE TOILET STALL OR COMPARTMENT,SHALL BE SECURELY ATTACHED 33"MIN.TO 36"MAX.TO ABOVE 4� LOCATION. 3. SIGNS WITH RAISED CHARACTERS AND BRAILLE ARE LOCATED 48"MIN.A.F.F. *PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED AND PARALLEL TO THE FLOOR,EXCEPT WHERE A TANK-TYPE IS USED ELEVATOR CONTROL PANE ELEVATOR C�DOO�RSO �TS �LL �01 �ND H WITH BOTH A LATCH AND A CLOSER. WHICH OBSTRUCTS PLACEMENT AT 33".GRAB BARS AT THE SIDE SHALL BE AT NARROW END OF THE CLEAR FLOOR SPACES REQUIRED BY DOORS @OPPOSITE WALLS BOTH DOORS OPEN OUT MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE,AND 60" LEAST 42"L W/THE FRONT END POSITIONED 24"IN FRONT OF THE WATER SECTION 11 B-409.4.1.(11 B-409.3.2) A0 ,6 3 MAX.A.F.F.FROM THE BASELINE OF THE HIGHEST RAISED CHARACTER TO FIN. *PROVIDE THIS ADDTIONAL SPACE IF DOOR IS SECURED FLR.(PER CBC 11B-703.4.1,FIGURE 11 B-703.4.1.) MULTIPLE ACCOMMODATION FACILITY CLOSET STOOL.GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36"L. WITH BOTH A LATCH AND CLOSER - BASE BUILDING IMPROVEMENT - CALGREEN NON-RESIDENTIAL CHECKLIST - 5A06.4 Bicycle parking. Comply with Sections 5.106.4.1 and 5.106.4.2; or Division MANDATORY ITEMS meet local ordinance, whichever is stricter. ❑X N/A ❑ COMMUNITY DEVELOPMENT DEPARTMENT• BUiLDING DIVISION 5.106.4.1.1 Short-Term bicycle parking. If the qualified project Is REFER TO (E) SITE PLAN Performance Requirements ALBERT SALVAQ444. P.E.. C.B.O.. BUILDING OFFICIAL anticipated to generate visitor traffic, provide permanently anchored bicycle SHEET REF-AO.1 SHOP 6 CUPERTINO racks within 200 feet of the visitors' entrance, readily visible to passers-by, 5.201.1 Scope. The California Energy Commission will continue to adopt MAIN ST. CUPPERTINO 1030D TORRE AVENUE -CUPERTINO. CA 85014-3255 for 5 percent of visitor motorized vehicle parking spaces being added, with ❑X N/A ❑ mandatory building standards. ® MD ❑ (408)777-3228 - FAX(408)777-3333 -buildlnaCdcuvenino.oro a minimum of one two-bike capacity rack. REFER TO (E) SITE PLAN REFER TO TITLE 24 SHEET REF-AO.1 Division WATER AND CONSERVATION PURPOSE: 5.106.4.1.2 Long-Term bicycle parking. For qualified buildings with over 5.3 14 tenant-occupants or for additions or alterations that add 10 or more ❑ N/A ❑ Indoor Water Use tenan t vehi cu lar parki ng spaces, provid e secure bi cycl e parki ng for 5 The nor-residential provisions of the 2416 CalGreen Cede outline planning, design and development methods that REFER TO (E) SITE PLAN 19479 STEVENS CREEK BLVD. include environmental! responsible s[te selection, building design. building siting and devela meat to protect. restore and percent of tenant vehicle parking spaces being added, with a minimum of Y P 9 9 g g P p ones a SHEET REF-AO. 5.303.1 Meters. Separate meters shall he installed for the uses described in CUPERTINO, CA 95014 enhance the environmental quality of the site and respect the integrity of adjacent properties; establishes the means of p Sections 503.1.1 and 503.1.2. conserving water used indoors, outdoors and in wastewater conveyance: outlines means of achieving material conservation and resource efficiency; outlines means of reducing the quantity of air contaminants. 5.106.5.2 Designated parking for clean air vehicles. Provide designated y 9 q y 9 p g g 5.303.1.1 New buildin or additions in excess of 50 000 square feet. AP N. - -1 parking for any cam bine#ion of low-emitting, fuel-efficient and carpool/van peal [;XNAp ❑ 9 � qvehicles as shown in Table 5.106.5.2. 12 NO (N) RLAR AR ING Separate submeters shall be installed as follows: Project!Name: MAIN STREET SHOP 6 PUBLIC RESTROOM SPACES PROPOSED 1. For each individual leased, rented or other tenants ace within the 5.10G.5.3 Electric vehicle (EV) charging. Construction shall comply with p ❑X N/A Project Address: 19479 STEVENS CREEK BLVD., CUPERTINO, CA 95014 (APN: 316-20-1 12) Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of building projected to consume more than 100 gal/day, SCOPE OF WOKR IS ■ ■ ■ D-S e h e m e Studio Project D electric vehicle supply equipment (EVSi=).Description: BASE BUILDING IMPROVEMENT OF RELOCATE (E) PUBLIC RESTROOM AT FLEX 2 BLDG. TO (E) SHOP 6 BLDG. 2. Where separate submeters are unfeasible, far water su <50,000 S.F. pplied to the Dream :: Design :: Develop 5.106.5.3.1 Single charging space requirements. When only a single following systems: Instructions: charging space is required per Table 5AW5,3,3, a raceway is required to ❑ N/A ❑ a. Makeup water for cooling towers where flow through is greater 1. The owner or the Owner's agent shall empicy a licensed professional experienced with the 2016 Califomia Green be Installed at the construction and shall be installed in accordance with NO (N) REGULAR PAR ING than 500 gpm. Building Standards Codes to verify and assure that all required work described herein is properly planned and the California Electrical Cod. SPACES PROPOSED b. Makeup water for evaporative cmiers greater than 6 gpm. implemented in the project. 5.108.5.3.2 14lultiple charging spaces requirements. When multiple c. Steam and hot-water boilers with energy input> 500,000 Btu/h. 222 8TH STREET, 2. The licensed professional, in collaboration with the Owner and the design professional shall initial Column 2 of charging spaces are required per Table 5.106.5.3.3, raceway(s) is/are N/A 5.303.1.2 Excess consumption.A separate submeter shall be provided ❑X N/A SAN FRANCISCO, CA 94103 ❑X ❑ this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the required to be installed at the time of construction and shall be installed in for any tenant within a new building or within an addition that is projected INTERIOR RENOVATIONT: 415.252.0888 checklist printed an the approved plans for the project- q NO (N) REGULAR PAR ING to consume> 1.00fl gal/day. INTO (E) BUILDING accordance with the California Flestrical Code. SPACES PROPOSED 9 y' NO ADDITION PROPO ED F: 415.252.8388 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and date Section 2- Implementation Verification at the end of this checklist and submit the completed form to 5.106.5.3.3 EV charging space calculation. Table 5.106.6.3.3 shall be ❑ N/A 5.303.3 Water conserving plumbing fixtures and fittings. Plumbing fixtures www.DSCHEME.com the Building Jnspector_ used to de#ermine if single or multiple charging space requirements apply NO (N) REGULAR PAR ING (water closets and urinals) and fittings (faucets and showerheads) shall comply for the future installation of EVSI"_ SPACES PROPOSED with the following: Column 2 Column 5.303.3.1. Water closets. The effective flush volume of all water closets 5.106.5.3.4 Identification. The service panel or subpanel(s)circuit [2] N/A � shall not exceed 1.2$ gallons per flush_ Tonic-type water closets shall be MANDATORY FEATURE OR MEASURE Project Verification directory shall identify the reserved overcurrent protective device space(s) NO (N) REGULAR PAR ING certified to the performance criteria of the U.S. EPA Wer closets ❑X MD Re uirements for future EV charging as "EV CAPABLE". SPACES PROPOSED Specification for tank-type toilets. REFER TO SHEET A2.0 GREEN BUILDING CHAPTER 5 - NONRESIDENTIAL MANDATORY ❑X N/A ❑ 5.303.3.2 Urinals. NOTES #1 5.1{i6.5.3.5 Future EV spaces count as designated parking. Future charging spaces qualify as designated parking as described in Section NO (N) REGULAR PAR ING gE� AR g 9 p q y g p g C 5.3�03.3.2.1 Wall-mounted urinals. The effective flush volume of wall- ❑X MD ❑ 5.106.5.2 Desi rated parking for clean sir vehicles. SPA ES PROPOSED mounted urinals shall not exceed 0.125 gallons per flush. REFER TO SHEET A2.0 General Requirements 9 p 9 g p GREEN BUILDING NOTES #2 9 X MD 5.10ta.8 Light pollution reduction. Outdoor lighting systems shall be 5.303.3.2.2 Floor-mounted urinals. The effective flush volume of X N/A No.C-33350 The project meets all the requirements of Divisions 5.101 through 5.508. ❑ ❑ g p 9 9 y floor-mounted or other urinal shall not exceed .fly gallons per flush. ❑ � 12-31-21 designed and installed to cam ply with the fol[owing: NO FLOOR-MOUNTS RENEWALDATE R 5.303.3.3 Showerheads. URINAL IS PROPOSED 9r • * ' ` 1, The minimum requirements in the Galifomia Energy Code for lighting zones F OF cAL�F� 1 -4 as defined in Chapter 10 of the Califomia Administrative Cade; and 5.303.3.3,1 Single showerhead. Showerheads shall have a maximum Planning and Design -Site Development flow rate of not more than 2.0 gallons per minute at BO psi ❑X N/A 2, Backlight, Uplight and Glare (BUG) ratings as defined in IE5 TM-15-11: and ❑X N/A El showerheads shall be certified to the performances criteria of the U3. NO SHOWERHEAD IS 5.106.1 Storm water pollution prevention. For projects of one acre or less, NO EXTERIOR EPA WaterSense Specification for showerheads. PROPOSED develop a Storm Water Pollution Prevention Plan (SWPPP) that has been 3. Allowable BUG rating not exceeding those shown in Table 5.106.8, or LIGHTS PROPOSED 5.303.3.3.2 Multiple showerheads serving one shower. When a designed, specific to its site, conforming to the State Storm water NPDES shower is served by more than one showerhead, the combined flow Construction Permit or local ordinance, whichever is stricter, as is required for ® N/A Comply with a local ordinance lawfully enacted pursuant to Section 101.7, rate of all showerheads and/or other shower outlets controlled by a ❑X N/A projects over one acre. The plan should cover prevention of soil loss by storm MOSTLY INTERIOR WOK whichever is more stringent. single Valve shall not exceed 2.0 gallons per minute at 80 psi, or the NO SHOWERHEAD IS water run-off and/or wind erosion, of sedimentation and/or of dust/particulate AND RELOCATE ADA shower shall be designed to allow only one shower outlet to be in PROPOSED matter air pollution, PARKING STALL, NO 5.106.10 Grading and paving. The site shall be planned and developed to operation at a time. keep surface water away from buildings. Construction plans shall indicate how ❑X N/A 01 (E) LANDSCAPE AREA site grading or a drainage system will manage all surface water flows. MOSTLY INTERIOR WORK PARKINU bIALL, NO GRADING AND RELOCATE A�Df+.A Page 1 of 12 CalGreen Non-Rew Check6sl_doc revised 6110112017 Page 2 of 12 e��l�rA�N�FHV NGCV�bRK�`�FlL'reri,st-d O fill/2017 Page 3 Df 12 CaiGreeio Non-Rew Check sf-don revised 0110112017 1 1 .01 .19 BUILDING PERMIT 01 .09.20 REV! PER PLANNING&BLDG. 5.303.3.4 Faucets and fountains. 5.304.5 Graywater or rainwater use in landscape areas. For projects using 5.408.2 Universal waste. Addition and alteration to a building or tenant space 5.303.3.4.1 Nonresidential lavatory faucets. Lavatory faucets shall treated or untreated graywater or rainwater captured on site, any Ict or parcel that meet the scoping provision in Section 301-3 for nonresidential additions ❑X MD within the projects that has less than 2,500 sq.ft. of landscape and meters the X N/A and alterations, shall require verification that Universal Waste items such as have a maximum flow rate of no# more than 0,5 gallons per minutes at tat ar arcel's la a water re u1rement Estimated TotaI Water Use ❑ fluorescent lam s and ballast and mercu containin the as well as X MD 60 psi REFER TO SHEET A0.0 p P 4 ( ) MOSTLY INTERIOR WOK p � g ❑ ❑ A2.0 GREEN BUILDING entirely with treated or untreated graywater or through stored rainwater NO IMPACT OCCURS TN other California prohibited Universal Waste materials are disposed of properly REFER TO SHEET A0.0 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum . NOTES #1 & #3 captured on site is subject onlyto Appendix a Section 5 (E) LANDSCAPE AREA and are diverted from landfills. A IJst of prohibited Universal Waste rnatedai GREEN BUILDING shall be included in the construction documents. NOTES #4 flow rake of not more than 1.8 ga[lons per minute at 60 psi, Kitchen Weather Resistance and Moisture Management faucet may temporarily increase the flow above the maximum rate, but ❑X N/A 5.408.3 Excavated soil and Ian clearing debris. 100 percent of trees, not to exceed 2.2 gallons per minutes at 60 psi. and must default to a NO KITCHEN INCLUDE 5.407.1 Weather protection. Provide a weather-resistant exterior wall and stumps, rocks and associated vegetation and soils resulting primarily from Iand ❑X N/A ❑ maximum flow rate of 1-8 gallons per minutes at 60 psi, SCOPE OF WORK foundation envelope as required by Cafrfamie Building Code Section 1403.2 X MD ❑ clearing she!l be reused or recycled. MOSTLY INTERIOR WC RK and Califomia Energy Code Sectlon 150, manufacturer's installation NO IMPACT OCCURS N instructions or local ordinance. whichever is more stringent.1 GREEN BUILDING 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum REFER T EN G A2.0 E LANDSCAPE AREA flow rate of not more than 1.8 gallons per minutes/20 [rim Building space r� N/A ❑ NOTES #4 9 Maintenance and Operation (inches) at 60 psi_ NO WASH FOUNTAIN 5.407.2 Moisture control. Employ moisture control measures by the following IS PROPOSED methods: 5.470.1 Recycling by occupants. Provide readily accessible areas that serve 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more the entire building and are idenbfled for the depositing, storage and collection ❑x MD ❑ than 0.20 gallons per cycle. ® N/A ❑ 5.407.2.1 Sprinklers, prevent irrigation spray on stfuctures. ❑X MD ❑ of nonhazardous materials for recycling, GREEN BUSHEET 0.0 NO METERING FAUCE 5.407.2.2 Entries and open s. Desi n exterior entries and/or o enin s REFER TO SHEET A0.0 IS PROPOSED A fi g p 9 GREEN BUILDING 5.303.3.4.5 Metering faucets far wash fountains. Metering faucets to prevent water intrusion into buildings. NOTES #3 5.410.2 Commissioning. For new buildings 10,000 square feet and over, for wash fountains shall have a maximum flow rate of not more than ® N/A building commissioning shall be included in the design and construction 0.20 gallons per cycle/20 [rim space (inches) at 60 psi. NO METERiiQG FAUCE ❑ 5.407.2.2-1 Exterior door protection. Primary exterior entries shall be processes of the building project. All occupancies projects other than I- covered to prevent water intrusion by using nonabsorbent floor and ❑ MD ❑ occupancies and L-occupancies shall comply with the Califomia Energy Corte 5.303.4.1 Food waste disposers. Disposers shall either modulate the use of wall finishes within at least 2 ft around and perpendicular to such NO CHANGE as prescribed [n Califomia ,Energy Cade Section 120.8. For l-occupancies that ❑ N/A ❑ openings plus at least one of the following: are not re ulated b 0SHIPD or for I-occu ancies and L-occu ancies that are water to no more than 1 gpm when the disposer is not in use (not actively ❑ N/A � TO (E) EXTERIOR- 9 Y p p INTERIOR RENOVATIO grinding food waste/no-load) or shall automatically shut off after no mare than 1. An installed awning at least 4 ft in depth. (E)AWNING not regulated by the California Energy Code Section 100.0 Scope, all INTO (E) BUILDING 10 minutes of inactivity. Di posers shall use no more than 8 gpm of water. NO FOORDIS PROPOSED SURROUNDING requirements in Sections 5.410.2 through 5.410.2.6 shall apply. NO ADDITION PROPO ED 2.The door is protected by a roof overhang at least�#fit in depth. PERIMETER (E) 4'-0" Commissioning requirements shall include items listed in Section 5.410.2. 5.303.5 Areas of additions or alteration. For those occupancies within the 3. The door is recessed at least 4 ft. DEEP authority of the California Building Standards Commission as specified in 5.410.2.1 Owner's Project Requirements (OPR}. Documented before the ❑X MD ❑ 4. Other methods which provide equivalent protection. design phase of the project begins the aPR shall include items listed in Section 103, the provisions of Section 5.303.3 and 5.303A shall apply to new ❑X N/A ❑ fixtures in additions ar areas of alterations to the building_ 5.40T.2.2.2 Flashing. Install fleshings integrated with a drainage Section 5.410.4. plane, 5.303.6 Standards for plumbing fixtures and fittings. Plumbing fixtures and 5.410.2.2 Basis of Design (130D). A written explanation of how the design fittings shall be installed in accordance with the California Plumbing Code X MD Construction Waste Reduction, Disposal and Recycling of the building systems meets the CPR shall be completed at the design (CPC). anti shal l meet the applicable standards referenced i n CPC Table ❑ phase of the building project and updated periodically to cover the systems ❑X N/A ❑ REFER TO SHEET A0.0 listed in Section: 5.410.2.2. 1401.1 and CalGreen Chapter 6. GREEN BUILDING 5.408.1 Construction waste management. Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition 5.410.2.3 Commissioning plan. A commissioning plan describing how the Outdoor Water Use waste in accordance with Section 6.406.1.1, 5.408.1.2, or 5-408.1.3: or meet a ❑X MD ❑ project will be commissioned shall be started during the design phase of JOB NUMBER: DRAWN BY: local construction and demolition waste management ordinance. whichever is REFER TO SHEET A0.0 ❑X N/A � HMJ 5.304.2 Outdoor use in landscape areas equal to or greater than 500 more stringent. NOT S #UILDING the building project and shall include items licked in Section 5.41D.2.3. sg.%Whan water is used far outdoor irrigation for new construction projects, 5.410.2.4 Functional {performance testing. Functional performance one of the following shall apply: 5.408,1.1 Construction waste management plan. Submit plan per this X MD testi rig shall demonstrate the correct installation and o ration of each DATE: CHECKED BY: section to enforcement authority_ ❑ � 9 � 10.16.2019 MD REFER TO SHEET A0.0 component, system and system-to-system interface in accordance with the N/A ❑ 1. A local water efficient landscape ordinance that is based on evidence in NOTES BUILDING approved plans and specifications. the record, at least as effective in conserving water as the updated model ❑X N/A ❑ 5.408.1.2 Waste management company_ Utilize a waste management SCALE: ordinance adopted by the Department of Water Resources (DWR) MODIFICATION WORI company that can provide verifiable documentation that the percentage of ❑ MD 5.410.2.5 Documentation and training. A Systems manual and systems AS NOTED INTO EXISTING BUILDING construction and demolition waste material diverted from the landfill REFER TO SHEET A0.0 operations training are required. Q N/A ❑ ❑ 2. The California Department of Water Resource IVIDdel Water Efficient NO NEW CONSTRUCI ION complies with CalGreen Section 5.408. GREEN BUILDING PROJECT NOTES #4 5.410.2.5.1 Systems manual. The systems manual shall be delivered to SHEET TITLE: Landscape Ordinance (1VIWELO) commencing with Section 490 of Chapter Y Y 5.408.1,3 Waste stream reduction alternative. The combined weight of the buildin owner or representative 2.7, Division 2, Title 23, California Code of Regulation_ g p sentative and facilities operator and shall X N/A 11 new construction disposal that does not exceed two pounds per square ❑ MD ❑ include the items listed in Section 5.410.2.5.1. foot of building area may be deemed to meet the 65 percent minimum 5.410.2.6.2 Systems operations training. The trai&ig of the CUPERTINO CALGREEN CHECKLIST 5.304.3 Outdoor water use in rehabilitated landscape projects aqua[ to or REFER TO SHEET A0.0 rester than 2,500 s ft. Rehabilitated landsca a ra acts shall corn I with ❑X N/A requirement as approved by the enforcing agency. GREEN BUILDING appropriate maintenance staff far each equipment type and/or system g q p p l p y MOSTLY TNTERIOR WORK ❑ NOTES #4 shall include items listed In Section 5.410.2.5.2. ❑ N/A ❑ NON-RESIDENTIAL Section 5.304.2, Item 1 or 2. NO IMPACT OCCURS ON 5.408.1.4 Documentation. Provide documentation of the waste ❑X MD ❑ 5.304.4 Outdoor water use in landscape areas of 2,500 sq.f#. or less. Any management plan that meets the requirements listed in Section 5.408.1.1 REFER TO SHEET A0.0 5.410.2.6 Commissioning report. A complete report of commissioning SHEET NUMBER: through 5.408.1.3. GREEN BUILDING process activities undertaken through the design, construction and tr 1 project with an aggregate landscape area of 2,500 sq.ft. or less may comply NOTES #4 with the performance requirements of MWELO or conform to the prescriptive ❑X N/A � reporting recommendations for post-construction phases of the building ❑ N/A ❑ MOSTLY INTERIOR W RK project shall be completed and provided to the owner or representative. compliance measure contained in MWELO's Appendix D. NO IMPACT OCCURS ION Page 4 of 12 C alGreero Non-Rew Checklisl_doc revised 01101/2017 Page 5 of 12 C aiGreeio 1b'ari-Rew Checklist_doc revised 0110112017 Page 6 of 12 CalGreen Non-Rew Check6sl_doc revised 0110112017 AO ,04 - BASE BUILDING IMPROVEMENT - 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be 5.504.4 Finish material pollutant control. Finish materials shall comply with 5.504.7 Environmental tobacco smoke JETS) control. Prohibit smoking required for buildings less than 10,000 square feet or new systems to serve an Sections 5.504.4.1 through 5.504.4.6. within 25 feet of building entries, outdoor air intakes and operable windows addition or alteration subject to Section 303,1. where outdoor areas are provided for smoking and in buildings- or as enforced n MD ❑ 5.504.4.1 Adhesives, Sealants, caulks. Adhesives and Sealants used an by ordinances, rag ulations or policies of any city, county, city ar d county, REFER TO EET A0.0 SHOP 6 5.410.4,2 Systems. develop a written plan of procedures for testing and the project shall meet the requirements of the following standards. California Commun€ty College, campus of the California State University or GREEN BUILDING adjusting systems. Systems to be included fortesting and adjusting shall ❑ MD ❑ campus of the University of California, whichever are more stringent. NOTES #9 MAIN ST. CUPPERTINO include, as applicable to the project, the systems listed in Section REFER TO SHEET A0.0 1_ Adhesives, adhesive bonding primers, adhesive primers, sealants, 5.410.3.2. GREEN BUILDING sealant primers and caulks shall comply with local or regional air pollution Indoor Moisture and Radon Control NOTES #b.l control or air quality rrranagemenl district rules where applicable or X MD a.410.4.3 Procedures. Perform testing and adjusting procedures in !� SCAOMD Rule 1168 VOC iimlts, as shown in Tables 5.504,4.1 and REFER T EET A4.1 ❑ 5.505.1 Indoor moisture control. Buildings shall meet or exceed the accordance with industry best practices and applicable national standards ❑X MD ❑ 5.504.4.2. GREEN BUILDING provisions of Califomia 801ding Code, CCR, Title 24, Part 2, Sections 1203 ❑X MD ❑ 19479 STEVENS CREEK BLVD. on each system, REFER TO SHEET A0.0 FINISH NOTES #1.1 GREEN BUILDING and Chapter 14.1. REFER TO SHEET A0.0 NOTES #6.2 2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or GREEN BUILDING C U P E RTI N O CA 95014 5.410.4.3.1 HVAC balancing. Before a new space-conditioning system caulking compounds (in units of product, less packaging, which do not Air Quality and Exhaust ' serving a building or space is operated for normal use, the system ❑ MD ❑ weigh more than one pound and do not consist of more than 16 fluid should be balanced in accordance with the procedures defined by REFER TO SHEET A0.0 ounces) shall comply with statewide VOC standards and other ❑X MD ❑ A P N: 316-20-1 12 national standards listed in Section 5.410.3.3.1. GREEN BUILDING requirements, including prohibitions on use of certain toxic compounds, of REFER TO SHEET A4.1 5.506.1 Outside air delivery. Fcr mechanically or naturally ventilated spaces NOTES #6.3 GREEN BUILDING in buildings, meet the minimum requirements of Section 121 of the Califfomia Cafifomia Code of Regulations, Title 17, commencing with Section 94507. FINISH NOTES #1.2 MD ❑ Energy Code, CCR, Title 24, Part 6 and Chapter 4 of CCR,Title $or the 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, REFER T EET A0.0 provide a final report of testing signed by the individual responsible for X MD p 9 applicable local code, whichever is more stringent,' GREEN BUILDING 5.504.4,3 Paints and coatings. Architectural sinks and coatings shall NOTES #1 1 performing these services, REFER TO SHEET A0.0 comply with Table 5504.4,3 unless more stringent local limits apply. ❑ MD NOTES #bILDING comp - REFER TO SHEET A4.1 5.506.2 Carbon dioxide (CO2) monitoring. For buildings equipped with 0 D-Scheme Studio :: :: 5.41#].4.5 Operative and maintenance manual. Provide the building 5,504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings FINISH NOTES #2 GREEN BUILDING demand control ventilation, CO2 sensors and ventilation controls shall be E] MID Develop M ❑ Dream Design owner with detailed operating and maintenance instructions and copies of ❑X MD ❑ shall meet the Product-Weighted MIR Limits for ROC in Sectlon specified and installed in accordance with the requirements of the latest edition REFER TO SHEET A0.0 guarantieslwarranties for each system prior to final inspection_ REFER TO SHEET A0.0 94522(a)(3) and other requirements, including prohibitions on use of 4f the California Energy Code, CCI,, Title 24, Part 6, Section 121(c). ` GREEN BUILDING GREEN BUILDING ❑X MD NOTES #6.5 certain toxic compounds and ozone depleting substances (CCR, Title 17, REFER TO SHEET A4.1 5.410.4.5.1 Inspections and reports. Include a copy of all inspection Section 94520 et seq). GREEN BUILDING Environmental Comfort 222 8TH STREET, verifications and reports required by the enforcing agency. ❑X MD ® FINISH NOTES #2.1 5.504.4.3.2 Verification. Verification of compliance with this section 5.507.4 Acoustical control. Employ building assemblies and components SAN FRANCISCO, CA 94103 GREEN BUILDING shall be provided at lhe- request of the enforcing agency. X MD with STC values determined in accordance with ASTM E 90 and ASTM E 413. ❑X N/A ❑ T: 415.252.0888 Fireplaces NOTES #6.6 P q 9 9 Y- ❑ ❑ REFER TO SHEET A4.1 F: 415.252.8388 GREEN BUILDING 5.503.1 lnstal[ only a direct-vent sealed-combustion gas or sealed wood- FINISH Carpet systems. All carpet installed in the building interior shall FINISH NOTES #2.2 5.507.4.1. Exterior noise transmission„ prescriptive method. Wall and burning replace or a sealed wood and refer to residential requirements ® N/A ❑ meet the testing and product requirements of at least one of the standards ❑ MD 0 floor-ceiling assemblies exposed to the noise source making up the www.DSCHEME.com fi in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. NO FIREPLACE IS listed in Section 5.5D4.4.4. REFER TO SHEET A4.1 building envelope shaft have exterior wall and roof ceiling assemblies PROPOSED GREEN BUILDING meeting a composite STC rating of at least 50 cr a composite GITC rating ❑X N/A ❑ 5.503.1.1 Woodstoves.Woodstoves shall comply with US EPA New 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building FINISH NOTES #3 of no less than 40 with exterior windows of a minimum STC of 40 or 01TC p y interior shall meet the re u[remants of the Ca et and Ru institute of 30 in the locations described in Items 1 and 2, Also a lies to addition NO CHANGE BLDG. WALL Source Performance Sfaridards (NSPS) emission limits as applicable, and ❑ N/A � q i� g 0 MD ❑ pp /FLOOR OF BLDG. shall have a permanent label indicating they ere certifier) to meet the NO FIREPLACE IS Green Label program. REFER TO SHEET A4.1 envelope or altered envelope. ENVELOP emission limits. PROPOSED GREEN BUILDING 5.504.4.4.2 Carpet adhesive. All carpet adhesive shali meet the FINISH NOTES #3.1 5.507.4.1.1 #+noise exposure where noise contours are not readily ❑ N/A ❑ requirements of Table 5.504.4.1. ❑X MD available. Buildings exposed to a noise level of 65 dB Leq-1 Hr during❑ NO CHANGE TO WALL Pollutant Control REFER TO SHEET A4.1 any hour of operation shall have exterior wall and roof-ceiling /FLOOR OF BLDG. gE� AR�hi GREEN BUILDING assemblies exposed to the noise source meeting a composite STC Temporary ventilation. The permanent HVAC system shall only he ENVELOP 5.504.4,5 Composite Wood) products. Hardwood plywood, particleboard FINISH NOTES #3.2 mum '1 5.504. ating of at least 45 (or CITC 35), with exterior windows of a mini Arid medium density fiberboard composite wood products used an the r 9 used during construction if necessary to condition the building or areas of interior or exterior of the building shall meet the requirements for MD STC of 40 (or OITC 30). Also applies to addition or alteration exterior ❑X addition or alteration within the required temperature range for material and wall. No.C-33350 formaldehyde as specified in Table 5.5fl4.4.5. REFER TO SHEET A4.1 12-31-21 equipment installation. If the HVAC system is used during construction, use GREEN BUILDING X MD FINISH NOTES #4 vn� RENEWAL r return air filters with a M[nimurn Efficiency Reporting Value (MERV) of 8, 5.507.4.2 Performance method. For buildings located as defined in DATE REFER TO SHEET A0.0 5.504.4.5.3 Documentation. Verification of compliance with this section X MD basad on ASHRAE. 52.2-1999. or an average efficiency c3f 30 percent based GREEN BUILDINGncy. ❑ $eCtlanS A5.5i77.4.1 Or Aa_54?,4.1.1, wall and roof-ceiling �SSPrrtbli@S OF cA�-�F on ASHRAE 52.1-1992. Replace ail filters immediately prior to occupancy, or, NOTES #14 shall in provided as requested following the enforcing ds listed D Section REFER T HEN A4.1 making up the building envelope shall be constructed to provide an interior shall include at least one of the fat€owing standards listed in Section GREEN BUILDING i if the building is occapled during alteration, at the condus[an of construction. 5.504.5.3. FINISH NOTES #4.1 noise environment attributable to exterior sources that does not exceed an ❑X I--u N/A hourly equivalent noise level (Leq-1 Hr) of 50 dBA in occupied areas during NO CHANGE TO WALL _ 5.604.3 Covering of duct openings and protection of mechanical 5.504.4.6 Resilient flooring systems. For 80 percent of floor area any hour of operation. Also applies to addition envelope or altered /FLOOR OF BLDG. equipment during construction. At the time of rough installation or during receiving resilient flooring, installed resilient flooring shall meet at least one ❑ MD envelope. ENVELOP storage on the construction site and until final startup of the heating and of the following standards listed in Section 5_504_4.6- REFER TO SHEET A4.1 5.507.4.2.1 Site features. Exterior features such as sound walls or cooling equipment, all duct and other related air distribution component ❑X MD GREEN BUILDING earth berms may be utilized as appropriate to the project to mitigate tape,openings shall be covered with lasticr sheet metal or other methods REFER TO SHEET A0.0 5.504.5.3 filters. In mechanically ventilated buildings, provide regularly FINISH NOTES #5 p GREEN BUILDING sound migration to the interior. Also applies to addition envelope or ❑X N/A ❑ acceptable to the enforcing agency to reduce the amount of dust or debris NOTES #7 occupied areas ❑f the building with air filtration media for Outside and ❑X MD altered envelope. NO CHANGE TO WALL which may collect in the system. return air prior to occupancy that provides at least a MERV of 8. REFER TO SHEET A0.0 /FLOOR OF BLDG. GREEN BUILDING NOTES #8 5.507.4.2.2 Documentation of compliance. An acoustical analysis ENVELOP documenting complying interior sound levels shall be prepared by ❑X N/A ❑ ersonnel a pproved by the architect or e ng i n e e r of record. NO CHANGE TO WALIJ Page 7 of 12 CalGreen 2K)ri-Rea C'hcck6v.duc revised 01101/'2017 Page S of 12 C alGreeri 2Vori-Re.v Checkllsr.doc revised 01012017 Page 9 of 12 CalGreen-'ors-Res Checkhsr.doc reused 01:0 2 /FLOOR OF BLDG. ENVELOP 1 1 .01 .19 BUILDING PERMIT 01 .09.20 REV' PER PLANNING&BLDG. 5.507.4.3 Interior sound.Wall and floor-ceiling assernbI ies separating 5.508.2.2.2 ,access valve. Only Schrader access valves with a brass or X N/A tenant spaces and tenant spaces and public places shall have an STC of ❑X MD steel body are permitted for use. NO REFRIGERANT CALGREEN SIGNATURE DECLARATIONS at least 40, REFER TOSF-IEET A2.0 IS PROPOSED FLOOR PLAN KEY 5.508.2.2.2.1 Valves caps. For system with a refrigerant charge of 5 ❑ N/A Project Name: Shop#6-Base Building Improvement Outdoor Air Quality pounds or more, valve caps shall be brass or steel and not plastic. NO REFRIGERANT IS PROPOSED Project Address: 1g479 STEVEiVS CfEElC BLVD. SUITE#110, CtfPERTINO, CA 95014(AP h1:31S-20-112) 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a HVAC, refrigeration and fire suppression equipment shall comply with Sections neoprene 0-ring in place. ❑X N/A ❑ Project Description; BASE auiLaIFEG IFAPREVEMENT-RELOCATION DF(E)PU$L1C RESFRpo(uf AT F�Ex 2 BLDG,TO sHO fi BLDG. 5.508.1.1 and 5.508.1.2 NO REFRIGERANT IS PROPOSED 5.508.2.2.2.2.1 Chaim tethers. Chain tethers to fit over the stem ❑ N/A ❑ 5.508.1.1 Chlorofluorocarbons (CFCs). Instal[ HVAC and refrigeration are required for valves designed to have seal caps. SECTION �I -- DESIGN VERIFICATION equipment that does not contain CFCs, ❑ MT IS PROPOSEDREFER TO SHEET A0.0 GREEN BUILDING 5.508.23 Refrigerated service cases. Refrigerated service cases holding ❑ N/A ❑ 5,508.1.2 Halons. install fire suppression equipment that does not contain NOTES #13.1 food products containin vine ar and salt shall have evaporator coils of Complete all liras of Section 1 -"Design Verification"acid submit the cam pleted checklist(Columns 1 and 2)with the � R q � P NO REFRIGERANT Halons. M MD ❑ corrosion-resistant material, such as stainless steel; or be coated to IS PROPOSED plans and bullding permit application to the Building Department. REFER TO SHEET A0.0 prevent corrosion from these substances, 5.5013.2 Supermarket refrigerant leak reduction. New commercial NOTES #13.2 The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and 5.508.2.3.1 Coil coating. Consideration shall be given to the heat certify that the items checked above are hereby incorporated into the project plans and Willbe implemented into the refrigeration systems shall comply with the provisions of this section when transfer efficiency of tail coating to maximize energy effidency. ❑ N/A prcject In accordance with the requirements set forth in the 2016 California Green Building Standards Code as installed in retail food stares 8,000 square feet or more conditioned area, and NO REFRIGERANT that ubIlze either refrigerated display cases, or walk-in coolers or freezers IS PROPOSED adop th of palino. ❑ N/A � 5.5{]8.2.4 Refrigerated receivers. Refrigerant receivers with capacities i connected to remote compressor units or condensing units. The leak reduction NO REFRIGERANT greater than 200 pounds shall be fitted with a device that indicates the ❑X N/A i / 7 measures apply to refrigeration systems containing high-global- warming IS PROPOSED level of refrigerant in the receiver. NO REFRIGERANT potential (hi gh-GWP) refrigerants with a GWP of 15a or greater. New IS PROPOSED 0 's Sign ature„ _ Date refrigeration systems include both new faciI[ties and the replacement of 5.508.2.5. Pressure testing.The system shall be pressure tested during existing refrigeration systems in existing facilities, installation prior to evacuation and charging. 0 N/A NO REFRIGERANT Owner's,Nome (Plse,Prirrk) 5.508.2.1 Refrigerant piping. Piping cam Rant with the California IS PROPOSED g p p 9• P 9 p 5.508.2.5.1 Minimum pressure. The system shall be charged with X N/A ?' rt2l27{2b19 Mechanical Code shall be installed to be accessible for leak protection and ❑ repairs- Piping runs using threaded pipe, capper tubing with an outside regulated dry nitrogen and appropriate tracer gas to bring system NO REFRIGERANT Cosign Professional's Signature Date ❑ N/A El pressure up to 300 psig minimum. IS PROPOSED diameter(OD) less than 114 inch, flared tubing connections and short NO REFRIGERANT MARC DIMALANTA radius elbows shall not be used in refrigerant systems except as noted IS PROPOSED 5.508.2.5.2 Leaks. Check the system for Ieaks, repair any leaks, and ® N/A Design Professional's Name {Please Print} below. retest for pressure using the same gauge. NO REFRIGERANT IS PROPOSED 5,508.2.1„1 Threaded pipe, Threaded connections are permitted at the ❑ N/A 5.509.2.5.3 Allowable pressure change. The system shall stand, Signature of License Professional responsible for CalGreen compliance Date compressor rack. NO REFRIGERANT unaltered, for 24 hours with no more than a +i-one pound pressure ❑X N/A IS PROPOSED change from 300 psig, measured with the same gauge. NO REFRIGERANT 5.508.2.1.2 Capper pi pe. Copper tubing with an 0D Iess than '/A inch IS PROPOSED Name of License Professional responsible for CalGreen CDmpllance(Please PriM) Phone may be used in stems with a refrigerant charge of 5 pounds or less. ❑ N/A 5.508.2.6 Evacuation. The system shall be evacuated after reS3ure Y y g g p NO REFRIGERANT y p r7l� N/A IS PROPOSED testing and prior to charging. NO RE GERANT Emel€Address for license Professional respanrsble for CalGreen compliance JOB NUMBER: DRAWN BY: 5.508.2.1.2.1 Anchorage. One-fourth-inch OD tubing shall be ❑ N/A IS PROPOSED HMJ secureiy clamped to a rigid base to keep vibration levels below 8 m its_ NO REFRIGERANT 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1 aDD X N/A IS PROPOSED microns (+1- 50 microns), and bald for 30 minutes. NO REFRIGERANT El 5.508.2.1.3 Flared tubing connections. Double-flared tubing 5.508.2.6.2 Second vacuum. Pull seconds stem vacuum to a minimum IS PRO�ED SECTION 2 - IMPLEMENTATION VERIFICATION DATE: CHECKED BY: connections may be used for pressure controls, valve pilot lines and oil. ❑ N/A of 500 microns and hold for 30 minutes, y L] N/A 10.16.2019 MD IS PROPOSEDNO REFRIGERANT Complete, sign and submit the competed checklist, including column 3, together with all original si natures on Section IS PROPOSED p 9 l� 9 �J9 5.508.2.1.4 Elbows. Short radius elbows are only permitted where ❑ N/A 6.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of ❑ N/A ❑ 2 to the Building Department prior to Building Department final inspection. SCALE: space limitations prohibited use of long radius elbows. NO REFRIGERANT 300 microns, and hold for 24 hours with a maximum drift of 100 m€crons NO REFRIGERANT AS NOTED IS PROPOSED over a 24-hour period. IS PROPOSED I have inspected the work and have received sufficient documentation to verify and certify that the projeGt ldentifted 5.508.2.2. Valves. Valves and fittings shall comply with the Cafifomla ❑ N/A above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of Mechanical Code and as follows. NO REFRIGERANT the 2016 California Green Building Standards Code as adopted by the C3ty of Cupertino, SHEET TITLE: IS PROPOSED 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP X N/A refrigerant, a rupture disc shall be installed between the outlet of the NO REFRIGERANT Signature of License Professional responsible for CalGreen compliance rate C U P E RT I N O CALL RE E N CHECKLIST vessel and the inlet of the pressure relief valve, IS PROPOSED Name of License Professlonal responsible for CalGreen compliance(Please Print) Phone NON-RESIDENTIAL 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure ❑ N/A ❑ transducer or other device shall be installed in the space between the NO REFRIGERANT SHEET NUMBER: rupture disc and: the relief valve inlet to [ndicate a disc rupture or IS PROPOSED Email Address for License Professional responsible for CalGreen compliance t discharge of the relief valve. Page: 12 of 12 CalGreen Non-}des Checklist.doe revised 0110112017 Page 10 of 12 CalGreen t4'ari-Re.v Check6sr.doc ret ked 01)1/2011 Page 1 I of 12 C afGreerj 2Vori-Ro; Cihecklisr.doc mvised 0110112011 A0 ,6 5 EXISTING SITE PLAN ( REFERENCE ONLY) LEGEND - BASE BUILDING IMPROVEMENT - I EXISTING WALL TO REMAIN I -- 7u Et194tM LFF_ pAA51:Riarxa, 180 ROOMS(1$d S� LwM Ya IK v . ?., LOFTAPA'RTMENTB MuNITSa120,7NSF� I" INIMF`p ,w Z EXISTING WALL/ ITEM TO BE REMOVED EXISTING DOORS "�� '�` 1 TO REMAIN (E)CURB- AMP � _ — r+, IT+ 17� ; > 1® NEW 1-HOUR FIRE RATED WALL aTM m TO UNDERSIDE OF STRUCTURE NEW DOOR " REFER TO 5/A5.0 �.-...' Fry ZZ LOW-WALL (E)SIDEWALK — �-. !. �'� s � ,� 917 nF ' NEW WALL TO UNDERSIDE OF MAIN ST. CUPPERTINO 5 Sc50�p�I rt1E '"�'�"""� � f€eTlq�. ', � � UNDER COUNTER PI90.'ERFti UPE 1�`L . '`'"�"` FINISH CEILING. REFER TO 6/A5.0 a� M1 LOW-WALL NOT IN SCOPE OF WORK w w w w w w w w w w w w w w w w w Y't •'j f � J. +'f EACEPARKINU "Irk" 19479 STEVENS CREEK BLVD. --" OiiCE Iw`ea 11 �„CJAB!� biFSl6 ppus* w ''* ,- .. c• �'': " _ � Pll 1E88h i SMU (E)LANDSCAPE . . . . . w . . . . Pura fCLANo 1Prwgi% ivoul + + + + , 2V8ETa0P_KLf1E AStwLLIA GENERAL DEMOLITION NOTES C U P E RTI N O, CA 95014 �, ti 1p P.IIE Fi,EdR31f LIFE A P N: 316-20-1 12 w w �x; �,. _ _•y:•p ;I rti I 11 I 114, �I .. PROKMV ME - 1, DEMOLITION CONTRACTOR SHALL PROTECT EXISTING BUILDING FROM DAMAGE , — - _ WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER, ETC., AND SHALL PROVIDE s I "'� # •� AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC.,AS REQUIRED TO }lam �.Trr< } PROTECT THE PUBLIC DURING PERIOD OF CONSTRUCTION. w ; J SCOPE OF WORK � -, —, .', t (FLEX 2) Ii1 _ , I 2. UNLESS SPECIFICALLY NOTED TO BE REMOVED, EXISTING CONDITIONS SHALL ■ ■ ■ D-Scheme Studio „{.. 9 —J • 111 II �lii I € i = T_-1 REMAIN. z Dream :: Design :: Develop ( A �; 3. EXISTING CONSTRUCTION WHERE OBSOLETE AND/OR CONFLICTING WITH NEW E IY � SCOPE OF WORK ' �'--'�'T7r�.�`.'�e�..: ` ..��:.�. -� � r CONSTRUCTION SHALL BE REMOVED. ' r�, 4. PROVIDE TEMPORARY PROTECTION DURING THE DEMOLITION AND CONSTRUCTION i (SHOP 6) PROCESS FOR EXISTING EQUIPMENT AND ASSOCIATED CONDUIT, WIRING, PIPING, i. *=f" u' ...' .. �7 ¢ i.', :w: 5 �*i_+" ;".....`«'.".._.[ S , ti_. '�•R- e �i I � �� , ETC.TO REMAIN. 222 8TH STREET, ..g� , ` _ :a�x 1EE ._... q -.T-•-•t Ti � �..._...�... a �'.�: ai I I r.,o:�m LAE 5. PATCH, REPAIR, SEAL AND REFRAME ANY DEMOLISHED AREAS AS NECESSARY TO SAN FRANCISCO, CA 94103 h+� � I II L MATCH NEW OR EXISTING ADJACENT MATERIALS FINISH AND CONSTRUCTION. ti... �.:. �.� •In: . T: 415.252.0888 a E 4 _.y;_ I� ' 6. VERIFY AND COORDINATE WITH STRUCTURAL, MECHANICAL, ELECTRICAL, AND F: 415.252.8388 '' ...G PLUMBING ENGINEERS AND CONTRACTORS BEFORE ANY SUCH DEMOLITION www.DSCHEME.com Lam. " - ---:-- -- - � --_=� �--_-----------�.�"_�_.�._�= BEGINS. (E)LANDSCAPE �, �, � �. - � "....... . " -- p KJNG 7. WHERE UNIDENTIFIED OBJECTS AND/OR INCONSISTENCIES ARE DISCOVERED, __ iaPllE EHFLUi" -- __' 'ST+' •TyR- -- SUBMIT INFORMATION TO THE OWNER AND ARCHITECT FOR RESOLUTION PRIOR TO -PFoDPE;rrY%l19E PROCEEDING WITH WORK OR RELATED WORK. 8. CONTRACTOR SHALL VERIFY EXISTING UTILITIES, PRIOR TO WORK COMMENCEMENT, PREARRANGE UTILITY SHUTDOWN OR TEMPORARY INTERRUPTIONS WITH BUILDING OWNER SO THERE WILL BE MINIMUM INTERFERENCES. ALL UTILITY LINES TO BE REMOVED SHALL BE PROPERLY CAPPED INCLUDING CONTROLS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL INTEGRITY, PROPER ICh'/�. -- FUNCTION,AND THE COMPLIANCE OF ALL CODES AND REGULATIONS OF THE �G �G �gf,Fp� ADJACENT ADJACE 6 - v D5 / RECONSTRUCTION. (E) VACANT TENANT (E) VACANT TENANT +i1 �I+ 7C No.C-33350 10. CONTRACTOR IS RESPONSIBLE FOR RECONSTRUCTION OF ALL SYSTEMS THAT MUST ( ) ( N.I.C. N.I.C.) \ II BE ADJUSTED DURING CONSTRUCTION AT NO INCREASE TO CONTRACT SUM. ALL 12-31-21 \\ �7 J / RENEWAL ll / SYSTEMS,THOSE RELATED TO WORK AND THOSE WHICH ARE PREVIOUSLY EXISTING, DATE O�t� l \� // MUST BE FULLY FUNCTIONAL PRIOR TO COMPLETION OF WORK. II ] I. DEMOLITION IS NOT LIMITED TO WHAT IS SHOWN IN DRAWINGS.THE INTENT OF THE — — _ _ _ ___ _ _ Z DRAWINGS ARE TO INDICATE THE GENERAL SCOPE OF WORK REQUIRED. r — CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION BOTH SHOWN AND _ INCIDENTAL TO PROPER COMPLETIONS OF WORK. _ D5 / ° D5 12. GENERAL CONTRACTOR TO DOCUMENT AND RECORD EXISTING FIXTURES, AND — ——— \ MATERIAL CONDITIONS. GENERAL CONTRACTOR TO CONFIRM AND CONSULT WITH _ — — OWNER/LANDLORD ABOUT EXISTING CONDITION PRIOR TO RE-INSTALLATION WITHIN (N) SHOP 6 LOCATION c2 D3 - - � D3 N w w +I � DEMOLITION KEY NOTES FLEX 2 w w D7 \ D7 Dl REMOVE (E) NON-BEARING INTERIOR PARTITIONS 1 1 .01 .19 BUILDING PERMIT (E)ELECT. PANEL (E) MEN'S RESTROOM �o) (off (E) WOMEN'S RESTROOM (E) VACANT SPACE0 0 D2 REMOVE, SALVAGE, AND REUSE (E) DOOR AT SHOP 6 LOCATION 01 .09.20 REV1 PER PLANNING&BLDG• D3 REMOVE, SALVAGE, AND REUSE (E) TOILET PARTITIONS AND DOORS AT SHOP 6 (E) 1,779 NET S.F. LOCATION D9 D6 °I (°�\ D6 D9 ALIGN ADJACENT D4 REMOVE, SALVAGE, AND REUSE (E) ADA COMPLIANT DRINKING FOUNTAIN AT SHOP 6 (E) TENANT LOCATION ❑ (N.I.C.) D5 REMOVE, SALVAGE, AND REUSE (E) WALL MOUNTED TOILETS, URINALS, AND ASSOCIATED ACCESSORIES (GRAB BARS, TOILET PAPER DISPENSER, SEAT COVER Jo) (o` Z DISPENSER,AND ETC.) AT SHOP 6 LOCATION REMOVE, SALVAGE, AND REUSE (E) SINKS/FAUCETS AND ASSOCIATED ACCESSORIES THE PROPOSED RESTROOMS (HAND TOWEL DISPENSER, WASTE RECEPTACLE, AND SOAP DISPENSER) AT SHOP 6 w — OCCUPY 577 NET S.F. OF THE D7 REMOVE (E) COUNTERTOP EXISTING 1,779 NET S.F. OF w (E)LANDSCAPE VACANT TENANT SPACE, Q Dl Dl RESULTING IN A NET LOSS OF D8 REMOVE PORTION OF (E) EXTERIOR WALL FOR NEW OPENING 4 1 � 1 41 � I w 577 NET S.F. U LL D19 D18 w D9 REMOVE (E) FLOORING AND WALL FINISHES I w Z �Z D10 PORTION OF (E) FLOORING TO REMAIN M � D2 D2 w w + w +I w (E)RAMP _ _ _000000000000000000000 _ — — — — — — — — — (E)UP OO O 000OU000OO 00000 O OOOOOO — 1:12 MAX.V.I.F. o 0 00000000o0o0000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 — 0 0 0 0 0 0 0 0 0 D4 0 0 0 0 0 0 0 0 0 00000000 j O°O°O°0,0,00O O O°O°00000000 [ III Op D 1 1 E 9'-2" DEMOLITION KEY NOTES (SHOP 6) � w ICI4001 1 k _ A4. b I D9 Dl 1 REMOVE PORTION OF (E) STOREFRONT SYSTEM FOR (N) OPENING REMOVE (E) FLOORING PER (N) WORK. LL L---� b N (E) FIRE ROOM D10 E LOBBY D13 NOT USED. w o (N.LC.) D14 REMOVE AND RELOCATE (E) ACCESSIBLE PARKING STALL AND ACCESSIBLE PARKING JOB NUMBER: DRAWN BY: D16 D14 00 Q D17 +I w SIGNAGE. REFER TO SITE PLAN SHEET A0.2 FOR NEW LOCATIONS AND DETAILS HMJ ADJACENT < (E) ELECT. RM. D18 w ill D15 NOT USED. (N.I.C.) J — DATE: CHECKED BY: w l 4-8 O D w R D16 (E) ACCESSIBLE PARKING STALL,TRUNCATED DOMES, CURB RAMP, ACCESSIBLE 10.16.2019 M PARKING SIGNAGE, AND AISLE TO REMAIN D17 REMOVE,SALVAGE, AND REUSE (E) TOILET AND ASSOCIATED ACCESSORIES (GRAB SCALE: BARS, TOILET PAPER DISPENSER,SEAT COVER DISPENSER, AND ETC.) AT SHOP 6 AS NOTED L( LOCATION E ±8-0 (E)±7-4"V.I.F. D8 SHEET TITLE: RELE 5'-0" I Z Z l E 1 1'-0" E ±9'-2" D18 LOCACATE TION ON(E) ELECTRIC PANEL. REFER TO ELECTRICAL DRAWING FOR NEW D19 (E) STRUCTURAL STEEL BRACING ABOVE EXISTING & DEMOLITION SHOP 6 lL \%l GROUND FLOOR PLAN SHEET NUMBER: 2 EXISTING DEMOLITION GROUND FLOOR PLAN - SHOP 6 EXISTING DEMOLITION GROUND FLOOR PLAN - FLEX 2 Al 1/4" = 1 '-0" 1 1/4" = 1 '-0" EXISTING SITE PLAN ( REFERENCE ONLY) LEGEND - BASE BUILDING IMPROVEMENT - { ' - aoan+ruEiE �� ,ao�aaaMs�l3a�eesr '•,yx „ ,n EXISTING WALL TO REMAIN (E)CURB- AMP - - � ,� €tea iza uNIT3 itzo,748 s Rr Iwdwm ,� EXISTING DOORS IM C - - - - EXISTING WALL/ ITEM TO BE REMOVED +b A& +63 w NEW 1-HOUR FIRE RATED WALL TO REMAIN =Y. .' a►.I .r a (E)SIDEWALK NEW DOOR � ' �+•»b• a oo ma TO UNDERSIDE OF STRUCTURE x'p REFER TO 5/A5.0 [:T�ZZ LOW-WALL NEW WALL TO UNDERSIDE OF L '""'*'�"'"� UNDER COUNTER I In, f ckv""„M aw W on FINISH CEILING. REFER TO 6/A5.0 MAIN ST. CUPPERTINO _- $x I l ® LOW-WALL �� i � NOT IN SCOPE OF WORK w w wBWEPARKIW vAR 'x"*'I NOTE: ALL OUTLETS ARE NEW UNLESS OTHERWISE w w W r' mO;RMmp �'1 � 64 � u 19479 STEVENS CREEK BLVD. (E)LANDSCAPE � � 47 ' ? �,aln ICiM+u ,eow.i�.eti aan,r.�a NOTED: Y 1 V 1 B O LS GFI GROUND FAULT INTERRUPT E RTI N O C/`1/� 95014 w _ 44,,E +44" SPECIAL MOUNTING HEIGHT i a 220V SPECIAL VOLTAGE f • 1 � 1y'W.UE EOf�9AENf tIFF y .r , . .......�.. I _ ." - AP N: 316-20-1 12 yG1p ~` 7 - GROUNDED DUPLEX ELECTRICAL OUTLET-MOUNTED AT 18"A.F.F. rre� , ��•-•• � :5; of r+ �� - v k- � TTff1TMTlir- .. f.... { .. } LIJ GROUNDED FOUR-PLEX ELECTRICAL OUTLET- MOUNTED AT 18"A.F.F. 4( SCOPE OF WORK ��I� r ~I i71 ¢ DEDICATED GROUNDED DUPLEX ELECTRICAL OUTLET- MOUNTED AT 18"(FLEX 2) `w I �- ' A.F.F. ■ ■ ■ D-Scheme Studio i ' f .';:`:.:: '• - k'� 11 } 03 � � � i � W (E) - EXISTING ELECTRICAL PANEL � WATER HOOKUP � (N) - NEW ELECTRICAL PANEL Dream Design Develop SCOPE OF WORK i.- `:.' .�. f- ........y . (SHOP6) �y --. .-- -t. •'•'�•� � `�` GENERAL FLOOR PLAN NOTES � - [ — --.�•----------- -,�.......,........ K.. ewe Ewt pit222 8TH STREET, " . ' # '' - �'+'" rr•. ��` 1 I (' A. CONTRACTOR SHALL VERIFY EXISTING COLUMN TO COLUMN DIMENSION. T �E SAN FRANCISCO, CA 94103 3 "N6 DIMENSIONS SHOWN ARE TAKEN FROM EXISTING CONTRACT DOCUMENTS. REPORT w w w w v I .p� 1 -- - �' �� - .uN I� ' r- ---'-• aI �G VARIATIONS THAT ARE MORE THAN _2" FROM ASSUMED DIMENSIONS AND THAT WILL T: 415.252.0888 ` �• . mamas arru s , , + HAVE CONSIDERABLE IMPACT TO THE ALIGNMENT OF PARTITIONS AND REQUIRED F: 415.252.8388 CLEARANCES. CONTRACTOR SHALL NOT PROCEED WITH SUCH PARTITION LAYOUT (E)LANDSICAPE www.DSCHEME.com -_"-__-__� -` _--__-".-."�..�- -- "- UNTIL THE OWNER /ARCHITECT HAS RESOLVED SUCH CONFLICTS. .3FwT .,xL8c _ PARKING B. LEGEND: ll4 wao rrunE ".i"-1__l.t i `- T aTJw1L8,TVR: — - XXXXX ROOM NAME i.. #P U E EASEMEHFLF4 t ..+ s 101 ROOM NUMBER w C. CONTRACTOR TO VERIFY MECH., ELECT. & PLUMB. REQUIREMENTS FOR EQUIPMENT. D. ALL WALL DIMENSIONS ARE FINISHED FACE-OF-WALL, U.O.N. E. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD 1 CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THE WORK IS Sao ARcy� ADJACENT ADJACENT BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY (N) VACANT TENANT (E) VACANT TENANT / QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT, OWNER, ' 9� (N) 1,202 NETS.F. (N.I.C.) / AND MASTER FRANCHISE IN WRITING AND OBTAINING A CLARIFICATION FROM THE No.C-33350 ARCHITECT, OWNER, AND MASTER FRANCHISE BEFORE PROCEEDING WITH WORK IN (N.I.C.) �� 12-31-21 QUESTION OR RELATED WORK. REQUESTS FOR ADDITIONAL CHARGES WILL NOT BE �+j RENEWA r ENTERTAINED FOR THE CONTRACTOR'S FAILURE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURES. F OF CAS-�F� F. GENERAL CONTRACTOR TO CONFIRM AND CONSULT WITH OWNER/LANDLORD EXISTING (E) WALK PATH SALVAGED PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES,AND TOILET PARTITIONS G. THE INTEGRITY OF THE FIRE-RATED CONSTRUCTION SHALL BE MAINTAINED, IN ACCORDANCE WITH CFC AND CBC CHAPTER 7. H. FREE AND UNOBSTRUCTED EGRESS SHALL BE MAINTAINED IN THE MEANS OF EGRESS PAT IN ACCORDANCE WITH CFC,SECTION 1003.6. I. ANY TIME THE FIRE SPRINKLER SYSTEM AND/OR THE FIRE DETECTION &ALARM SYSTEM IS ,i IMPAIRED, A FIRE WATCH IS TO BE PROVIDED.THE SYSTEM IS TO BE TAGGED, AND A CORRESPONDING IMPAIRMENT PROGRAM IS TO BE PROVIDED, IN ACCORDANCE WITH I, CFC CHAPTER 9. +' GREEN BUILDING NOTES w 1. WATER CLOSETS.THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT (E)ELECT. PANEL EXCEED 1.28 GALLONS PER FLUSH.TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED 1 1 .01 .19 BUILDING PERMIT (N) VACANT TENANT SPACE TO THE PERFORMANCE CRITERIA OF THE U.S.EPA WATERSENSE SPECIFICATION FOR B TANK-TYPE TOILETS. 01 .09.20 REV1 PER PLANNING&BLDG. 0 2. WALL-MOUNTED URINALS.THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. A 4,p C 3. NON-RESIDENTIAL LAVATORY FAUCETS. LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTES AT 60 PSI. D ADJACENT 4. WEATHER PROTECTION. PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND w w W W w W W w ❑ (E)TENANT FOUNDATION ENVELOPE AS REQUIRED BY CALIFORNIA BUILDING CODE SECTION TR 9 g 7 - LR 1403.2 AND CALIFORNIA ENERGY CODE SECTION 150, MANUFACTURER'S INSTALLATION _ _ (N.I.C.)10 INSTRUCTIONS OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT. y 1 W W w w W W w WLi W w w w o o = LR1 (R)ELECT. PANEL FLOOR PLAN KEY NOTES — � w (N) WOMEN'S T1 U (N) VACANT TENANT SPACE 5 1 RESTROOM (E)LANDSCAPE w � � w CLG. P1 _ lO PROVIDE (N) 1:12 MAX. ACCESSIBLE RAMP W/ HANDRAIL.T.O. HANDRAIL-36" HT. 1�D _ 101 1 1,017 NET S.F. A.F.F. AND 12" BOTTOM AND TOP LANDING 12"MIN. HANDRAIL EXTENSION W/3'-0" 1 w 4 = TURNCATED DOMES TO COMPLY CBC 11 B-705.THE DETECTABLE WARNING SURFACE NO (E) LANDSCAPE MODIFICATION PROPOSED 1 1 4 EQ. = 1 '-7" - 17 _ SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C. RAMP REFER TO SHEET 15/A5.0 FOR TYPICAL RAMP DETAILS FOR EDGE PROTECTION,THE w w w w 14 HANDRAIL EXTENSIONS, AND HEIGHT OF HANDRAIL DETAILS AND 3/A5.1. w w w R1 15 4 r' _ +1 O REINSTALL SALVAGED (E) ADA COMPLIANT DRINKING FOUNTAIN FROM FLEX 2 E RAMP _ _000000000000000000000 — 11 1 (E)UP O°0°O°O°O°O°O0 0, 0°O 1:12 MAX. V.LF. o ° �°�,°c�°,�°p�°°Qo°0°c�0.,°q°�y°�, i - "ULK. 12 REFER TO ELEVATION 3/A4.0 FOR INSTALLATION HEIGHT AND J/A0.3 FOR MORE tL-Ao0o0do& 2?0 0do 0 000 (N) LOBBY 'J — — = _ REQUIREMENTS. °°°°°°°°°o°o°o°o°°°°°° 0°0 00000000000000000110000 000 — — 0 0 0 0 0 0 0 0 0 0 0 0 100 = O3 REINSTALL SALVAGED (E) URINAL FROM FLEX 2 LOCATION. ADA URINAL SHALL BE 17" E 8_ ILLx 13 P2 O = ALIGN HIGH A.F.F. _, o 0 0 \\`0 = 41 1"V.I.F. REINSTALL SALVAGED (E) WALL MOUNTED TOILETS, ASSOCIATED ACCESSORIES, AND 1 PARTITIONS FROM FLEX 2 LOCATION. -,-_ N3 - Ic O5 REINSTALL SALVAGED (E) ADA SINK, FAUCET,AND ASSOCIATED ACCESSORIES.T.O. Lr "X48 GC % COUNTER: 34"MAX. A OT ATER AND DRAIN PIPES AT 1 4 REQUIRED PER TITLE 24 REFER TO DETAIL 12/A5.0. LR 1 17 15 (N) MOP SINK W/SERVIC A P NGER. MFR.: GSW- USA/SE2424FM P1 14 R2 1 5-2" - " OR EQ, 5'-0" 16 5 o LF21 17 (E) FIRE ROOM CLR. O7 RELOCATE (E) ELECTRICAL PANEL. GENERAL CONTRACTOR TO CONFIRM AND 1 Q N o CONSULT WITH OWNER/LANDLORD LOCATIONS. 54"X60"'CL _ JJ Ti (N) M S = JOB NUMBER: DRAWN BY: (E) ACCESSIB E PARKING S 1 _ X AD ACENT 1 vRESTROO +� O PROVIDE 1-HOUR FIRE RATED WALL W/ MINIMUM 40 STC RATING TO UNDER SIDE OF HMJ TRUNCATE MES, ACCESS 3'-8"MIN. Q �CLG. P1 PARKING SIG N CURB RAM (E) E ECT. RM. v 102 1 AND AISLE RE c� ( .I.C. o \� �/ ASSEMBLY REQUIREMENTS. REFER TO DETAIL SHEET 5/A5.0. PROVIDE PERMANENT F I J - (R)ELECT I STENCILING/WORDING. REFER TO DETAIL SHEET 11/A5.0. DATE: CHECKED BY: _ 10.16.2019 MD 44 ° ° PANEL 9 PROVIDE WATERFALL EDGE COUNTERTOP. 10 PROVIDE (N) CURB TO CONTINUOUS (E) CURB. SCALE: 0 0 0 000°00 , 1 Lc 0 TR 7 1 1 (E) STEEL BRACING ABOVE TO REMAIN. A N TED o0°go o _ _ _ (E)±7'-4"V.I.F. N 1 12 PROVIDE NARROW ALL BACK-TO-BACK SUPPORT SYSTEM FOR WATER CLOSET. SHEET TITLE: UP O - SPEC.: ZURN -ZN1201-ND4 OR EQ. GENERAL CONTRACTOR TO VERIFY EXISTING ° = z D q 1 ° ° ° 0 °°°°°°° 1 Q 3 1 13 PROVIDE TACTILE EXIT SIGNAGE THAT READS "EXIT" (PER CBC 1 1 B-703.4.2.). BRAILLE O PROPOSED GROUND 000000o J A 4 D C D 4 0 B SIGNAGE TO BE POSITIONED BELOW THAT TEXT HORIZONTALLY, FLUSH LEFT OR FLOOR PLANS 0°0° CENTERED. PROVIDE 18"X18" FLOOR CLEARANCE. REFER TO SHEET 8/A5.0 FOR DETAIL. B C 14 PROVIDE WALL RESTROOM SIGNAGE AND CENTER DOOR RESTROOM SIGNAGE. 12" 3'-0"V"I"F" 5'-0"CLR. PROVIDE 18"X18" FLOOR CLEARANCE AT WALL RESTROOM SIGNAGE. REFER TO SHEET NUMBER: 1:12 MAX.I LANDING ELEVATION SHEET 3/A4.0 FOR REQUIREMENTS. 15 PROVIDE AN AMBULATORY TOILE STALL.THE STALL SHALL BEE 3'-0"WIDE X 5-0" DEPTH, SHOP 6 42"MIN. LENGTH W/ 1-1/4 MIN. - 1-1/2"MAX. DIAMETER GRAB BAR INSTALLED 1-1/2' SPACE BETWEEN THE WALL AND GRAB BAR, AND T.O. GRAB BAR SHALL BE 33"MIN.- PROPOSED GROUND FLOOR PLAN - SHOP 6 PROPOSED GROUND FLOOR PLAN - FLEX 2 PROVIDE NEWSTHIGH .F.F. 16 PROVIDE NEW STAIR - 11"TREAD AND 5-1/2" RISER W/ASSOCIATED HANDRAIL AND � 1 4" = 1 '-0" 1 4" = 1 '-0" WARNING STRIP. REFER TO REFERENCE DETAIL SHEET 16/A5.0 AND 4/A5.1. 17 (N) FLOOR DRAIN. PROVIDE 2%MAX.SLOPE TO FLOOR DRAIN. EXISTING SITE PLAN ( REFERENCE ONLY) LEGEND - BASE BUILDING IMPROVEMENT - rfi=lA _ 70d.1S3 br —w.�rs.uw�n�� 180 ROOMS(1$dWOSF} `""i "" "" EXISTING WALL TO REMAIN - Qi79`SAIC,arr_�,� v LOFTARAIRTMEWB MuNITSa120,7NSF� `" IfHemF" ,w — EXISTING DOORS ; ,M _ Z ] EXISTING WALL/ ITEM TO BE REMOVED TO REMAIN e.% ; ,® NEW 1-HOUR FIRE RATED WALL NEW DOOR av"� TM m TO UNDERSIDE OF STRUCTURE REFER TO 5/A5.0 , s,7 rt ZZ LOW-WALL NEW WALL TO UNDERSIDE OF ,RNE- - a50+p�IrtJE MAIN ST. CUPPERTINO � UNDER COUNTER PI90.'ERFti�LR�= ��`L . '`' FINISH CEILING. REFER TO 6/A5.0 I ' � ayuw.,'� 91q wo mo- �` '_ I ' ��• NOT IN SCOPE OF WORK LOW-WALL w w w w w w w w vn[iL1z�T`f fij - EACEPARKINU 19479 STEVENS CREEK BLVD. - � w w ✓ w � w w ✓ w w ✓ w � ✓ � w w w w w � w w w � w w � w w w ✓ � __ i� ho'«w l e'rrc+atpe� s+arbn "Pusi I ICIi`8911 Br']CJW3�CR +erF+u6 m iraaecll 1E881tI am& usrC tE w w w w w w w w (E)LANDSCAPE E w w w w w w - - _ ._.. ........:�, Pura fUnfilo 190DAaott izwul . . :: 'q : . -- CUPERTINO, CA 95014 -_P y ' • •+'�. "'k " c• sr,r+LL�xf.ati��m n5#Rw„■ v w .. y w ✓ ✓ w w w ✓ w ✓ w w w ✓ w w w ✓ w w w w X; 's �. worcr !6 -__ R r^ IIII II4 ' I �, ] 10 P.LIE FA rLIFE PROKMV ME SYMBOLS APN: 316-20-112 mottL i SCOPE OF WORK (FLEX 2) — I L-- , ' G LINEAR DIFFUSER ■ ■ ■ D—Scheme Studio w w w w w w xa�r•, ::[ -- '. • I11 II �111 I�€ i t GYPSUM BOARD , j Dream :: Design :: Develop--- a— f n„v 4 CEILING g p A ,• ,�„ yi wY.Yw�.: F r ® SUPPLY REGISTER SCOPE OF WORK ' . •;>;•- _lei...ii - ' , ✓ w ✓ w ✓ w » Lr. f�.. . . . -- - - i 2 ✓ w w w ✓ w LL• . F—.f ..r ai--aW. ■ } . , NSErB4GK 1 SHOP 6) +�. ( w I I ...»..,. ,•4 _ _ i W —..._ »•�. �...� SWITCH RETURN DIFFUSER I' �•^�� i2' LSE. w . .� i. Y frr •.x•-, ...' .. ¢ x 1-��. . :w: 5 �*i_+- :r".m.a.r..-`•«-'.t,...wT-[i S , , ti_. '�'R: 'e I I 3-WAY SWITCH 222 8TH STREET, {I 'i t r ;.s+.e+� ' h� `t' 'E `�� 'l"l— 'I 1 LINE OFFICE ROOM NAME EXHAUST FAN SAN FRANCISCO, CA 94103 rori L—aL, I-G • rK �_•_- +�•+ ax�,a� � ti.r• -.. `n� •Ip .. h': ROOM NUMBERT: 415.252.0888 s ? 101 NOTE: ALL ITEMS ARE +10'-0" CEILING HEIGHT NEW UNLESS OTHERWISE NOTED: F: 41 5.252.8388 B.O.GYP.BD. CEILING MATERIAL (E) EXISTING www.DSCHEME.com R RELOCATED I.� —. -- — ,-— — — — �. "_�_.�._� y^ A�CSSi�LE EXIT SIGN ( ) (E)LANDS,CAPE p NIGHT NIGHT LIGHT }FSNI9�S:Ki. _ H (ARROW INDICATES EXIT iR P UF=E WLUi" ' -STFrCL3.TyR. -- DIRECTION ,,.,,,� ( _ '�' '- -- ) NOTE: EXIT SIGN SHALL BE ILLUMINATED AT ® EXIT SIGN (CEILING MOUNTED) ALL TIMES AND PROVIDED WITH AN EXIT SIGN (WALL EMERGENCY ELECTRICAL SYSTEM FROM MOUNTED) STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR SET TO INSURE W w CONTINUED ILLUMINATION FOR AT LEAST 1.5 ARC HOURS IN CASE OF PRIMARY POWER LOSS. S�QIMA . CBC SECTION 1003.2.8.5. ADJACENT ADJACENT (E) VACANT TENANT (E) VACANT TENANT / * 4a C-33350 (N.LC.) GENERAL RCP NOTES ' RENEWAL .'� DATE �� F OF CAS-CFO A. CONTRACTOR TO VERIFY BASE BLDG.STANDARDS FOR FINISHES AND DETAILS. B. PROVIDE NEW EMERGENCY BALLASTS AT LIGHT FIXTURES AND EXIT SIGNS AS REQUIRED PER _ CODE. C. ALL CEILINGS SHALL BE (E) EXPOSED CONCRETE. UNLESS OTHERWISE NOTED. D. QUANTITY AND LAYOUT OF NEW OR RELOCATED STROBES,SPEAKERS, SMOKE DETECTORS, FIRE PULLS, EXIT SIGNS, AND ANY OTHER LIFE-SAFETY EQUIPMENT AND DEVICES TO BE SPECIFIED PER CODE BY ELECTRICAL AND LIFE-SAFETY SUBCONTRACTORS. STROBES TO BE Li MOUNTED WITHIN 6"TO CENTERLINE OF NEAREST CORNER OR EDGE OF WALL,TYP., j U.O.N. C? E. ALL (E) CEILING CONDUITS AND ACOUSTICAL INSULATION TO REMAIN UNLESS N OTHERWISE NOTED. PATCH INSULATION AS NEEDED. + F. CONTRACTOR SHALL NOT DRILL INTO POST-TENSIONED CONCRETE CEILING. w G. CONTRACTOR TO USE GRID OF 3/8"SIMPSON BLUE BANGER THREADED INSERTS @ 4' O.C. FOR HANGING EQUIPMENT FROM CEILING. H. PROVIDE AT LEAST 50 FOOT CANDLES OF LIGHT IS REQUIRED AT A SURFACE WHERE A FOOD EMPLOYEE IS WORKING WITH FOOD OR WORKING WITH UTENSILS AND EQUIPMENT 1 1 .01 .19 BUILDING PERMIT (E)ELECT. PANEL SUCH AS KNIVES,SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR. AT LEAST 20 FOOT CANDLES OF LIGHT IS REQUIRED AT A DISTANCE OF 30 INCHES ABOVE (N) VACANT TENANT SPACE THE FLOOR IN AREAS USED FOR WAREWASHING, HANDWASHING, AND EQUIPMENT AND 01 .09.20 REVI PER PLANNING&BLDG. 0 UTENSIL STORAGE, AND IN TOILET ROOMS. AT LEAST 10 FOOT CANDLES OF LIGHT IS REQUIRED AT A DISTANCE OF 30 INCHES ABOVE THE FLOOR IN WALK-IN REFRIGERATION UNITS AND DRY FOOD STORAGE AREAS, AND INSIDE EQUIPMENT SUCH AS REACH-IN REFRIGERATORS. ADJACENT I. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH AND SHALL BE (E)TENANT LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL, PER ❑ _ (N.I.C.) 1013.1. O1 > J. EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION OF AT ° LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 _ v / FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A w w w w (N) VACANT TENANT SPACE MINIMUM OF 0.06 FOOT-CANDLE AT THE END OF 90 MINUTES. PRIOR TO OCCUPANCY, w w W w W W w W W w w w THE ELECTRICAL CONTRACTOR SHALL CONDUCT AND DOCUMENT AN AFTER-HOURS (E)LANDSCAPE . - E E E E . - LIGHT METER TEST TO SHOW SATISFACTORY COMPLIANCE. 2016 CBC 1008.3.1. OA OA OA OA OA K. PRIOR TO OCCUPANCY,THE ELECTRICAL CONTRACTOR SHALL DEMONSTRATE y y y y y y LL AUTOMATIC TRANSFER OF POWER FOR REQUIRED EMERGENCY CIRCUITS, BY WAY OF DISCONNECTING THE PRIMARY NORMAL POWER SUPPLY TO THE BUILDING. WHERE (N) WOMEN'S > 2 RESTROOM = EMERGENCY POWER FOR EXIT SIGNS AND EGRESS ILLUMINATION IS VIA INVERTER SYSTEM OR INTERNAL BATTERIES THEY SHALL BE SHOWN TO FUNCTION SATISFACTORILY FOR NOT 101 `' LESS THAN 90 MINUTES, PER 1008.3.5. +9'-0"A.F.F. +i B.O. (N) GYP. BD. CLG. LL—' (E)RAMP - - -°o°o°o°o°o°o°o°o°o°o° (E)UP o 0 0 0 0 0 0 0 0 0 1:12 MAX.V.I.F. °o°o°o°°°°°o°o°o°o°o° O RCP KEY NOTES o°o°o°o°o°o°o°o°o°o°o°o°o° o°o°o°o°o°o°o°o°o°o°o°o°o° B 0°0°0°0°0°0°°°°°o°0°0°0°0° - °0°0°0°0°0°0°0°0°0°0°°°0°0 OA ALIGN (N) LOBBY 7 1 1 PROVIDE COVE LIGHT WITH LED STRIP LIGHT. REFER TO LIGHTING SCHEDULE. O 100 _ 1'- B +15-0"A.F.F. O2 (E) STEEL BRACING TO REMAIN B.O. (N) GYP. BD. CLG. O O A (N) MEN'S RESTROOM Q QLL' +9'-0'A.F.F. LL UP OA B.O. (N) GYP. BD. CLG. — j N (E) FIRE ROOM 01 - EQ. EQ. EQ. 2'-6" o (N.LC.) JOB NUMBER: DRAWNHMS OA OA O OA w ADJACENT A LIGHTING SCHEDULE (E) ELECT. RM./_ (N.I.C.I DATE: CHECKED BY: TYPE SYMBOL DESCRIPTION MANUFACTURER/CATALOG NO. NOTES 10.16.2019 MD — — — — — — — N _� A RECESSED 4" LITHONIA LIGHTING, LDN4, TYPICAL a DOWNLIGHT- LED 2700K DOWNLIGHT, WHITE FIN. SCALE: 0 0 0 - LED STRIP LIGHT KEVLIC, PL27K-24V, 2700K OR MOUNTED IN LIGHT AS NOTED 0000000 B EQUAL COVE 0000000 O © SHEET TITLE: o°o°o°o (E)±7'-4"V.I.F. o°o°o°o 0000000 UP °°°°° PROPOSED GROUND o°o°o°o o°o°o°o REFLECTED CEILING PLAN 0000 0 0 °00000° SHOP 6 000-0000 SHEET NUMBER: 2 PROPOSED REFLECTED CEILING PLAN - MEZZANINE r/1"ROPOSED REFLECTED CEILING PLAN - FLEX 2 • 1/4" = 1 '-0" = 1 '-01, LEGEND - BASE BUILDING IMPROVEMENT - NOT IN SCOPE OF WORK (N.I.C.) SHOP 6 MAIN ST. C U P P E RTI N O ±31'-2" (E) PARAPET 19479 STEVENS CREEK BLVD. (E� ±28'-O" CUPERTINO, CA 95014 I A A z PARAPET EXTERIOR ELEVATION NOTES APN: 316-20- 112 z //Z /z /Z z 1. EXISTING EXTERIOR ELEVATIONS ARE BASED ON AS-BUILT DRAWINGS,AND IS SHOWN FOR REFERENCE ONLY. ALL ITEMS TO BE FIELD VERIFIED PRIOR TO ANY WORK. ■ D_S c h e m e Studio /// /z /Z /z/ +22'-7" 2. DO NOT SCALE DRAWINGS. (E) EXPOSED Dream Design Develop CLG. /Z /Z 222 8TH STREET, SAN FRANCISCO, CA 94103 T: 415.252.0888 F: 415.252.8388 www.DSCHEME.com (E) FIXED (E) FIXED (E) FIXED WIND. WIND. WIND. f; No. ARC //Z/ I I +9, 0�,(N) FINISHEDRESTROOM CLG. 333 5 / I tP� RENEWAL ��' i E FIXED E FIXED I � IO ( ) OF CAL�FO I � IWIND. WIND. I I FIXED (E) FIXED IND. WIND. +0'-0" _ X +0'-0" (E) F.F. (E) F.F SCOPE OF WORK. REPLACE WITH (N) DOOR. 2 PROPOSED EXTERIOR ELEVATION AT MAIN STREET 1/4" = 1 '-0" 1 1 .01 .19 BUILDING PERMIT 01 .09.20 REVI PER PLANNING&BLDG. ±31'-2" (E) PARAPET - - - - ±28'-0�(E) PARAPET +-22'-7" (E) EXPOSED CLG. XED (E) FIXED (E) D. WIND. WIND JOB NUMBER: DRAWN BY: HMJ / I I DATE: CHECKED BY: I 10.16.2019 MD I SCALE: / /Z I I(E) FIXED (E) FIXED AS NOTED I IWIND. WIND. SHEET TITLE: �� I I EXICTIN PR P cED I(E) FIXED (E) FIXEDIII I IWIND WIND EXTERIOR ELEVATIONS +0'-0" AZAZ(E) F.F. (E) F.F� 11//Z74 I I I I I SHEET NUMBER: SCOPE OF WORK. REMOVE PARTIAL (E) STOREFRONT SYSTEM TO RECEIVE (N) DOOR. EXISTING & DEMOLITION EXTERIOR ELEVATION AT MAIN STREET 1/4" = 1 '-0" • ACCESSIBLE SIGN DETAIL GREEN BUILDING FINISH NOTES DOOR SCHEDULE - BASE BUILDING IMPROVEMENT - IDENTIFICATION SYMBOLS LOCATION FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH SECTIONS DR. OPENING SIZE DR. CLOSER DOORWAYS LEADING TO MEN's SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4"THICK W/ EDGES 12" L AND A VERTEX POINTING UPWARD. WOMEN'S 5.504.4.1 THROUGH 5.504.4.4. NO. ROOM (WIDTH X HT.) TYPE(CL.) REMARKS SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4"THINK AND 12" IN DIAMETER.THERE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF MINIMUM 1. ADHESIVES,SEALANTS, CAULKS. ADHESIVES AND SEALANTS USED ON THE PROJECT SHALL �/N)j) AT (E) FIRE 3'-0"X 6-8" B (N) CL. FOR DR. HARDWARE, REFER TO 58"TO MAXIMUM 60"ABOVE THE FINISH FLOOR.THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS. ROOM GENERAL DOOR NOTE NO. 6. FOR 1.1.ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS,SEALANT ACCESS ACCESSIBLE SIGNAGE, SEE NOTES 1, 2, 6, WOMEN's DOOR IDENTIFICATION SYMBOL MEN'S DOOR IDENTIFICATION SYMBOL WOMEN's &MEN's WALL IDENTIFICATION SYMBOL PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION 8, 9, 12,13,14, &15. WITH 60"MIN. FIRE SHOP 6 CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR RATED DOOR. SCAQMD RULE 1168 VOC LIMITS,AS SHOWN IN TABLES 5.504.4.1 AND 5.504.2 AT ENTRY TO 3-0"X 8'-0" A (N) CL. FOR DR. HARDWARE, REFER TO MAIN ST. CUPPERTINO 6"MIN. 6"MIN. 1.2.AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES AND SEALANT OR N2 LOBBY V.I.F. GENERAL DOOR NOTE NO. 6. FOR CAULKING COMPOUNDS SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER ACCESSIBLE SIGNAGE,SEE NOTES 1, 2, 6, REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF 8, 9, 12, 13, 14, &15. \ \ O O 2 OF DOOR CALIFORNIA CODE OF REGULATIONS,TITLE 17, COMMENCING WITH SECTION 94507. MOUNTED WITHIN 1"OF 9' (N) MEWS 2'-4"X b'-8" B --- FOR DR. HARDWARE, REFER TO z_ 19479 STEVENS CREEK BLVD. z_ N 2. PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATING SHALL COMPLY WITH N3 RESTROOM GENERAL DOOR NOTE NO. 6. � VERTICAL CENTERLINE MEN'S / WOMEN'S:E O TABLE 5.504.4.3. UNLESS MORE STRINGENT LOCAL LIMITS APPLY. MOP SINK ~ OF DOOR (CBC RESTROOM DOOR N 10 10 Z 11 B-703.7.2.) IDENTIFICATION SIGNAGE 2.1. AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE N C U P E RTI N O CA 95014 \ \ \ PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER R1 ( ) MEWS (E)3'-0"X (E)b'-8" B (N) CL. REUSE (E) SALVAGED RESTROOM 00 ACCESSIBLE IDENTIFICATION REQUIREMENTS, INCLUD. PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND O RESTROOM DOORS AT FLEX 2 LOCATION -G.C.TO AP N: 316-20-1 12 LO OZONE DEPLETING SUBSTANCES. CONFIRM (E) CONDITION AND WOMEN MEN WALL SIGNAGE 2.2. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE CONSULT WITH OWNER/LANDLORD/ N d gig$ - - - ME - REQUEST OF THE ENFORCING AGENCY. FOR DR. HARDWARE, REFER TO Q 58"MIN.TO 60"MAX. 3. CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE GENERAL DOOR NOTE SEE b. FOR � ACCESSIBLE SIGNAGE, SEE NOTES 3, b & N ABOVE THE FINISHED \ TESTING AND PRODUCT REQUIREMENTS OF AT LEAST ONE OF THE STANDARDS LISTED IN DETAIL E &F/A0.3 ■ ■ ■ D-Scheme Studio 12" FLOOR FROM SECTION 5.504.4.4. O CENTERLINE OF SYMBOL \ 3.1.ALL CARPET CUSHION INSTALLED IN THE BUILDING SHALL MEET THE REQUIREMENTS (N) WOMEN'S (E)3'-0"X (E)6'-8" B (N) CL. REUSE (E) SALVAGED RESTROOM Dream :: Design :: Develop ~ MEN x OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. R2 RESTROOM DOORS AT FLEX 2 LOCATION -G.C.TO z (CBC 1 1 B-703.7.2.6.) \ =aR==P 3.2.ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 5.504.4.1. CONFIRM (E) CONDITION AND MATERIAL: WOMEN's SIGN PANELS TO BE 3MM SINTRA W/SCOTT-ADA'S 1/32"THICK LETTERS &SYMBOLS HELVETICA MEDIUM UPPER CASE. ALL LETTERS TO BE MINIMUM 5/8"-MAXIMUM 2" HIGH BRAILLE LETTERS TO BE GRADE 2ADA APPROVED. BLACK TILES MOUNTED IN CHASE CIRCLE TO BE 3/16", #140 BLUE PLEXI ao 4. COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND CONSULT WITH OWNER/LANDLORD/ \ W/ POLISHED EDGES. coO MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR FOR DR. HARDWARE, REFER TO z\ � OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE GENERAL DOOR NOTE NO. 6. FOR 222 8TH STREET, PER CBC 1 1 B-703.6 PICTOGRAMS AS SPECIFIED IN TABLE 5.504.4.5. ACCESSIBLE SIGNAGE, SEE NOTES 3, 6 & SAN FRANCISCO, CA 94103 FINISH AND CONTRACT- PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL NONTRAST WITH THEIR FIELD WITH EITHER A bo 1, 4.1. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS DETAIL E &F/A0.3 T: 415.252.0888 LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST F: 415.252.8388 ONE OF THE FOLLOWING STANDARDS LISTED IN SECTION 5.504.5.3. TEXT DESCRIPTORS- PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAMS FIELD. 5. RESILIENT FLOORING SYSTEMS. FOR 80%OF THE FLOOR AREA RECEIVING RESILIENT GENERAL DOOR NOTES www.DSCHEME.com FLOORING, INSTALLED RESILIENT FLOORING SHALL MEET AT LEAST ONE OF THE FOLLOWING STANDARDS LISTED IN SECTION 5.504.4.6. 1. ALL THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM, U.O.N. 1 2. THE FORCE FOR PUSHING OR PULLING OPEN AN INTERIOR OR EXTIEROR DOOR OR GATE SHALL BE 5 POUNDS MAXIMUM PER CBC 1 1 B-404.2.9. 3. PATCH AND REPAIR DAMAGED SURROUNDING FINISH RESULTING FROM WORK AT DOORS. 4. ALL DOOR OPENINGS NOT LOCATED BY DIMENSIONS SHALL BE LOCATED 6 INCHES FROM A RDA FINISH WALL TO FACE OF RABBET OR CENTERED IN WALL AS SHOWN ON FLOOR PLAN. +15-0" 5. DOOR OPENING SCHEDULE DIMENSIONS ARE TYPICALLY TAKEN FROM BOTTOM OF B.O (N) GYP. BD. CLG. HEAD FRAME TO TOP OF FINISH FLOOR HEIGHT, AND FROM FACE OF RABBET TO FACE 9 (E) FIXED L(E) IXED (E) FIXED OF RABBET EXCLUDING THE STOP FOR WIDTH. * No.C-33350 6. DOOR HARDWARE SHALL NOT REQUIRE GRASPING OR TWISTING TO OPERATE. ALL 12-31-21 DOORS SHALL BE EQUIPPED WITH SINGLE EFFORT, NON GRASP HARDWARE (I.E. `� RENEW DA E" LEVER) CENTERED BETWEEN 34"-44"ABOVE FINISH FLOOR PER SECTION 11 B-404.2.7. F OF CAS-�F� HARDWARE ON ALL DOORS SHALL BE SCHLAGE L-SERIES WITH 17 LEVER. PROVIDE CUT SHEETS ON ALL DOOR HARDWARE AS SOON AS POSSIBLE FOR LANDLORD REVIEW AND APPROVAL. ALL DOOR HARDWARE SHOULD BE BUILDING STANDARD. 7. FIELD VERIFY OPENING DIMENSIONS PRIOR TO FABRICATION, ESPECIALLY VERTICAL DIMS. 1 (E) FIXED (E) FIXED (E) FIXED 8. PROVIDE ALL FINISH HARDWARE REQUIRED FOR A COMPLETE WORKING SYSTEM AS ]�La ii ii ii ii INDICATED ON DRAWINGS, AND AS SPECIFIED HEREIN. OF DOOR 5 OF DOOR > > 9. EXIT DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE 0 0 o OF A KEY THUMB TURN, OR SPECIAL KNOWLEDGE OR EFFORT, PER CBC 1008.1.9. � EO MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED UNLESS 1 ANY OF THE CONDITIONS UNDER SECTION 1008.1.9.4 ARE MET. i II 10. NOT USED. Q I Q �i Q (E) FIXED (E) FIXED o 11. PROVIDE INTERNATIONAL SIGN OF ACCESSIBILITY AT ENTRY DOOR, PER CBC-1 1 B.703. < < 12. EGRESS DOORS SHALL BE PROVIDED WITH PANIC HARDWARE FOR AN ASSEMBLY o b o Q z OCCUPANCY EXCEPT THE MAIN EXIT DOOR OR DOORS, WHICH IS PERMITTED TO BE Z 10 Q Z71 = Z � � EQUIPPED WITH "KEY-OPERATED LOCKING DEVICES" FROM THE EGRESS SIDE i2l z , 7l o 00 PROVIDED: _ - = � 1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED +0, 0„ 00 _ °�° 2. A READILY VISIBLE, DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR +0 F.F. ADJACENT TO THE DOOR STATION:"THIS DOOR TO REMAIN UNLOCKED WHEN 1 1 .01 .19 BUILDING PERMIT BUILDING IS OCCUPIED" 01 .09.20 REV1 PER PLANNING&BLDG. P1 LR P2 B1 P1 B1 LR 13. PANIC OR FIRE EXIT HARDWARE TO COMPLY WITH THE FOLLOWING, PER CBC 1008.1.10: 1. PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305; \ 2. FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C AND UL 305; 3. THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH; AND 3 ENTRY CORRIDOR ELEVATION 4. THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. _ 14. PROVIDE STRIKE-SIDE DOOR CLEARANCE FOR ALL NEW DOORS. REFER TO B/A0.3 1/4" - 1 O FOR REQUIRED CLEARANCE DIMENSIONS. 15. DOORS WITH CLOSERS TO COMPLY WITH CBC 11 B-404, FOR ALLOWABLE CLOSING SPEED AND PRESSURE. 18'-8" REFER TO PLAN 6'-0" REFER TO PLAN — — — — — — — — COVE LIGHT ABOVE — — — — — — — — COVE LIGHT ABOVE +91--01, - P - - - - - - DOOR TYPES 71 BD CLG. - ` 611 11 I � LZ \ \ TEMP. \ 1-1 2" -' GLASS / \\� X T174 - _ / _ - - +o, o„ k i� J 7 (E) F.F. 1 T1 T1 T1 P1 T1 � INSULATE EXPOSED HOT (E) ELECT. PANEL- WATERFALL D C❑ ❑B WATER AND DRAIN CONFIRM AND CONSULT \ COUNTERTOP El EXTERIOR El FLUSH WITH OWNER/LANDLORD FLUSH W/ LITE 2WOEN M 'S BATH ROOM ELEVATION FOR LOCATION 1/4 = 1 o FINISH SCHEDULE SYMBOL MATERIAL SPECIFICATION NOTES 12'-7" REFER TO PLAN 13'-3" REFER TO PLAN PORCELAIN DALTILE, ANCHORAGE- DARK GREY TYPICAL RESTROOM JOB NUMBER: DRAWN BY: COVE LIGHT ABOVE — COVE LIGHT ABOVE +9,_0„ — — — — — — — LR1 WALL/FLOOR TILE AC08; 12"X24"; MATTE WITH 3/8"MIN. FLOOR THROUGHOUT HMJ B.O (N) GYP RADIUS ANODIZED ALUMINUM BD CLG. SCHLUTER EDGE; DILEX-AHK- COLOR:SATIN (AE) OR 3/8"MIN. DATE: CHECKED BY: \ O 10.16.2019 MD �\ RADIUS COVED BASE TILE TO MATCH I WITH WALL TILE COLOR \\ \„ LR PORCELAIN DALTILE, ANCHORAGE- MEDIUM TYPICAL RESTROOM LOBBY SCALE: WALL/FLOOR TILE GREY AC07; 12"X24'; MATTE WITH 6" THROUGHOUT � HIGH 3/8"MIN. RADIUS COVED BASE AS NOTED 0 TILE SHEET TITLE: m \, aw Q 1 1 T1 PORCELAIN DALTILE, SKYBRIDGE-GRAY- AT RESTROOM WALL WALL/FLOOR TILE RECTANGLE-SY98- 12"X 24"/MATTE THROUGHOUT _ _ -' - a = _ — WITH ANODIZED ALUMINUM INTERIOR ELEVATIONS & SCHLUTER EDGE; JOLLY; COLOR: (E) F.F. J STAIN (AE) OR EQ. DOOR SCHEDULE T1 P1 T1 T1 T1 w PAINT, INTERIOR SHERWIN WILLIAMS, FLEUR DE SEL AT RESTROOM CEILING / SHEET NUMBER: (E) ELECT. PANEL- INSULATE EXPOSED HOT CONFIRM AND CONSULT WATER AND DRAIN 1 CJ P1 SW 7666- EGGSHEEL LOBBY THROUGHOUT J PAINT, INTERIOR SHERWIN WILLIAMS, AT LOBBY WALL BEHIND WITH OWNER/LANDLORD FOR LOCATION REPOSE GRAY SW7015-SEMI-GLOSS DRINKING FOUNTAIN / MO 3 P2 1 SINK ROOM THROUGHOUT M E N 'S BATHROOM ELEVATION QUARTZ VADARA, AT RESTROOM 1/4" = 1 '-0" COUNTERTOP GREY CIELO-V713 COUNTERTOP WITH A491 C) WATERFALL EDGE AT WOMEN's RESTROOM PARTITION NOTES - BASE BUILDING IMPROVEMENT - UNDERSIDE OF (E) FLOOR STRUCTURE \\` DEFLECTION HEAD & 1. NOT USED FIRE RATED ACOUS. SEALANT TOP TRACK DETAIL TOP& BOT. BOTH SIDES FINISH CEILING W.O. �I SHOP 6 SHOWN DASHED MAIN ST. CUPPERTINO 5/8"THK. TYPE 'X' GYP. BD. BOTH SIDES. 2. THE DETAILS ON THIS SHEET ARE TYPICAL MINIMUM REQUIREMENTS AND SHALL PROVIDE 1 LAYER OF WATER APPLY TO ALL PARTITION WORK. RESISTANT TYPE 'X' GYP. BD. BEHIND AND FLANKING ALL 19479 STEVENS CREEK BLVD. PLUMBING FIXTURES 3 ITEMS REQUIRING BACKING INCLUDE, BUT ARE NOT LIMITED TO FINISH CARPENTRY - CASEWORK, EQUIPMENT, FINISH HARDWARE,AND TOILET ACCESSORIES, SEE C U P E RTI N O, CA 95014 3 5/8"x 25 GA. MET. STUDS BACKING PLATE DETAIL 2/- IF ITEMS REQUIRING BACKING EXCEED THE ALLOWABLE AT 2411O.C. WEIGHT AND NO SPECIAL INSTRUCTION OR DETAILS WERE GIVEN, CONTACT OWNER OR OWNER REPRESENTATIVE BEFORE PROCEEDING WITH INSTALLATION. AP N: 316-20-1 12 FIRE RATED ACOUS. SEALANT 4. FASTEN RUNNERS TO CONCRETE FLOOR WITH 1/4" DIA.X 2" POWDER DRIVEN TOP& BOT. BOTH SIDES 3"THK. ACOUS. FASTENER. SPACE ANCHOR THE SAME AS STUD SPACING. INSUL. REFERENCE FIN. FLR'G. & BASE AS UL. NO. U-465 ■ ■ ■ D—Scheme Studio SCHEDULED SHOWN I I HW-D-0082 5. COORDINATE LOCATIONS OF BLOCKING FOR TOILET ACCESSORIES AND DASHED i i CASEWORK WITH PLUMBING TO AVOID PIPING INTERFERENCE. Dream :: Design :: Develop BW-S-0001 STC - 45 TO 49 5 1 - R. RATED PARTITION - FULL HEIGHT 222 8TH STREET, 1 1/2 -1 0 SAN FRANCISCO, CA 94103 T: 415.252.0888 F: 415.252.8388 www.DSCHEME.com I PGX�G LED STRIP LIGHT WHERE OCCURS 6 UNDERSIDE OF (E) CLG. 20 GA. STEEL TOP TRACK, 1/2" PLYWOOD10 STRUCTURE ANCHORED WITH HILTI DRYWALL S(0 S FASTENERS (MODEL X-C22 P8TH, CONT. ACOUS. SEALANT TOP& X-GN, OR X-GHP),WITH MAXIMUM J-STOP BOT. BOTH SIDES 1.5" EMBEDMENT FINISH CEILING W.O. -- --- �, -------- k SED AR-y� SHOWN DASHED 5/8"THK. GYP. BD. BOTH SIDES; X, + PROVIDE 1 LAYER OF WATER k No.1231A211-21 RESISTANT GYP. BD. BEHINDRENE AND FLANKING ALL PLUMBING DATE `0 FIXTURES F OF CA�-�F 3 5/8"X 20 GA. MET. STUDS + 6"X 16 GA. FLAT STRAP CORNER AT 1611 O.C. 111, & FASTEN TO STUDS BEAD W/2 # 10 S.M.S. PER STUD 3 1/2"THK. ACOUS. INSUL. WHEN USING 16 GA. 5/8 FIN. FLR'G. & BASE AS SCHEDULED SHOWN CHANNEL AS BACKING, USE GYP. BD. 3 5/8"X 16 GA. STUD WHERE DASHED i CHANNEL IS TO BE SUPPORTED. TYPICAL COVE LIGHTING DETAIL NON - RATED PARTITION - FULL HEIGHT 2 TYP. HORIZ. STUD BACKING 1 1 0 6V- 1 1/2 - 0 INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 2016 CBC 1 1 B-703.7.2.1. 1 1 .01 .1 9 BUILDING PERMIT 01 .09.20 REV1 PER PLANNING&BLDG. (E) ROOF STRUCTURE I NON-GLARE FINISH. - Z WHITE FIGURE ON A i JAMB STUDS BEYOND- 12"MIN. FIRE BARRIER i N TIS. BLUE BACKGROUND i N TDOUBLE YPPICAL 20 GA. STUDS, CONCEALED SPACE L---------- \ ----------------J 12"MIN. PROTEC ALL OPENINGS + + RUNNER TRACK 20 GA.- SLIT FLANGES& BEND WEB UP 2" MIN. OVERLAP FLANGES W/JAMB STUDS &SECURE TO STUD EACH END EACH SIDE W/2- #10 S.M.S. ILL Q > 3" HIGH WITH cO (N) FINISHED CEILINGLL / -------------------- > 3/8" STROKE I - Q WITHIN 15' 0" OF THE END OF EACH / i MOUNT ON LATCH SIDE OF O coWALL AND AT INTERVALS < 30' 0" / — i DOOR. 1 A HEAD AT OPENINGS UP TO T-5" CLEAR M f7�1 Ir I U I, j I IL ----------------------1 30"MAX. PER RUN ILL X < 4" BARRIER OR 2" MIN HIGH CURB A.F.F. CONTINUOUS AND UNINTERRUPTED BARRIER NOTE: NOTE: \ o ALONG THE LENGTH OF THE RAMP COLOR OF LETTERING TO BE CONTRASTING SIGN SHALL COMPLY OPENING WIDTH: FINISHED FLOOR WITH REQUIREMENTS OF A. 2- TO 3'-5" R.O.: TO COLOR OF WALL OR PARTITION 2-20 GA. STUDS BOT. LEVEL LANDING SLOPE 1:12 MAX. TOP LEVEL LANDING 2016 CBC TITLE 24 1 A 1 B. OVER 3'-5" UP TO SECTION 1 1 B-703. 12-0" R.O.: 2-16 GA. STUDS 1 5 . TY CAL EXTERIOR RAMP DETAILS M KING AND IDENTIFICATION ACCESSIBILITY SIGN ENTRY SEAM WELD, 1"AT N.T.S. 1 1 N.T.S. 7 N.T.S. 24" O.C. REQUIRED WHERE OPENING GREATER THAN 3-5" NOTE: 1 1/4"MIN. TO 1 1/2"MAX. DIA. HANDRAIL 12"MIN. SIGN SHALL COMPLY WITH SILL BELOW WHERE MIRRIOR REQUIREMENTS OF CBC I EXI i REFER TO 2016 CBC FIGURE OCCURS 12"MIN. 11" 2-0 SECTION 11 B-703. I I 11 B-703.3.2 TREAD S.S. COUNTERTOP AND i I 3/8"MIN. TO 1/2" MAX. BACKSPLASH LOCATION (PER CBC 11 B-703.4.2): 1 00 00 00 00 SIGNS CONTAINING TACTILE 00 0 B1 JAMB CHARACTERS SHALL BE LOCATED SO I 3/8"MIN. JOB NUMBER: DRAWNHMJ Q THAT A CLEAR FLOOR SPACE OF 18" MIN. L-----------j 00 BY 18"MIN., CENTERED ON THE TACTILE �i LETTERS AND NUMBERS SHALL BE RAISED 1/32" O CHARAGERS, IS PROVIDED BEYOND THE UPPER CASE SANS SERIF TYPE AND SHALL BE i DATE: CHECKED BY: ARC OF ANY DOOR li ACCOMPANIED q OE. RASED HITH ARACOTERSRSHALLD GRADE 2 BE AT LEAST 10.16.2019 MD DOUBLE JAMB STUDS SINK,W.O. SWING it 5/8" HIGH BUT NO HIGHER THAN 2". RUNNER TRACK 1"MAX. 2"MIN. - 4"MAX. THE CLOSED POSITION &45 DEG �OF TEXT OF SIGN VARIES ACCORDING TO SCALE: OPEN POSITION. i LOCATION PER CBC 2016 1013.4. 1/4" DIA. X 2" AS NOTED WAR ING STRIPES TACTILE INSULATE EXPOSED HOT WATER AND 1 / POWDER DRIVEN REFER TO CONTRASTING STRIPE HAR. DRAIN PIPES AS REQ'D. PER TITLE 24 � ��-% � � 1' REFER TO 2016 CBC TABLE 1 1 B-703.5.5FASTENERS REQUIREMENTS �_/ o / L -L--E X I T FOR ADDITION REQUIREMENTS ILA SHEET TITLE: 30 MAX. _\ _ •�� REGARDING PROPORTIONS FOR o F N �� = VISUAL AND RAISED CHARACTERS. 5-1/2" RISER (4"MIN.TO 7" MAX.) _ - O - _ ——— — —— — —— `� WALL BEHIND M LL, � U, DOTS BASE DIAMETER SHALL BE 0.059" MIN. TO DETAILS Z :E 0 0LU - 0.063". THERE SHALL BE 0.1"SPACE BETWEEN 11" U_ N w U z U TWO DOTS IN THE SAME CELL, MEASURED MIN. \ U_ m J Q ? J FROM THE SECOND COLUMN OF DOTS IN 1 4 STUD SPACING PER PARTITION TYPE N o = N U LL L THE FIRST CELL TO THE FIREST COLUMN OF SHEET NUMBER: CONTRASTING STRIPE (PER CBC 1 1 B-504.4.1): EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS 'O = Q co DOTS IN THE SECOND CELL. DOTS SHALL BE MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2"WIDE TO A 0 = w RAISED A MINIMUM OF 1/40"ABOVE THE c BASE AT DOOR OPENINGS MAXIMUM OF 4"WIDE PLACED PARALLEL TO,AND NOT MORE THAN 1" FROM,THE NOSE OF THE STEP OR UPPER 0 _ L BACKGROUND. BRAILLE DOTS SHALL BE M6N.T.S. STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL -CY7��VVED OR ROUNDED. AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. FINISH FLOOR AS SCHEDULE 8" 6" y 18" CLR. � A560 SIN CAL EXTERIOR STAIR DETAILS VANITY DETAIL AT RESTROOMS TACTILE EXIT SIGN PARTITION OPENING DETAILS 12 1 -1 -0 N.T.S. J L - BASE BUILDING IMPROVEMENT - #4 DOWEL @ 12" O.C. SAWCUT AND #4 NOSING SHOP 6 SAWCUT AND BREAK BAR, TYP. MAIN ST. CUPPERTINO BREAK (E) CONC. SLAB S A.D•� • ON GRADE 2 4" S�-OPE 19479 STEVENS CREEK BLVD. a (E) CONC. SLAB rL�` ° ° ON GRADE C U P E RTI N O, CA 95014 111;III= � APN: 316-20-1 12 a � M /ea III-11' °a ` =1 11 1i 1 III ° „ „ a � - ililII 1=1i1 5 THK CONC. W/ 4 @ 12 II � � e III— BLAZEFRAME WITH - =1i "�' =till III a II; #4 @ 12" O.C. E.W. 1ilIII11 -1� O.C. E.W. PERIMETER L-BEAD ` I ° -�- lil IIIII -lil -lil PLACE MIDHT. • •� PLACE MID HT. ON = �-1I1 ■ ■ D-Scheme Studio OR APPROVED _ ICII I a I a s EQUAL FIRE STOP I I COMPACTED FILL �"-- - - - ' III ° #4 DOWEL @ Dream :: Design :: Develop SEALANT #3x❑ STIRRUPS 1 -0 2-#5 s -111 12 O.C. g @ 12 C.C. 3 CONT. TOP # 2- 5's DEFLECTION & BOTTOM 3x❑ STIRRUPS Jo 1 -0 # TRACK (N) 4"0 CONCRETE @ 12"C.C. 3" CONT. TOP& BOTTOM 222 8TH STREET, STRIKE ANCHOR, AN FRAN I A C SCO, C 94103 03 INTO (E) CONC. ON S (E) CONC. ON STEEL T: 415.252.0888 STEEL DECK (V.I.F.), F: 415.252.8388 DECK TYP www.DSCHEME.com a °a a ° ° 4"x4"x16GA, BENT 3 TYPICAL EXISTING S.O.G. TO NEW CONC. RAMP 4 TYPICAL EXISTITNG S.O.G. TO NEW CONC. STAIR PLATE W/ `0` 362T200-54 TOP `� n ➢9 ➢ ➢9 ➢9 ➢ ➢9 3-SHOTPINS TO (E) TRACK W/ #10 SELF SCALE: 3/4 1 0 SCALE: 3�4 = 1 0 w 4IN4 COCN. ON STEEL 362S200-43 DRILLING SCREW @ EAR' ' '� �� `� STUD � DECK BRACING AT 4.C-33350 , STUD PER 12 GA. VERTICAL 362S1125-33 COMP. 48 O.C. OIIII PLAN HAGERS AT 48" O.C. POST @ 8'-0" E.W. ��FNFWAI ` RFNF'h'AI 4 #10 SIDS E.W. AT MAIN RUNNER OF SCREW EA ,� ° 3-#10 SIDS WITH MIN 3 TIGHT SEE 9 FACE, TYP. ��« SCREW, TYP. TURNS EEA. END SE C'LNG __ __ ° TO EA END 10 362S125-33 CEILING FRAMING, -- -- FRAMING MAIN RUNNER SEE 7 IIII TYPE 'X' FIRE @ 48" MAX SPACING 362S200-54 SIDE RATED GYPSEUM TRACK W/ 2-#10 BD. EA. SIDE » SIDS SCREW AT EA III III � /$ GAUGE 20 FURRING CHANNEL SSTT „ 362S200'D43 FURRING CLIPS AT 24 O.C. BLK'G EA. INTERSECTION k NOTES: NOTES: CLIPS SHOULD BE PROVIDE 2"x2"x2OGA. CONT. ANGLE AT ON ALTERNATING 1 1 .01 .19 BUILDING PERMIT SIDE OF FURRING PERIMETER WHERE IT NEEDED. Ol .09.20 REVI PER PLANNING & BLDG. TO BATHROOM (±9'-0") GENERAL AREA (±15'-0") CLIPS SHOULD ONLY HANGER WIRE SHALL BE PROVIDED AT 4'-0" AND WITH IN 6'-0" EA. END BE USED ON SINGLE LAYER GYPSEUM OR VENEER ALL HANGERS AND COMPRESSION POST %" THK GYPBOARD SHALL BE ATTACHED TO THE MAIN BY OTHERS (S.A.D.) MEMBER OR INTO CONC, SLAB ABOVE GYP BOARD SHALL BE FASTENED TO FRAMING MEMBER WITH SCREW AND SPACED NOT MORE THAN 12" O.C. ALONG THE FRAMING MEMBERS 5 TYPICAL FIRE RATED WALL WITH UN — EVEN CEILING TYPICAL GYPSUM CEILING FRAMING SCALE: 3/4" = 1 ' 0" SCALE: 3/4" = 1 ' 0" (N) Y2"O HILTE KWIK BOLT (E) CONC. ON STEEL EXPANSION ANHORS W/ 3" (E) CONC. ON STEEL DECK EFFECTIVE EMB. DECK ----------- _ (E) PT SLAB ° a a MECH. EQUIPMENT (SEE 4 x4 x16GA, 8 LONG %- MECH DWG) 362S1125- 3 COMP. 4"x4"x16GA, 8" LONG BENT PLATE W/ / POST @ 8' 0" E.W. BENT PLATE W/ (N) UNISTRUT SEISMIC 3 SHOTPINS CLIP LS500-062 OR W WIRES. WITH 3-SHOTPINS GA. BRACE / C6x8.2 CHANNEL CURB o APPROVED EQUAL MIN 4 TIGHT OR AS REQUIRED BY d TURNS EA END METAL LATERAL BRACING @ 48 O.C. EQUIPMENT MANUFACTU / ALTERNATING (60° MAX, 45° MIN) JOB NUMBER: DRAWN JB/HY: 12 GA. BRACE `� • WIRES BRACING WIRE ANCHORAGE DATE: CHECKED BY: 362S125-33 CEILING 10.16.2019 MD L.rz CEILING AS SCHEDULED FRAMING MAIN RUNNER JOINT COMPOUND OVER CONTINUOUS a a a Q a SCALE: FURRING CLIPS AT a ° EA. INTERSECTION (N) UNISTRUT CLIP METAL TRIM /" THK GYPBOARD �4-#10 SMS TOP AND BOT. BATT INSULATION AS SCHEDULED _ SHEET TITLE: 5 OR APPROVED EQUAL HILTI 'HDI P' ANCHORS BY OTHERS (S.A.D.) /$" GAUGE 20 12 GA. VERTICAL FOR Y"O THREADED FURRING CHANNEL HAGERS AT 48" O.C. F L WALL FINISH ROD WITH NUTS, TYP. DETAILS E.W. AT MAIN RUNNER WITH MIN 3 TIGHT - TURNS EA. END SHEET NUMBER: 1 HANGER WIRE ANCHORAGE g TYPICAL VERTICAL STRUT DETAILS rFo TYPICAL HANGER TIES ANCHORAGE DETAILS TYPICAL LOW WALL TO CEILING DETAILS rF2 TYPICAL SLEEPER MOUNTED DETAILS SCALE: 3/4" - 1 ' 0" — SCALE: 3/4" - 1 ' 0" — SCALE: 3/4" - 1 ' 0" — SCALE: 3/4" - 1 ' 0" r J L - BASE BUILDING IMPROVEMENT - 6 (E) CONC. ON - 5 (N) 3/4"O HANGER _ ROD, TYP. (E) STEEL STEEL DECK BEAM (V.I.F.) VIBRATION ISOLATOR PER MANUFACTURER'S SHOP 6 RECOMENDATIONS, TYP. MAIN ST. CUPPERTINO (N) MANUFACTURER SUPPLIED MOUNTING BRACKETS 19479 STEVENS CREEK BLVD. CUPERTINO, CA 95014 A P N: 316-20- 1 12 (N) %"0 STEEL ROPE (N) MANUFACTURER (N) %"0 STEEL ROPE SUPPLIED MOUNTING (Tmax=2.0 KIPS), (Tmax=2.0 KIPS), BRACKETS (N) 3/4"0 TYP. THREADED HANGER MECH. UNITS NP• ■ ■ D-Scheme Studio ROD, TYP. (SEE MECHANICAL PLANS) (N) 3—U BOLT TO SECTION X—X Dream :: Design :: Develop VIBRATION ISOLATOR SECURE STEEL ROPE PER MANUFACTURER'S (N) 'P5000' UNISTRUT SUPPORT RECOMENDATIONS, 222 8TH STREET, TYP. (N) UNISTRUT SEISMIC %"0 HIGH STRENGTH SAN FRANCISCO, CA 94103 (N) MANUFACTURER CLIP 'LS500-062' OR NUT W/ WASHER TOP T: 415.252.0888 SUPPLIED MOUNTING W/ y2"O BOLT W/ & BOT. F: 415.252.8388 3 BRACKETS WASHER, TYP. www.DSCHEME.com (N) 'P5000' UNISTRUT SUPPORT TYPICAL CEILING MOUNTED MECHANICAL UNIT SUPPORT 3 TYPICAL SEISMIC TIES SCALE: 3/4" - 1 ' 0" 0 AR SCALE: 3/4" 0 ' -`� 41U44 � 7Fr47.�y-' ry$f? %2"O THRU BOLT WIT WOOD FILLER 3"SQx Y4" THK PLT ' RF} Eayf WHERE BOL I OCCURS II WASHER EA END (E) CONC. ON STEEL L1Y2"x 1Y2"x 3/$" DECK (N) %"0 HILTE KWIK BOLT (N) 3/4"O HILTI HDI ANGLE BRACE EA EXPANSION ANHORS W/ 4" (E) CONC. ON STEEL END DECK DROP—IN ANCHORS, �� EFFECTIVE EMB. TYP GAGE22 SEISMIC STRAP AS REQUIRED FOR WATER HTR. STUD PER a WAT HT 60OS125-54 (N) UNISTRUT SEISMIC PLAN CLIP 'LS500-062' OR a LATFORM 1 1 .01 .19 BUILDING PERMIT APPROVED EQUAL u 20 THRU BOLT WIT 01 .09.20 REV1 PER PLANNING & BLDG. (N) 3—U BOLT TO 0 3"SQx %4" THK PLT SECURE STEEL ROPE (N) 3/4"O HANGER " " WASHER EA END ROD, TYP. . . (N) Y8"O STEEL ROPE Ur (Tmax=2.0 KIPS), TYP. 2-60OS125-54 RIM BEAM 5 TYPICAL SEISMIC BRACING DETAILS 6 TYPICAL SEISMIC HANGER WATER HEATER PLATFORM SCALL: C/i .. '-0 SCALL: S/4" CA_L: kl J' 1 , C,) JOB NUMBER: DRAWN BY: JB/HJ DATE: CHECKED BY: 10.16.2019 MD SCALE: SHEET TITLE: D ETAI LS SHEET NUMBER: 1 • r