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ASA-2019-007, TR-2019-034 Stamped Plans7 FLOCommunit_ Development Department 6 5 4 3 2 1 L Planning Division-Cupertino CUPERTINO APPROVED SURROUNDING USE MAP VICINITY MAP. KEY PLAN - EXTERIOR REIMAGE Case# ASA-2019-007, A FRI Approval Body: Admin Hearing r , } Approval Date 05/19/2 - _ ■ Signature ErlkaPOV PANAMA PARK n MULTI-FAMILY CTRUM DEVELOPMENT GROUP Case Manager - RESIDENTIAL ?• ; , r:� _ } - _a _ HOTEL' y°+ i •d rp Raynor Park COURTYAR BY MARRIOTT BIROLAN❑ • ' NEIGHBORS MULTI-FAMILY RESIDENTIAL W .; r _ ^ e } f E Homestead Rd E Homestead Rd E Homestead Rd ■ x ,� 99 Ranch Market Q W $lNGLE-FAMILY Kamer Permanente Sant a� Baskervi RESIDENTIAL ,_ '! ` PROJECT � F PROJECT t � iiteLaapQ `�' A SITE L SAN JOSE CUPERTINO , CASITE h P� 10605 N WOLFE RD , CUPERTINO , CA 95014 r� „S 4 ° = �� m VaIkCDPky �F T` u p e rt i n❑ storms Creek 81rd Stevens Greek Plod CALVERT ❑ AREA IN SCOPE AREA NOT IN SCOPE 9 EXI ♦,- _ m Rodrm¢ Avg• e DESCRIPTION OF WORK. CODE DATA SUMMARY. THIS IS FOR RENOVATION OF AN EXISTING HOTEL. THE EXTERIOR SCOPE INCLUDES A USE GROUP: A-3/B/ R-1 (NO CHANGE) NEW ARRIVAL PORTE COCHERE, NEW FEATURE FRAMES/BUILD OUTS AT THE MAIN ENTRY AND SIDE ENTRIES, BICYCLE PARKING, LANDSCAPING ENHANCEMENT, CONSTRUCTION TYPE (602): TYPE VA(NO CHANGE) EXTERIOR MATERIAL UPGRADES, A NEW TRASH ENCLOSURE, REMOVAL OF EXISTING FULLY SPRINKLERED: YES (NO CHANGE) TREES AND PLANTING OF NEW TREES. GUESTROOMS ARE NOT INCLUDED IN PROJECT FIRE ALARM SYSTEM: YES (NO CHANGE) SCOPE. HEIGHT OF BUILDING: 47'-6 1/2" (3 STORIES) (NO CHANGE) HIGH RISE: NO (NO CHANGE) CLIENT : ARCHITECT / INTERIORS / ENGINEER: OWNER: NO CHANGES TO EXISTING MEANS OF EGRESS BUILDING CODES: 2016 CALIFORNIA BUILDING CODE, VOLUME 1 &2 PROJECT ALTERNATIVES 2016 CALIFORNIA EXISTING BUILDING CODE SPECTRUM DEVELOPMENT GROUP BASKERVILL CLARION PARTNERS MECHANICAL CODE: 2016 CALIFORNIA MECHANDE PLUMBING CODE: 2016 CALIFORNIA PLUMBINGG CODE CODE 3605 SANDY PLAINS ROAD 101 S. 15TH ST., SUITE 200 (23219) 1717 McKI N N EY AVENUE - BICYCLE PARKING ELECTRICAL CODE: 2016 CALIFORNIA ELECTRICAL CODE o FIRE CODE: 2016 CALIFORNIA FIRE CODE SUITE 240 #414 P.O. BOX 400 SUITE 1900 ACCESSIBILITY CODE: 2016 CALIFORNIA BUILDING CODE, VOLUME 1 &2 ENERGY CODE: 2016 CALIFORNIA ENERGY CODE MARIETTA, GA 30066 RICHMOND, VA 23218-0400 DALLAS, TX 75202 2016 CALIFORNIA GREEN BUILDING STANDARD CODE PHONE: (404) 229-6078 PHONE: (804) 343-1010 CUPERTINO MUNICIPAL CODE CONTACT: TOM YOUNG WWW.BASKERVILL.COM ASSESSOR'S PARCEL NUMBER: 316-47-019 CONTACT: TERRI CALLAWAY & ZONING AND LAND USE: ZONING - P(HOTEL)- VALERI E WARSHAW LAND USE - COMMERCIAL RESIDENTIAL FLOOR AREA RATIO (FAR): BUILDING AREA: 79,406 SQ.FT LOT AREA: 154,624 SQ. FT EXISTING FAR = 0.51 STRUCTURAL ENGINEER: PURCHASING AGENT: PROPOSED FAR (NO CHANGE) DAVIDO CONSULTING GROUP, INC. MARRIOTT INTERNATIONAL LOT COVERAGE: PEXISTING = ,223 SF ROPOSED3 35911 SF 9706 4TH AVE NE, SUITE 300 10400 FERNWOOD RD SEATTLE, WA 98115 BETHESDA, MD 20817 PHONE: (206) 523-0024 PHONE: (301 ) 380 6299 CONTACT: MATTHEW C. SCHMITTER DRAWING INDEX. SHEET REV NO SHEET TITLE NO REV DATE T.001 I TITLE SHEET D 02/07/2020 G.001 13D VIEWS JA 07/03/2019 G.002 13D VIEWS JA 07/03/2019 S0.0 GENERAL NOTES C 11/20/2019 S1.0 KEY PLAN S2.0 FOUNDATION PLANS-ENTRANCE AND STAIRS A R� S2.1 ROOF FRAMING PLANS-ENTRANCE �� y RIC,y S3.0 ROOF FRAMING PLANS-STAIRS AND AWNINGS S4.0 FOUNDATION DETAILS S5.0 ROOF FRAMING DETAILS * C-33987 S5.1 ROOF FRAMING DETAILS 09130/2021 S6.0 TRASH ENCLOSURE C 11/20/2019 �� RENEWAL �Q 9T DATE o L.001 EXISTING CONDITIONS &DEMOLITION PLAN C 11/20/2019 F�F CA1-�F�� 0 L.002 PLANTING PLAN C 11/20/2019 L.003 LANDSCAPE DETAILS, NOTES, &SCHEDULE C 11/20/2019 02/21/2020 o L.004 PLANT IMAGE BOARD (EX. &PROPOSED) C 11/20/2019 COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN A.001 GENERAL DRAWING STANDARDS &NOTES PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. A.002 WINDOW TYPES, FRAME TYPES&SCHEDULE A.010 EXISTING CONDITIONS -PHOTOGRAPHIC PROJECT NUMBER o DOCUMENTATION 0' A.011 SITE PLAN-ACCESSIBILITY 2.180648.0 00� \\\\\\ _ , A.012 CONSTRUCTON MANAGEMENT PRACTICES A.013 CALGREEN m U L Q D.110 DEMOLITION -SITE PLAN D 02/07/2020 UI D.111 DEMOLITION- 1ST FLOOR PLAN A 07/03/2019 COURTYARD BY D.114 DEMOLITION PLAN-ROOF A 07/03/2019 MARRIOTT - SAN L D.201 DEMOLITION-EXTERIOR ELEVATIONS D 02/07/2020 a� U _ D.202 DEMOLITION -EXTERIOR ELEVATIONS-COURTYARD D 02/07/2020 J OS E C U P E RT I N O, tv D.301 DEMOLITION WALL SECTIONS D 02/07/2020 o -- c A.110 OVERALL PLANS-SITE D 02/07/2020 CA to A.111 OVERALL PLANS- 1 ST FLOOR PLAN D 02/07/2020 A.114 ROOF PLAN D 02/07/2020 10605 N WOLFE RD,CUPERTINO, CA 95014 } A.201 EXTERIOR ELEVATIONS D 02/07/2020 U c� A.202 EXTERIOR ELEVATIONS-COURTYARD D 02/07/2020 of A.203 EXTERIOR ELEVATIONS, COLOR D 02/07/2020 o A.204 EXTERIOR ELEVATIONS-COURTYARD, COLOR D 02/07/2020 00 It A.211 ELEVATIONS-EXISTING& PROPOSED D 02/07/2020 o CD A.212 ELEVATIONS-EXISTING& PROPOSED D 02/07/2020 A.213 ELEVATIONS -EXISTING & PROPOSED D 02/07/2020 - _ = A.214 ELEVATIONS -EXISTING & PROPOSED D 02/07/2020 °' - 401 HERE PLAN EFLECTED CEILING- - - - - - PLANS & ROOF PLANS D 02/07/2020 BUILDING PERMIT REVIEW- U - - - - - - - - - - --- o ------------- - - A.401b ENLARGED PORTE COCHERE SECTIONS AND ELEVATIONS REVISION #4 ---- A.401c DETAILS-PORTE COCHERE C 11/20/2019 BUILDING PERMIT REVIEW- A.402a ENLARGED PLANS-MAIN ENTRANCE REVISION #3 B 09/05/2019 PRELIMINARY REVIEW - N A.402b ENLARGED SECTIONS-MAIN ENTRANCE A.402c DETAILS-MAIN ENTRANCE REVISION #2 o - - - A 07/03/2019 PRELIMINARY REVIEW - o A.403a ENLARGED PLANS, REFLECTED CEILING PLANS & DETAILS o ? -FRONT STAIRCASE#1 &#2 REVISION � U A.403b ENLARGED ELEVATIONS-FRONT STAIRCASE#1 &#2 ISSUE N N A.403c ENLARGED SECTIONS & DETAILS- FRONT STARICASE#1 & 05/14/2019 - > ¢ A.403d DETAILS-FRONT STIARCASE 0 o Q A.404a ENLARGED PLANS, REFLECTED CEILING PLANS &DETAILS C 11/20/2019 a PERMIT SET -SIDE ENTRANCE A.405 ENLARGED PLANS, REFLECTED CEILING PLANS & DETAILS A 07/03/2019 U -REAR STAIRCASE o A.406 TRASH ENCLOSURE DETAILS D 02/07/2020 O N o N XO N P.114 NEW WORK ROOF PLAN m PD.114 DEMOLITION ROOF PLAN O N d C) E.001 LEGEND, SPECS J N E.101 GROUND FLOOR-DEMOLITION Q E.102 GROUND FLOOR-NEW WORK C 11/20/2019 of LU E.103 GROUND FLOOR-SITE PHOTOMETRICS C 11/20/2019 TITLE SHEET Q w E.104 GROUND FLOOR-SITE BOUNDARY PHOTOMETRICS D 02/14/2019 m E.201 ELEVATIONS E.202 ELEVATIONS TmO01 6 5 4 3 2 1 7 101 Communit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED GENERAL SYMBOLS ABBREVIATIONS ABBREVIATIONS Case# ASA-2019-007, A FRI ABBRV FULL WORD ABBRV FULL WORD Approval Body: Admin Hearing O COLUMN LINE @ Approval Date 05/19/2019/20 AT LIN LINEAR Signature Erika EXISTING NEW A/C AIR CONDITIONING LLV LONG LEG VERTICAL AB ANCHOR BOLT LVR LOUVER Case Manager AC ACOUSTICAL WORK OR DATUM POINT ACP ACOUSTICAL CEILING PANEL MAS MASONRY AD ACCESS DOOR MATL MATERIAL ADJ ADJACENT,ADJUSTABLE MAX MAXIMUM PARTITION TYPE AFF ABOVE FINISHED FLOOR MECH MECHANICAL AL ALUMINUM MEMB MEMBRANE ALT ALTERNATE MEZZ MEZZANINE A WINDOW TYPE (ALPHABETIC) AP ARMOR PLATE MFR MANUFACTURER W APPROX APPROXIMATE MIN MINIMUM w e REVISION (NUMERIC) ARCH ARCHITECTURAL MIR MIRROR a s e ry AWC ACOUSTICAL WALL COVERING MISC MISCELLANEOUS MILD MOLDING FURN FURNITURE TYPE BC BRICK COURSES(ING) mm MILLIMETER BLDG BUILDING MO MASONRY OPENING 1 KEYNOTE BLK BLOCK MT METAL THRESHOLD BLKG BLOCKING MTL METAL BM BENCH MARK, BEAM MULL MULLION C TAG 01 CEILING TYPE/ FINISH BOT BOTTOM MWK MILLWORK 9'-0"A.F.F. CEILING HEIGHT BRG BEARING BRK BRICK N NORTH F TAG 01 FINISH TAG (PLANS) BSMT BASEMENT NIC NOT IN CONTRACT BUR BUILT UP ROOFING NO NUMBER NOM NOMINAL 123A DOOR NUMBER CB CATCH BASIN NTS NOT TO SCALE CF CUBIC FOOT(FEET) ROOMNAME CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED OC ON CENTER A123 ROOM NUMBER CFM CUBIC FOOT PER MINUTE OD OUTSIDE DIAMETER BUILDING PORTION (WHEN USED) CG CORNER GUARD OFCI OWNER FURNISHED CONTRACTOR INSTALLED CHAN CHANNEL OFF OFFICE SECTION CALL-OUT CHR CHAIR RAIL OFOI OWNER FURNISHED OWNER INSTALLED SIM CI CAST IRON OH OVERHEAD 1A CIP CAST IN PLACE OPNG OPENING A101 DRAWING WHERE SHOWN CJ CONTROL JOINT OPP OPPOSITE CLG CEILING OPP H OPPOSITE HAND 6AREF CLO CLOSET OVFL OVERFLOW ILL ELEVATION CALL-OUT CLR CLEAR � � �� Cm CENTIMETER #LBS POUNDS 6A A101 �6A CMU CONCRETE MASONRY UNIT PAR PARALLEL DRAWING WHERE SHOWN CO CLEAN OUT PART PARTIAL 6AREF COL COLUMN PARTN PARTITION COMP COMPOSITION, COMPOSITE PERIM PERIMETER p 1A SIM DETAIL CALL-OUT CONC CONCRETE PERP PERPENDICULAR CONT CONTINUOUS PL PLATE A101 DRAWING WHERE SHOWN CORR CORRIDOR PLAM PLASTIC LAMINATE CID CLEAR PLASTIC PLAS PLASTER, PLASTIC I I CPT CARPET PLBG PLUMBING I I CR CRASH RAIL PLWD PLYWOOD CR/BG CRASH RAIL/BUMPER GUARD PNL PANEL CT CERAMIC TILE PNT PAINT TRUE NORTH CTR CENTER PP PITCH POCKET CV CHECK VALVE PR PAIR PROJECT NORTH CW CLEAR WIRE GLASS PRV POWERED ROOF VENTILATOR CY CUBIC YARD PSF POUNDS PER SQUARE FOOT CYL �G CYLINDER PSI POUNDS PER SQUARE INCH c CENTERLINE PT PRESSURE TREATED, PORCELAIN TILE 33.00' ►- DELTA BETWEEN TRUE PWC PLASTIC WALL COVERING & PROJECT NORTH D DEPTH 5 � DBL DOUBLE QT QUARRY TILE DEG DEGREE QTY QUANTITY DEMO DEMOLITION QUAL QUALITY MATERIAL GRAPHICS DET DETAIL DF DRINKING FOUNTAIN R RISER DIA DIAMETER RA RETURN AIR CONCRETE DIAG DIAGONAL RAD RADIUS MASONRY(CMU) DIFF DIFFUSER RB RUBBER, RUBBER BASE DIM DIMENSION RD ROOF DRAIN CONCRETE DISP DISPENSER REBAR REINFORCING BAR PRECAST DIV DIVISION RECEP RECEPTACLE, RECEPTION CONCRETE DN DOWN REF REFERENCE DP DAMPROOFING REFL REFLECTED BRICK DR DOOR, DRAIN REFR REFRIGERATOR DS DOWNSPOUT REG REGULAR STONE DWG DRAWING REINF REINFORCED DWGS DRAWINGS REP REPAIR STEEL REQ REQUIRE, REQUIRED U ALUMINUM EA EACH RESIL RESILIENT EB EXPANSION BOLT REV REVISION POROUS FILL EIFS EXTERIOR INSULATION AND FINISH SYSTEM RFG ROOFING EJ EXPANSION JOINT RH RIGHT HAND SOIL ELEC ELECTRICAL RL RAIN LEADER ELEV ELEVATOR, ELEVATION RM ROOM RIGID INSULATION EMER EMERGENCY RO ROUGH OPENING ENGR ENGINEER(ING) RT RIGHT \ � BATT INSULATION EPDM ETHYLENE PROPYLENE DIENE MONOMER(ROOF MEMBRANE) S SOUTH TOBACCO FREE WORKZONE NOTES GYPSUM DRYWALL EQ EQUAL Sc SOLID CORE EQUIP EQUIPMENT SCHED SCHEDULE PLASTER OR SAND ETR EXISTING TO REMAIN SCUP SCUPPER EWC ELECTRIC WATER COOLER SD SOAP DISPENSER %"tJ11110111#1111, USE OF TOBACCO PRODUCTS IS NOT PERMITTED ANYWHERE ON OWNER'S PLYWOOD EXIST EXISTING SECT SECTION O��g�D PROPERTY. PROHIBIT USE OF ALL TOBACCO PRODUCTS, INCLUDING BUT NOT LIMITED EXPA EXPANSION ANCHOR SHT SHEET TO CIGARETTES, CIGARS, PIPES, CHEWING TOBACCO, SNUFF, DIP, SNUS AND FRAMING LUMBER EXT EXTERIOR SHWR SHOWER ELECTRONIC CIGARETTES BY ALL PERSONNEL COVERED BY THIS CONTRACT WHILE v A ON OWNER'S PROPERTY. THIS PROHIBITION APPLIES TO OCCUPANTS OF JOBSITE SIM SIMILAR BRADLEY V. RICHARDS C OFFICES, STORAGE OR WORK SHEDS, WORK AREAS ASSIGNED EXCLUSIVELY TO THE 0 BLOCKING F FAHRENHEIT SND SANITARY NAPKIN DISPENSER - C-33987 FA FIRE ALARM REIEIIAL 9/30/2019 CONTRACTOR, AND VEHICLES WHILE THE VEHICLE IS ON OWNER'S PROPERTY. SNR SANITARY NAPKIN RECEPTACLE ENFORCE REQUIREMENTS STRICTLY. FINISH WOOD FE FIRE EXTINGUISHER SP STAND PIPE FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATION CERAMIC TILE FF FINISH FHC FIRE HOSE FLOOCABINET SPM SINGLE PLY MEMBRANE �,ltzz �Fc1k%0`,Op SS SERVICE SINK, STAINLESS STEEL filial, ACOUSTICAL PANELS FIN FINISH(ED) SSM SOLID SURFACE MATERIAL 05/14/2019 LIGHTWEIGHT FO FINISHED OPENING ST STAINLESS GENERAL NOTES CONC. TOPPING FOF FACE OF FINISH STL STEEL COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN FOS FACE OF STUD STN STONE PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. ni FRTW FIRE RETARDANT TREATED WOOD STOR STORAGE FV FIELD VERIFIED STRUCT STRUCTURALDEFINITION.- THE TERM "DESIGN "MEANS "ARCHITECT", " PROJECT NUMBER ENGINEER", "NTERIOR DESIGNER OR OTHEOR PARTY RESPONSIBLE FOR PROVIDING NAL AL SHEET LAYOUT FWC FABRIC WALL COVERING SUSP SUSPENDED 2.180648.0 E DESIGN SERVICES AS APPROPRIATE. GA GAGE SYS SYSTEM r m 1. VERIFY ALL EXISTING CONDITIONS. 6 5 4 3 2 1 GALV GALVANIZED m 2. CONTRACTOR TO MAINTAIN EGRESS ROUTES FROM EXISTING BUILDING GB GRAB BAR T TREAD Q THROUGHOUT THE COURSE OF CONSTRUCTION. GC GENERAL CONTRACTOR COURTYARD BY Q� 3. VERTICAL DIMENSIONS ARE FROM "FLOOR LINE" UNLESS OTHERWISE NOTED. T GL TEMPERED GLASS v REFER TO ELEVATIONS FOR "FLOOR LINE" DATUMS. E 6E 5E 4E 3E 2E 1 E TB TOWEL BAR GEN GENERAL T&G TONGUE &GROOVE o GL GLASS, GLAZING MARRIOTT SAN 0 4. HORIZONTAL DIMENSIONS FOR NEW CONSTRUCTION ARE FROM FACE OF FINISH UNLESS OTHERWISE NOTED. HORIZONTAL DIMENSIONS FOR EXISTING GND GROUND TD TRENCH DRAIN U CONSTRUCTION ARE FROM FACE OF EXISTING FINISHED SURFACE. GNV GOOSE NECK VENTILATOR TEL TELEPHONE 0 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF D GR GROUT TEMP TEMPERED, TEMPORARY J OS E CUPERTINO o CONFLICT, CONSULT WITH THE DESIGN PROFESSIONAL TO OBTAIN CLARIFICATION 6D 5D 4D 3D 2D 1 D GYP GYPSUM TERR TERRAZZO BEFORE CONTINUING WITH CONSTRUCTION. GYP BD GYPSUM BOARD THK THICK �A 6. HOLES CUT THROUGH EXISTING OR NEW FIRE RATED CONSTRUCTION FOR INSTALLATION OF PIPING, DUCTWORK, OR OTHER PENETRATIONS SHALL BE KEPT TLT TOILET TO A MINIMUM NUMBER AND HELD TO A MINIMUM SIZE. FILL VOIDS BETWEEN C H HIGH TOC TOP OF CURB,TOP OF CONCRETE 10605 N WOLFE RD, CUPERTINO, CA 95014 U PIPES, DUCTS, OTHER PENETRATING ITEMS AND RATED CONSTRUCTION WITH FIRE 6C 5C 4C 3C 2C 1 C HB HOSE BIBB TOM TOP OF MASONRY RETARDANT SEALANT SYSTEM LISTED IN THE UL FIRE RESISTANCE DIRECTORY HC HOLLOW CORE TOS TOP OF STEEL o WITH FIRE (F)AND TEMPERATURE (T) RATINGS EQUAL TO OR GREATER THAN THE HD HEAVY DUTY TOSL TOP OF SLAB o� FIRE RESISTANCE RATING OF THE ASSEMBLY BEING SEALED. HDW HARDWARE TTD TOILET TISSUE DISPENSER 00 7. ALIGN NEW FLOOR FINISHES WITH EXISTING ADJACENT FLOOR FINISHES UNLESS B 6B 5B 4B 3B 2B 1 B HGT HEIGHT TWS THRU-WALL SCUPPER co OTHERWISE INDICATED WHERE NEW AND EXISTING FINISHED SURFACES ARE CD w INDICATED TO BE ALIGNED, INSTALL SO FINISHED SURFACES ARE FLUSH (FEATHER HM HOLLOW METAL TYP TYPICAL N MAXIMUM 1/8" PER FOUR FEET). HORIZ HORIZONTAL 8. IT IS UNDERSTOOD AND AGREED THAT DRAWING REFINEMENTS, ADDITIONAL HR HOUR UC UNDERCOUNTER, UNDERCUT DETAILING AND CLARIFICATIONS WILL BE ISSUED DURING THE CONSTRUCTION A 6A 5A 4A 3A 2A 1 A HRL HANDRAIL UNFIN UNFINISHED SCHEDULE AND NO ADJUSTMENT WILL BE MADE IN THE CONTRACTORS' OR SUB- HVAC HEATING VENTILATING &AIR CONDITIONING UNO UNLESS NOTED OTHERWISE o CONTRACTORS' PRICE UNLESS SUCH REFINEMENT, DETAILING OR HWD HARDWOOD o CLARIFICATIONS RESULT IN CHANGES TO THE SCOPE, QUALITY, FUNCTION AND OR L) INTENT OF THE DRAWINGS AND THE PROJECT MANUAL NOT REASONABLY VB VAPOR BARRIER, VINYL BASE INFERABLE BY A CONTRACTOR OR SUB-CONTRACTOR EXPERIENCED IN THIS TYPE ID INSIDE DIAMETER VC VALVE CABINET IN INCH OF WORK. VCT VINYL LL CONTRACTORS AND SUB-CONTRACTORS MUST QUOTE ON COMPLETED, FULLY D RAW I N G NUMBERS INSUL INSULATION VERT VERTICAL COMPOSITION TILE E 9. R OPERABLE SYSTEMS BASED ON THE DESIGN INTENT OF THE CONTRACT INT INTERIOR VEST VESTIBULE o DOCUMENTS, AND ALL MATERIAL AND LABOR IMPLIED THEREFROM. IPT INTERIOR PAINT VIF VERIFY IN FIELD 0 10. UNLESS OTHERWISE REQUIRED BY THE OWNER, CONSTRUCTION ADMINISTRATION 00 U SERVICES WILL BE COMPLETED USING NEWFORMA PROJECT CENTER. VIN VINYL ISSUE REFERENCE DIVISION 1 OF THE SPECIFICATION FOR THE PROCEDURES FORA001 JAN JANITOR VIT VITREOUS CHINA `\I REQUESTS FOR INFORMATION AND SUBMITTALS. JCT JUNCTION VNR VENEER 05/14/2019 - JST JOIST VP VENT PIPE, JT JOINT VTR VENT THRU ROOF PERMIT PROOF 0 o a DISCIPLINE SHEET SEQUENCE JT B JOINT BACKER VWC VINYL WALL COVERING a PERMIT SET T= TITLE SHEET& INDEX = N VIEW TYPE MODIFIER KB KEYBOARD U G = GENERAL W WIDTH F B = GEOTECHNICAL/ KIT KITCHEN W/ WITH 0 oN FIREPROOFING NOTES ENVIRONMENTAL VIEW TYPE O = DEMOLITION PLANS KO KNOCKOUTWITHOUT 1 = FLOOR PLANS D = DEMOLITION SERIES (OPTIONAL) KP KICK PLATE WAIINS WAINSCOT X LO C = CIVIL 0 = GENERAL/SCHEDULES 2 = REFELECTED CEILING KS KNEE SPACE WB WOOD BASE O 1. ALL FIREPROOFING DESIGNS SHOULD BE CONSIDERED THERMALLY L= LANDSCAPE 1 = PLANS co PLANS WC WALL COVERING,WATER CLOSET UNRESTRAINED. A= ARCHITECTURAL/ 2 = EXTERIOR ELEVATIONS O N 3 = FINISH PLANS L LENGTH WD WOOD d o2 2. SPRAYED FIREPROOFING FOR STRUCTURAL MEMBERS WITH W/D OR A/P RATIOS INTERIORS & DETAILS 4 = FF&E PLANS J o OTHER THAN THE SPECIFIED UL DESIGN, WILL BE ADJUSTED IN ACCORDANCE I = INTERIORS 3 = OVERALL BUILDING & LAM LAMINATE, LAMINATED WG WIRE GLASS UJ WITH THE ADJUSTMENT OF SPRAYED PROTECTION MATERIAL THICKNESS FOR S = STRUCTURAL EXTERIOR WALL LAM GL LAMINATED GLASS WH WATER HEATER GENERAL D RAWI N G UNRESTRAINED RATINGS FOR WIN LU THE MOST CURR NT ED T ON OF THOEUULBLUMN FIRE REST EAM TANDOANCE DIRECTORY.SIZES AS IN P = P UMBI PROTECTION SECTIONS LA4 = ENLARG D PLANS LBV O ND LAVATORY WPR WATDERPROOFING STANDARDS & NOTES w 3. ALL BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P RATIOS TO M = MECHANICAL/ HVAC 5= INTERIOR ELEVATIONS LBF POUNDS-FORCE Q WPT WORK POINT m DETERMINE THE CORRECT FIREPROOFING THICKNESS. E = ELECTRICAL & CASEWORK X OTHER 6 = DETAILS LH LEFT HAND WR WATER RESISTANT,WASTE RECEPTACLE = WT WEIGHT AmO01 6 5 4 3 2 WWF WELDED WIRE FABRIC 1 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2019-007, A FRI Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager W W ■ Baskervi 0 0 EXISTING WALL AND WINDOW TO REMAIN. FIELD CONDITION MAY VARY. GC TO VIF. REMOVE SHEATHING AND UNFACED BATT INSULATION, MIN R-13 EIFS FINISH AND PREPARE TO RECEIVE NEW SEALANT ALUMINUM STOREFRONT I SYSTEM SHEATHING NEW SHEATHING NEW FLUID-APPLIED VAPOR NEW FLUID-APPLIED VAPOR PERMEABLE AIR BARRIER PERMEABLE AIR BARRIER U 1" POLYMER-BASED EXTERIOR 1" POLYMER-BASED EXTERIOR V INSULATION. INSULATION INSULATION AND FINISHING SYSTEM SEALANT COMPRESSIVE STRENGTH OF 25 PSI "L"TRIM, PAINT FIBER CEMENT PANELS ON PROPRIETARY CLIP SYSTEM PROPRIETARY SINGLE FLANGE SEALANT BACKER, REFERENCE MANUFACTURER DETAILS 2 C DETAIL - WINDOW JAMB 1 C STOREFRONT - JAMB DETAIL SCALE: 3" = V-0" SCALE: 3" = V-0" DRAWING REF: A.002 EXISTING WALL AND WINDOW TO UNFACED BATT INSULATION, MIN R-13 REMAIN. FIELD CONDITION MAY VARY. GC TO VIF. REMOVE SHEATHING AND BRADLEY V. RICHARDS C EIFS FINISH AND PREPARE TO C RECEIVE NEW SHEATHING REIEMIAL AL 9/30/2019 G 00 to IT NEW SHEATHING NEW FLUID-APPLIED VAPOR �iJ� O?,li PERMEABLE AIR BARRIERQ`� NEW FLUID-APPLIED VAPOR mm��p�� I PERMEABLE AIR BARRIER I 05/14/2019 1" POLYMER-BASED EXTERIOR 1" POLYMER-BASED EXTERIOR INSULATION. INSULATION INSULATION AND FINISHING SYSTEM COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN COMPRESSIVE STRENGTH OF 25 PSI PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N M FIBER CEMENT PANELS ON METAL FLASHING PROJECT NUMBER PROPRIETARY CLIP SYSTEM 2.180648.0 00 PROVIDE BUG SCREEN AT EXPOSED ry ENDS D � m WALL OF FIBER CEMENT PANEL 5/8" GYP B — BACKER ROD AND m E — SEALANT CONTINUOUS SEALANT UI 1/4" CLEARANCE FROM EDGE SHIM COURTYARD BY 0 OF PANEL TO FLASHING ALUMINUM STOREFRONT SYSTEM MARRIOTT - SAN 0 "Z" FLASHING BACKER ROD AND UCONTINUOUS SEALANT J OS E CUPERTINO, 0 1" CA 10605 N WOLFE RD, CUPERTINO, CA 95014 } 2B EXISTING WINDOW - HEAD DETAIL 1 STOREFRONT HEAD DETAIL U SCALE: 3" = V-0" DRAWING REF: A.402c SCALE: 3" = 1'-0" DRAWING REF: A.002 C7 0 O 00 DETAIL APPLIES TO EXISTING CDWINDOWS WHERE FIBER w CEMENT PANELS ARE BEING ci APPLIED TO THE HOSTING WALL. in c a� E 0 7'-4" 0 N ALUMINUM STOREFRONT m SYSTEM REMOVE EXISTING SEALANT, BACKER ROD AND 1 B SECURE FLASHING,AND CONTINUOUS SEALANT PROVIDE NEW SEALANT O n A.002 SHIM 0 � U METAL FLASHING BACKER ROD AND CONTINUOUS SEALANT ISSUE co I-__pt" FIBER CEMENT PANEL SPACER, PROPRIETARY, REFERENCE SEALANT SILL PAN WITH END DAMS 05/14/2019 - MANUFACTURER DETAILS o a Q _ ON SEALANT ELASTOM RIC COATING Q PERMIT SET FIBER CEMENT PANEL O 1C SLOPE GRADE AWAY FROM U ci A.002 REFERENCE MANUFACTURER DETAILS ° bo PROPRIETARY CLIP SYSTEM, EXIST WALL',: n° FOUNDATION 1/8"/FT MINIMUM CD NEW FLUID APPLIED VAPOR ° a DRAINAGE FILL O PERMEABLE AIR BARRIER =(V °a ° O � XO CONT INSULATION, EXISTLO a a d d , m 5/8" GYP BOARD SHEATHING, EXIST °d 0 1A ad, ' = J w A.002 °_ ° 4 p ` �� - WINDOW TYPES, FRAME ° TYPES & SCHEDULE LU J Y � Ui L7 � ELEVATION - STOREFRONT EXISTING WINDOW SILL DETAIL STOREFRONT - SILL DETAIL 3ASCALE: 1/4" = 1'-0" DRAWING REF: A.111 2ASCALE: 3" = 1'-0" 1ASCALE: 3" = V-0" DRAWING REF: A.002 Am002 6 5 4 3 2 1 F_ _ 1 } ' • „ ,L�`F+ r ,�'.��'! tiY�. re + rid ,'� �.' 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I - - - u . •• .` ,, � ;_�" as. _, s � ,-: . �,•,. �. •' �:urt -" _. __ ,.,tip _ _ _ �� _7. •r 1 ■ - Ptu v • 1 _ 7 Communit- Development Department 6 5 4 3 2 1 O 11-21 Planning Division-Cupertino CUPERTINO APPROVED Case# ASA-2019-007, A FRI 17" 1" LETTERING STATING Approval Body: Admin Hearing "UNAUTHORIZED"VEHICLES PARKED IN DESIGNATED SIGNAGE REFER TO Approval Date 05/19/20 MIN. ACCESSIBLE SPACES NOT DISPLAYING SIGNAGE REFER TO 4E/A.010 Z Signature Erika Poveda DISTINGUISHING PLACARDS OR SPECIAL LICENSE 4E/A g BRUSH CONCRETE WITH PLATES ISSUED FOR PERSONS WITH DISABILITIES .010 0 — Case Manager ACCESSIBLE Z WILL BE TOWED AWAY AT OWNER'S EXPENSE. � 4'-0" SLOPE OF 1:48 IN ALL PARKING TOWED VEHICLES MAY BE RECLAIMED AT. ---- HATCHED WHITE DIRECTIONS VAN - --- HATCHED WHITE ACCESSIBLE N OR BY TELEPHONING LINES 36" ON MINIMUM LINES 36" ON FINE$250 CENTER MAX. CENTER MAX. BLUE LINES Q p BLANK SPACES SHALL BE FILLED IN WITH z Q 10� z APPROPRIATE INFORMATION AS A PERMANENT PART z BLUE LINES + w g o CROSS SLOPE OF 1:48 w z m OF THE SIGN INTERNATIONAL SYMBOL w c 3 CD N OF ACCESSIBILITY w INTERNATIONAL SYMBOL OF ACCESSIBILITY Baskervi N 00 LU �36" BY 36" MIN. INTERNATIONAL SYMBOL p O LU v IN WHITE ON A DARK BLUE BACKGROUND - OF ACCESSIBILITYLL Q 70 SOIN 36" BY 36" MIN. WHITE LETTERS \j�\j�\j�\j \jam\j�\j�\j�\jam\jam\j \jam\jam 2" DIA GALVANIZED EQ EQ 12"TALL EQ EQ WHITE LETTERS DETECTABLE < STEEL POST 24" INTO 12"TALL o z WARNINGS /�\�/�\�/�\�// \/\�/�\�/�\�/�\�/�\�/�\�/ \�/�\�// GROUND BY HOTEL M \�/\\�/\\�/\\�/\\�/\\�/\\�/ \\�/\\�/ OPERATIONS // o // // // // // // // // / N O BRUSH CONCRETE WITH /``/ NO PARKING PARKA G SLOPE OF 1:48 IN ALL 2" 2" DIRECTIONS 108" 96" 108" 60" 4E VAN 1PARKING SIGN 3E 1 VAN ACCESSIBLE PARKING DETAIL E ACCESSIBLE PARKING DETAIL E CURB RAMP DETAIL ------------------------ ------------------------------------------------ --------------- SITE PLAN - PUBLIC RIGHT OF WAY/ PUBLIC SIDEWALK ACCESSIBILITY AND (SIDWALK ELEVATION MATCH ADJACENT ITE ACCESSIBILITY PARKING ELEVATION - NO CURB RAMP REQUIRED) UIREMENTS . ACCESSIBLE PATH OF TRAVEL WO NOT IN SCOPE FEDERAL FEDERAL YELLOW YELLOW VAN ACCESSIBLE TRUNCATED ACCESSIBLE ENTRANCE TRUNCATED PARKING STALL DOMES FOR S DRAWING DOMES CURB RAMP VAN ACCESSIBLE REFER TO 6B/A601 PARKING STALL SET .CU S T E PLAN FOR RE EB RAMP R T 6B/A6 1 CURB RAMP REFERE' E ONLY. ACCESSIBLE ACCESSIBLE PAT TRAV PARKING STALL ❑ ❑ I ACCESSIBLE LkE --- FEDERAL YELLOW PATH OF TRAVEL TRUNCATED DOMES TO PUBLIC RIGHT ❑OF WAY/ PUBLIC _ - CURB RAMP SIDEWALK = - REFER TO F717 F717 ❑ - 6B/A601 ACCESSIBLE PATH OF TRAVEL o cn ID ACCESSIBLE PATH OF TRA L ❑ FEDERAL YELLOW ❑ TRUNCATED = _ 1:1 ❑ ❑ ❑ DOMES M11110111#11j,it., ID A It CURB RAMP ■ ❑ A ❑ BRADLEY V. RICHARDS c ACCESSIBLE ❑ = C-33987 _- = ENTRANCE 3: ■ ❑ to iO►k 9/30/2019 D N O ❑ 7� ?z O ■ ❑ ACCESSIBLE �i,E► �F CAL��Q��,` PATH OF TRAVEL 111111111 ��•• 05/14/2019 mM 0 ❑ FEDERAL YELLOW TRUNCATED DOMES COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN El PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. L) CURB RAMP DID ❑ REFER TO 6B/A601 PROJECT NUMBER ❑ 2.180648.0 VAN ACCESSIBLE CO PARKING STALL I co co U L L'A ❑ o COURTYARD BY NOTE: RAISED CURBS 4 ) SEPARATE MARRIOTT - SAN SIDEWALKS HICULAR AREA S, ❑ ❑ F717 VEHICULAR J OS E CUPERTINO, TYP. CA 10605 N WOLFE RD, CUPERTINO, CA 95014 cc DD ID co DN � 19 � . co o ❑ N ACCESSIBLE E = ENTRANCE ❑ U ACCESSIBLE PA F TRF VEL ACCESSIBLE PATH OF TRAVEL U E VAN ACCESSIBLE ACCESSIBLE o IDi PARKING STALL PARKING ,(-;TALL CURB RAMP /� CURB RAMP ISSUE N REFER TO REFER TO Q 6B/A601 6B/A601 PARKING COUNT: 05/14/2019 - �, a PERMIT SET o a o FEDERAL YELLOW FEDERAL YELLOW TOTAL PARKING STALLS: 140 = N TRUNCATED TRUNCATED TOTAL ACCESSIBLE PARKING STALLS: 6 F DOMES DOMES TOTAL VAN ACCESSIBLE PARKING STALLS: 4 0 REFER TO A601 FOR PARKING SPACE o LO DETAILS FOR STALL SIZE, MARKING, AND 00 SIGNAGE. a J _ o N W SITE PLAN - V ACCESSIBILITY w � CID F SITE PLAN - ACCESSIBILITY 6ASCALE-. 1/16" = V-0" DRAWING REF: A.401b AmOl 6 5 4 3 2 1 7 FE-21Communit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2019-007, A FRI Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager uu Lu ■ Baskervi In the Santa Clara Valley, storm drains flow General Landscaping , H e adirectl to our local creeks and oil to San GaaarFiot�sekeepngr�racacesEafth-Moving Dewatering ]' ConstructionJ Designate cne area of the site for autoparking Storm Drain Pollution CC Francisco Bay, with no treatment. wkuelerefueing arrdroulrieequipment Gardening , from Landscaping and CqU ipm ePt malMenance The designated area should be wellActivities Operations a L O n Sturm water pollution is a serious problem far and Site away fromstrewimorstorm&anidets.bern-edif SwICTlmlrlg Pool Maintenance0 wildlife dependent our our waterways and far necessary rviakemapr repo rS0f9te and Poo! Many landscaping activities �xposesoitsand the people who live near polluted streams or Supervision J To prevent off4te tracking ofdirt,promde increase the likelihood that earth and garden baylands. I Y ii 11 1 1 em-amesvAh dablimd aggre9wesurf ace s OF chemcals► ill run0f into the slorm drains during S to r rn Water P D Ilu t to n �+ideabre Aesh area Maintenance Irrigaton or whet it rains Storm Drain Pollution~ Storm Drain Pollution from Heavy Equipment on Proper management of construction sites Storm Drain Pollution from J K mafierialsoutoftherain- event runoff Swimming pool watercontair+ngrhhnneand �R f G o nstru ctio n S ites reduces pollution significantly. Construction Activifies contarrimatlonat the source Cmer exposed pies coppEr-based algaecides stroutdneverbe from Earth-Moving ACtlVltl@S From Dewaterin Activities cf soil or construction materals with piastc LandscapinglGafden Marnfenance discharged to storm drains These chernicals are e Poorly maintained vehicles and d heavy This sheet summarizes the "Best Management Construcjonstesarecormmon sources ofstorm sheetingatenTXxaiyroofs BefonaraMSAeep toxic 0agLAW Ilfie. equipment Ihat leak fuel. Lit. artilifreeze or PractIceS'� (BM Ps] for storm water pollution waterpdklpon.Materelsandwastesthalblowor andrertlDvern2i$r1�Sffr3f1�9utfaCEsthatdrarlt0 .3 Protect stockpilesanclandscapngmatQflars Sail excavation and grading operations loosen large other fluids on the consiruetion site are Mesh intaa storm drain.gul ter or street have a storm drains.creeks-or channes from wind and rain by scoring item under amounts of soil that can flow or blow into storm Be sure to call your city 's Storm water inspector CUM m e ri sou rc e s of storm drain p o I lu t i❑ n prevention. three: rnpactonIocalcreet£sand[heSay tar sorsecured lasticshi:e9ri at 408-472-990T before discharging water to a Prevent spills and leaks by isolating „J Contain ail litter,food wrappers.bottles and p P 9 Poof*ountainlSpa Maintenance crams when hand led improperly Sediments in runoff 9 9 e q u I p m en t fro m runoff c h a n n e l s. an d b y As acontractor,or site supervisor, owner or cans- place Bled If ashani� recycling bins Street. utter, o r storm drain. FIlratlDn Dr diversion operator of a site,you rmy be respomitile for J Schedule grading and =xcavation projects can dog storm drains smother aquatic life- and � watching for leaks and other m a r n le n a n Ce aroundtFieslte Draining arson$ s throu tt a basin, tank, and SeCrment trap may be any environmerta[damage caused by ruin during[try weather � � � Cestroy habitats !n Creoles and the Bay. Effecttwe � A Y problems Remove construction e q u ip m e n t suticcntractors or em to ees. J Clean up leaks, dripsandolherspdIs p P Y Wher ifs Irmo t4 drain 2 pool.spa. 4r`punfarn erasion con#rot practices red uoethe amourltof runoff required. Reuse water for dust control. irrigation or from the site as soon as possible mn-edately sotrieydc not contamnAesol or Use ternporary check dams or ditches to lease be sjre to call the Cu rirno Sanllar m grournfuwaterarieawe residue onpa++ed surfaces. diver. run off awayfrom storm d rain s. p p' y crossing a site and the flow with Check dafris or another on-Site purpose GD the greatest extent ORDINANCE OF roux Aeea or Lma t reswl�cnpar passhle- kf District before rau start farfurther9oiCance an roughened ground surfaces posslble. S i fe Planning and Preventive Ve h iefe THE CITY OF C UPERTI NO �eraff�ri�cipres pulnrstusewaler usejusl enough la keep the J Protect storm drains with sandbags,gravel- flow rate restrrG�4ns. hacirflow prevention, arid fH $ in to r: a r1 c e J Keep an orderly%itearderisuregood dustdDhn, filled bags, straw wattles. of0hersediment handingspec+a cleanly wasle (such as acid 0amignate one area or the con slrucrron sae, wall from stream s ur Sfa r housekeepingprae'Ices areused CowrarA maintain du st" Place cantr7ls wash' DiKnarce flows shoulc W kep'ta the low aw art m drain rnie,s for a.,ro FOR STORM WATER POLLUTION levelsf (call ossibleIhroucha ardenhose PractfcesDunn Construction and equepm erteparking reruedrng and ro cline ❑ Maintain equipment properly dumpers under roofs ar cower yyrlh tarps a yp ]'i<� 9 J #fie-Ve elation is an exceilenl form ofero;i❑n vehicle and equiprrt enI nr alnlen ante C o ntaln PREVENTION & WATERCOifRSE ❑ Cover materialswf'ienihe&yarh riot n use piastcsheetPngsecuredarot,rtd theoutsideofthe 9 Nigher low rates maybe prohibited 4} local Check far edliirnent yr Tvxtc Pa ILltanis contn�lfor any Site flrdinan;.e ❑ Remove exlstin ve etation vnl when in a area w rib berms sand bag � or vihe, ❑ Keep materials away from streets.storm d mVster New clean out a dumoster by hosing rt 9 g Y oa rr rers PROTEp �•+ dowrton the ccnstrLKAansile absolutely necessary Plant temporary ❑ Check for odors- discoloration- Or an oily sheen CTION . dralnSanddralnagechannes U store pesticides, fertilrxers, and other .J Neverdischarge pool ar spa watertoa J Maintain all v Qi, tcrQ a and Heavy e:g oip+`t a nl ❑ Pt axe portable to le is away from stor m dr an s chemicals indoors or in a shed or sicrage street or sto rr'n drain; dischar eta a vegetation for erosion control on slopes or on groundwater. in afv ect rregu entiy nor and repair leak$ Chapter 9.18 a irdsch dust control water dDesri t leave site Wke sly portable toilets are n good war krig g Gabif'et where con StrtiG#ion is not Imrriediate tanned. tJ perform m a or rnaini*nrnCe , repair abs sn4 ordrsehar tostormdrairt5 sanity sewerClednout. y Ll Ask your city inspector whether the � cider Check#r�urtri 11y for soaks ry l Advancre P►anrurrg To Prevent Poffufforl v e hie le an d e q u Q m e n t w a s r n g a tf.#ire, w n t to _] use pesticides sparingly a carding t❑ ❑ !f ossible. when em I In a spa. let ❑ Protect dowvnslo drainage courses, 9.'�8.040 Dlscha Into trio storm drain prohibited J scneduieexcayattonand radin activities ikfaterialslWaste Narrdling P P y g pool or pe 9 groundwater must be tested by a certified clear.ud s e as ter { 9 9 Instructions on the labe Rinseempty r-hlonne dissipate for a rev, days and then streams, and storm drains with prattles. or For dryweatfnerperrpds- rCrpvuee94� ,.] PraotiCe�aouree Reductr�rt--rnr>Irn� +naste laboratory J If yv u must ararn and repri ce rn otor o,I, ra ¢ialar It is unlawful to cause allow or permit to be conlelners. and use rinsewalera5 producl. recvclereuse waferbv draining it gradually+ rerosion plant tempomiyveTWon or place M-en you order rria'en@Is Estinwe carefu[y D souse of nzlsed gimpy eontarners rn the 9 g y ternpora ry d ralnage swales Use check darns or c o p p n l t r other to n i rd s o drips site u Ss drip panes a r discharged any discharge not composed ertirelyof ❑thereresun (D rdsbeforerainbegins Use j Recycle onfQalandscapedarea ditches to divert runoff around excavations ❑ ❑epending on the test results. you may be a,ve soenCloths tuads araseh, seFa see conllarne sls i1eand �Y trash Dispose of unused pe s1 icicle s as I ie Erwon ar�d S edrnW Corl-o Manual. sue h as eonoete asphalt scrap metal sdverns. starmWater to the storm drain system or to surface waters avaiIable from lheRo9tma[Water Ouality re a .clearedv lauan.paper rock and haza'doi swasle Do not use copper-based algaecides. Refer to the regional Water Quality Control allowed to discharge pum ped groundwater to hers e y r puss s a$ hazardous wasl$ , recycra Contra Ial se with chlorine or other Board's Erosion and Sedimeal Curftxof Field w Hen ever aassrblei Cortlyd Board.as a refer 9" the storm drain OR you may be required to or to any local on whore it would contact or t�ventuall be %ehrcle n aMenarKe moderns surf, as used all. � in Cupenlno.res idents with curbside recycling alternatives. such as so br ornide. J Do not v s e d ie s e a oil to lubricate equipment }I y Arfartt�al for proper erosion and sediment control dischar a to the sanitaf sewer or collect and ❑ Conifd tlreamourttdruntffcrossrngygx 8rr>tifroexe.l,atteries,and tires can COlect IaNn. garden and iree trimm+rigsir � y carts a, clean eou IpFS en I use on iy w iron !or transported to surface waters, jr-cluding flood plaid areas, site(espeaallydtxngexcavator!) byusng mwwreducewa_ecf� brinfo yardwaste tote rs. Yardwaste will bea411ected Fiffer Cleaning measures haul the water off-site for treatment and any ins+le crear, ing }uecrosorternpotayOrpwvnaTentdrarnage ❑ Dis �ofaIIwastes properly MatinalsIhat and composted by the gcily ees comp sl ,J Never clean a fitter in the street orneara .� Cover stockpiles and excavaW-d soil with ills Qsa at an appropriate tri�a#merit facility. J Cover rxpo sod fifth e h eat ttktche s and other Cannot be ieCye[edmt.�betakentoan Resrdentsare gncotrraged tocarttpost oily r,r greasy eq ,,Ipm a ne dt, •ing rain events Permit as an exempt or conditionally exempt discharge. Reduce stDrrrwater run cifvWahes t7y awom ate Iarr,il'illcr drsposed Cif as hazardolIS storm drain. Raise cartrlcge and secured tarps or plastic sheeting. yardwast� on themselves. Qr take ❑ When dischar In to 3 storm drain, rotect the 5 rft C re air u� corutructrig temporary check dams orbemm y�te Neverbury waste matenalsor bwyethem diatomaceous earth filters onto a dirt area, 9 9 p p where a opnale cornposte to a [andfll wher0 d will be p!x in thesfreet arnearacreekarskreambr;cl and spade filterresidueinto sail Crisposeof inlet using a Farrier of burlap bags filled with J c la ar+ up spills on m e dialer 9.'18.070 Accidental Disc. large ❑ Trainyouennployeesandsubomtractors. Permii5 c4m�osted spentdiatoniaceouseaWinthegarbage drain rock. or cover inlet with filter fabric y Thecdycanpo%A0&txbcliwesat3c these ; I En add to adtn arxJbuildr perm 3 Landscape contractors should � Never hose a own "direr a re h a nl oT A11 persons shall notify the Director of Public Works ❑ tfthere is nosuitable dirt area. car anchored under the grate m perm eaole s ur is ce x w he re I!a rtis ti are S prlleo 6St1e5 for yfpU lodstrf,ute t4 worKers at ycxun you vwl need toai(ain coverag a under the 5tatek to ke Clippings and pruning waste u a a dry c le a n u p methods {a b s o ra e a t Immedi ate]y upon accidentally dlsdliarging pollutar>ts of ccxistructtonslte lnfotm your subcontradors Genera IComtrucbonAcnvityStamYvater Permlif to a landfiltthat composts yard Cupertino Sanitary brinsirudlonson m ateria Is ca i Drier a neoor rag si w he nevef aWAthe5tcx"T1v"er regarerrientsartd trelr drschargingfilter backwas-i or nnsewaler to posslbie and properly aispo se of ab sorben i yDurC4rlstrW�4n Sifir?�S di$ixrrl,)ed area tritals� waste �BF I s hlwwby Igldno and concern to enable countermeasures to be taken by the City cmi (espomibillies Lase skle~parxforaQ&Irt acres or more nfum-oD(YlCnlheGeneralPemit the sanitary sewer ❑ Contact Cupertino Sanitary District at 253-7071 m ater-als Bay.a cros[rtuctian best rrmnagert7en[raCt1�5 ZartkS r Rd landfill are t�te nearest) to rrinimize damage to storm drains and the receiving a . available at besIrdin e ondctic can beobtained frnmtheRE!gonatWaterQuality prior to discharging to the sanitary sewer. -1 Sw cop up spoiled dry m ate r,als rm m edrato ly 9 0 4 Ccrn rd Board fThr.cn ter a wdI diarigetoone J Do nct blow tar rake leaves Into N ever atie m Pt Ic w ash (h ern aw ay" yr rrh. sva le r waters, Initial notification shall be follcwed, within five (5) acreasof Ijbr 2003) [lie street. ar bjry them business days of the date of occurrenoY, by a detailed la JWritten statement describing the cases of theacdderltal =I 1 us@ as I%%p water as pessibla for OUSI control ,,Engre water us ea daesn r leave sill Or Ai5vha,g a to storm Crain.,, r, discharge and t�E measures being taken to prevent future , J c lean up spills on d in area 9 b y d rggirl g up and V properly drsposin g of con to n inaled sarl occurrences. Such natificati❑n will not relieve persons of Removal �� Facilities J ca11411 tar significant spills liability fcr- violations ❑fthis chapter or for any fines imposed ❑ If the sprll poses a significant hazard to ail the Cad an aCCC7l.lrlt thereof under Section 13350 of the The property �> �� the contractor share ultimate responsibility for fi um an he a its and sale ay properly o r the The Project Contractor is responsible hle Slate nfice you re ge also report It t4 this California Water Cede, or for violation of Section 5650 of the � � Mate orrice of Emergency Services. Califomia Fish and 11A1d1ife Code, or arty other applicable • provisions of State or Federal laws. the activities that occur on a construction Site. You may be held responsible for removal of all BMP Facilities .1$. ° Violation* for Any person who violates any provision of this Chapter any environmental damage caused by your subcontractors or employees. located within the Public Right of Way shall be guilty of a misdemeanor and upon convictan thereof upon project Ct final inspection . shall be punished as provided in Chapter 1 .12 of the City of ♦♦��v,D I AR,��°��i G Cupertino Munici pet Code. ` g Chapter 1.12: General Penalty, Section 1. 12.010, �n l r,_.r' BRADLEY V. RICHARDS and ' ' Dtll"IPg Gt7f1S[f'LfCtliJri paragraphD, states*: l Roadwork Storm Drain Pollution FreshConcreteREIEWAL93020f9 - * J Don't mix up more fresh concrete or cement � Unless other�+vise specified by this cods an infraction is 4plication Of andfrom Roadwork a n � Mortar than you wilt use in a two-hvurperiod itp�,' J Set up and operate small mixers an tar S ❑r Q` punishable by: Paint 14errrfpvaf fi F' i F 1 . Aline not taexceed $140 for aflrs# violation 11r1 Road paving. surfacing, and pavement remova Application heavy Plastic drop cloths p ''�i� OF CAt, ♦♦`, q] J VVhen cleaning up after d nveway or sidewalk J Pain#eh' s and dust from nvnfiazardQus Paving pp � �+ �I I Business 2- A fine not to exceed $200 for a second violation d stripping and sand blasting may be happen rl hit in the street. where there are numerous S Q r7r PP 9 9 Y Canstructiort, wash fines onto dirt areas- not 05/14/2019 opportunities for a sp halt. saw-cu# slurry, or3. A fJ ne not to exceed $500 for a third Violation ofAdheshvirl. svrept uper collected in plastic drop cloths and dawn the driveway arinto the street or storm � ZardouS r disposed of as excav ate dmaterial toillegally enter storm drains ` drain _ the SarTlf? chapter within one year. Extra planning IS recttJlfed t0 Store and dispose of $1prrY1 ❑ ra ill Pollution from COPYRIGHT2019BASKERVILL. USE OF THIS WORK IN WHOLE OR IN J p , PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. J Chemical paint strapping residue, and chips General Business Practices materials proper! and guard against pollution of J protect applications of fresh concrete and Disposal Pi.gl"Y1 y s P Fresh Concrete and Mortar 1 111 0 * and dijSTfrtk-n marine aints, or airits mortar from rainfall and runoff unbl the 9.18.2+40 Civil nait for illicit dischar s p p storm drains creeks and the Bay Applications materia l has dr ied PROJECT NUMBER � Stoi71'1 Qrall'1 Poll utionfrom Paints, containing lead, mercury ❑ develop and implementerosionlsediment An person who discharges pollutants, in violation of the Businesses that generate less 2.180648.0 0, y p 0 p be disposedofashaza-douswastes. Lead control plants for roadway embankments ❑ Wash down ex Solvents, aI1[� Adlleslw@� posed aggregate concrete r} EI Chapter, by the use of illicit connections Shall be Civilly liable based paint removal requires.a state-certified Fresh concrete and cement-related mortars only when the washwater can t1 l flow unto a co All paints. solvents, and adhesives"antain contractor ❑ Schedule exca va tion and gradin g work during Y than L� gallons or poU to the Cit in a sum not to exceed twenty-five thousand chemicalsthat are harmful to wildIrfe in local dry weather. Mat wash into lakes, Streams, 4r es#uarifYS cirri area-an ce n onto a nd died surface from �I m y Y` During Construction trflcfiort which it Can be pumped and disposed of 0# hazardous Waste per month dollars per day per violation for each da in which such Creeks. San FranCISCo Bay, aid the Pacft Ocean. J When stepping or cieanirig building exteriors are toxic to fish and #hie aquatic m L p y ❑ Check for and repair leaking equ ipment properly. or (3) be vacuumed from a CMChmeni To=chemicals may come from liquid or solid with high-pressure water. block ❑ Avoid paving and seal coating in wet environment. Disposing of these materials are eligible to use this program. Q violation occurs. created ry blived runoff a storm drain inlet If COURTYARD BY I roductsorfr+amcleani res duesorr s Paint Direct wash ❑ Perform major equipment repair's at weather. or when rain is forecast, to prevent to then#ortndrainSorcreeks Can block Call ��'�� Q p � � necessary. divers runoff with iemparary berms U # rragen:N and wastes adhesives arid clea ning%u ids intoscil Or. check wtthCupevtinoSanitary designated areas in your maintenance yard fresh materials from contacting stofmwater storm drains, causes serious problems and Make sure runoff does riot reach gutters or Excerpts - For complete CODE language refer to the should be recycled when possible or disposed of District to find out if you can map or vacuum the where cleanup is easier- Avoid performing runoff is prohibited by law. storm drains. for a quote. MARRI OTT - SAN City ofCl ertlflQ Munlct alCr�de. property to prevent these materials from flowing washwatefanddisposeofkinasankary equipmentrepairsatconstruction sites. n p LJ Cover and seal catch basins and manholes J When breaicin u C intu storm drainsand watercourses. se-werdrain 5ampling d thewashwater may g p payemen[, be sure t0 pick U J When refueling o r when vehiclelequipm ent when app lying Seal Coat. Slurry Sea I. 'og seal, up all the pieces and dispose of properly J OS E CUPERTINO, be required maintenance must be done on site, designate a or similar materials GeneraIBusiness Practices Recycle large chunksof broken concrete See 0 J Washwater From painted buildings location away fro m storm drains and creeks ^mow red„cev,as;e cr , for Info an recyclers. ❑ Constructed before 1978cancontainhlgh co o Protect drainage ways by using earth dikes. J Wash ouk con cretemixersonly in designated CA ❑ DD not use diesel oil to lubricate equipm ent sand bag s, of- other controls to divert or trap washout areas in your yarn. away from ll storm J Never bury waste material Dispose of sma rn C u p e rt i n o Handling Paint Products amflunts of Lead,even if paint chips are not parts or clean equipment and filter runoff drains and waterways where the water will flow amounts of excess dry concrete. grout. and esent. Before u b in stri in inl or 10605 N WOLFE RD, CUPERTINO, CA 95014 Building Dept: lx Yc e9 PP 9 Pa mortar Ifl the Irish } ;] Flee all li ud paint inducts and wastes ❑ Rec cfe used oil. concrete. broker! a s halt into a temporary waste pit in a dirt area Let q p g_7 7 7 _ 2 2 g P q Pa P cleaning pre 197$building exteriors with water y P ❑ N aver wash excess material from expose d- U awa from the utter, street, and storm water percolate through soil and dispose of J Never dispose of washout inlo the street f u blic W o rks D e t; Y 9 under high pressure, test paint lead etc. whenever �74sSlle. 4f dispose of properly. a re ate concrete or similar treatments into p C7 t>} aggregate st;ttled. hardened concrete as garbage- storm drains. drainage ditches, or streams p 408-777-335�4 drains. Pdking paintscrapingsto a local laboralory (www.recyclestOf.Corn for list of recycling a street or storm drain Collect and recycle. or Whenever possible, recycle washout by of (See Yeltaw Pages for a s I ate-cer Vied Compa nies.} d ispose to dirt area pumping back into mixers for reuse Santa Clara County laboratoryco .y Recycling Hotline : Painfing Cleanup ,J Cover stockpiles (asphalt. sand. etc.) and LS Washout chutes onto dirt areas thatdo not 800-533.8414 ❑ rf there lSlooSejlarn#pntfleburldrrrg. orrfthe other construckron materials with plastic tarps. flow Io streets or drains. w .reducewaste.utr J Nevercleanbrushesorrinse irtt paint ositrrveforlead bkCckstorm AsphaltlConcrete Removal N � � Pa p A Protect from rainfall and prevent runoff with I.-I Always store bot#rdry and wet materials w w w .r e c y c le s to ff.c o m containers into a street.gutter, storm drain, drains Check with Cupertino 5a61ary District ❑ Avoid creatin excess dust when break in as halt temporary ragfs or plastic sheets and beans under corer,prolected from rainfall and runoff c Small Business Hazardous Waste : French drain,or creels. to determine whether you may discharge wafer 9 p 06 �, and aw8y fn4m storm drains or wtenuays.E408-299-73bD to thesanitarysewef-orifyoumustsendit or concrete ❑ Park pavinu rrkachinesoverdrip pans or❑ For water-based paints,paintoutbrushes k7 absorbent material cloth, ra s- etc to etchProles# dry mater,aisfrpm windo Cu ertinto Sanitar Sewer Distr °ffs'ter°rd'sposalashazar`la,'swaste . I After breaking up old pavement be sure to ( g }0 P Y the extentplassltile-andrns+rintoan insideremaVe all chunks and pieces. h+lake sure drips when not In use. ❑ secure bags at cement after they are open CITY Of N 408-253 -7671 sink dr air thatgoestothesani#afysewer Be Sure to keep wind-blown Cement powder ;{ PE TfN broken pavement does not come incontact 1J Glean up all spills and leaks using `dry' Santa Clara Valley Urban Runoff LI For oikbased paints.palnt out brushes to the rntDrspt {` �Remor ortatton with rainfall or runoff m ethbds (with absorbent materials and/or away tram streets. gutters. storm drains- rainfall and runoff ; c) Pollution Prevention P r g m exlent possible and clean Wih thinner or J Dispose of unvkented liquid pai nt thinners. r a s o r d i u rem o ve, and r o e rl d is osa r i E 800-794 -2482 LJ When making saw cuts, use as little water as g } 9 p P P Y P f N solvertit. Filter and re uset:iinnersand solvents. solvents, glues.and#easing fluids d;} t7f Cgntamin ated soil. J do Hoe use diesel fuel as a lubricant an possible. Shovel or vacuum saw-cut and concrete forms tools. ortrailers O am where possible Disse W excess liquids and hazardous waste (call the Small Busine ss O rn po remove from the site. Cover or protect storm Ll Collect and recycle or appropriately dispose of State Office of Emergency residue as hazardous waste. wIazardousVVas* Prgm. 299.7300). o U Serviees drain inlets during saw-cutting. Sweep up. and excess abrasive gravel or sand ??? � 1 -6g0-852-7$50 (24 hr5} Li VVhenlhorougttlydry- emptypalntcans used J Or Return to supplier (Unopened cans of paint properly dispose of. all residues yf/ ISSUE Ni brushes. rags, and drop dothsmaybe may be able to be returned. Cheers with1he 0 Avoid over-applicakl on by water trucks for must Cl) N ;..i Sweep, never host} down streets to clean up control 05/14/2019 - R e p o r t s p i t I s t o 9 1 1 disposed of as garfaage vendor rE2rCtrrig its "bwy beck"policy } Q tracked dirt Use a streetsweeper of vacuum > raVitIlck PERMIT SET a J DonateexoesspaiFit(call299-7300todonate.} truck Do not dump vacuumed liquor in storm p Q t rFfr.rl+ Rtxrrif7 Q ZLO cif orris. Pnllurion Prrt-uniion Pnif;ram O = N U_ _ o UPDATED SFPTFMBFR 2616 O N O "I- — APPROVE MANAGEMENT PRACTICES SIT F J P 9 00 ib Ll&_ { il�l.t.TxCONSTRUCTION BEST C\jTIMM BQRDEN, 46612 DATE DEPARTMENT RT1 TENT OF PUBLIC KS CONSTRUCTON Lu DIRECTOR OF PUBLIC WORKS ltl.l.: MANAGEMENT Y a PRACTICES 0 :1S m � AmOl 2 6 5 4 3 2 1 7 FERCommunit_ Development Department 6 5 4 3 2 1 Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2019-007, 5.507.4.3 Interior sound.Wall and floor-ceiling assemblies separating n CALGREEN NON-RESIDENTIAL CHECKLIST— 5.303.3.4 Faucets and fountains. 5.410.4 Testing and adjusting.Testing and adjusting of systems shall be tenant spaces and tenant spaces and public places shall have an STC of ❑ El ITEMS required for buildings less than 10,000 square feet or new systems to serve an at least 40. Approval Body: Admin Hearing 5.303.3.4.1 Nonresidential lavatory faucets. Lavatory faucets shall ❑ ❑ addition or alteration subject to Section 303.1. Approval Date 05/19/20 12 COMMUNITY DEVELOPMENT DEPARTMENT-BUILDING DIVISION have a maximum flow rate of not more than 0.5 gallons per minutes at Outdoor Air Quality Signature Erika Poveda CUPERTI NQ ALBERT SALVADOR,P.E.,C.B.O.,BUILDING OFFICIAL 60 psi. 5.410.4.2 Systems. Develop a written plan of procedures for testing and Case Manager 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 adjusting systems. Systems to be included for testing and adjusting shall ❑ El 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum include,as applicable to the project, the systems listed in Section HVAC, Ozone depletion and greenhouse gas rnt shall co Installations io of (46$)777-3228 FAX(408]777-3333 buildina(c�cuoertino.ora flaw rate of not more than 1.8 gallons per minute at 60 psi. Kitchen 5.410.3.2. HVAC,refrigeration and fire suppression equipment shall comply with Sections faucet may temporarily increase the flow above the maximum rate,but 5.508.1.1 and 5.508.1.2. PURPOSE: not to exceed 2.2 gallons per minutes at 60 psi,and must default to a ❑ ❑ 5.410.4.3 Procedures. Perform testing and adjusting procedures in maximum flow rate of 1.8 gallons per minutes at 60 psi, accordance with industry best practices and applicable national standards ❑ ❑ 5.508.1.1 Chlorofluorocarbons(CFCs).Install HVAC and refrigeration ❑ ❑ The non-residential provisions of the 2016 CalGreen Code outline planning,design and development methods that on each system. equipment that does not contain CFCs. include environmentally responsible site selection, building design, building siting and development to protect,restore and 5,303.3.4.3 Wash fountains.Wash fountains shall have a maximum enhance the environmental quality of the site and respect the integrity of adjacent properties;establishes the means of flow rate of not more than 1.8 gallons per minutes/20 [rim space ❑ ❑ 5.410.4.3.1 HVAC balancing. Before a new space-conditioning system 5.508.1.2 Halons. Install fire suppression equipment that does not contain ❑ ❑ conserving water used indoors, outdoors and in wastewater conveyance; outlines means of achieving material (inches)at 60 psi, serving a building or space is operated for normal use,the system ❑ ❑ Haloes. conservation and resource efficiency; and outlines means of reducing the quantity of air contaminants. should be balanced in accordance with the.procedures defined by 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more national standards listed in Section 5.410.3.3.1. 5.508.2 Supermarket refrigerant leak reduction. New commercial ■ W than 0.20 gallons per cycle. ❑ Elrefrigeration systems shall comply with the provisions of this section when w Project Name: Courtyard by Marriott San Jose Cupertino,CA-Exterior Renovation 5.410.4.4 Reporting.After completion of testing, adjusting and balancing, installed in retail food stores 8,000 square feet or more conditioned area, and Baskervi j l� g• p 9, J g 9� q 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets provide a final report of testing signed by the individual responsible for ❑ © that utilize either refrigerated display cases,or walk-in coolers or freezers ❑ ❑ Project Address: 10505 N.Wolfe Rd. I Cupertino, GA 55014 for wash fountains shall have a maximum flow rate of not more than 1 ❑ ❑ performing these services. connected to remote compressor units or condensing units.The leak reduction 0.20 gallons per cycle/20[rim space(inches)at 60 psi. measures apply to refrigeration systems containing high-global-warming Project Description: Exterior Refresh and Porte Cochere replacement 5.410.4.5 Operation and maintenance manual.Provide the building potential(high-GWP)refrigerants with a GWP of 150 or greater. New 5.303.4.1 Food waste disposers. Disposers shall either modulate the use of owner with detailed operating and maintenance instructions and copies of ❑ ❑ refrigeration systems include both new facilities and the replacement of Instructions: water to no more than 1 gpm when the disposer is not in use(not actively El ❑ qua ra nt i e s/warra nties for each system prior to final inspection. existing refrigeration systems in existing facilities, 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2016 Califomia Green grinding food wastefno-load)or shall automatically shut off after no more than Building Standards Codes to verify and assure that all required work described herein is properly planned and 10 minutes of inactivity.Diposers shall use no more than 8 gpm of water. 5.410.4.5.1 Inspections and reports. Include a ropy of all inspection 5.508.2.1 Refrigerant piping.Piping compliant with the California implemented in the project. verifications and reports required by the enforcing agency. ❑ ❑ Mechanical Code shall be installed to be accessible for leak protection and 2. The licensed professional,in collaboration with the owner and the design professional shall initial Column 2 of 5.303.5 Areas of additions or alteration. For those occupancies within the repairs. Piping runs using threaded pipe, capper tubing with an outside ❑ Elthis checklist, sign and date Section 1 -Design Verification at the end of this checklist and have the authority of the California Building Standards Commission as specified in Fireplaces diameter(OD)less than 1/4 inch,flared tubing connections and short checklist printed on the approved plans for the project. Section 103,the provisions of Section 5.303.3 and 5.303.4 shall apply to new ❑ ❑ radius elbows shall not be used in refrigerant systems except as noted 3. Prior to final inspection by the Building Department,the licensed professional shall complete Column 3 and sign fixtures in additions or areas of alterations to the building. 5.603.1 Install only a direct-vent sealed-combustion gas or sealed wood- below. and date Section 2-Implementation Verification at the end of this checklist and submit the completed form to burning fireplace or a sealed woodstove and refer to residential requirements ❑ ❑ the Building Inspector. 5.303.6 Standards for plumbing fixtures and fittings. Plumbing fixtures and in the California Energy Code, Title 24,Part 6, Subchapter 7,Sedon 150. 5.508.2.1.1 Threaded pipe.Threaded connections are permitted at the ❑ ❑ fittings shall be installed in accordance with the California Plumbing Code compressor rack. (CPC),and shall meet the applicable Standards referenced in CPC Table ❑ E] 5.503.1.1 Woodstoves.Woodstoves shall comply with US EPA New Column 2 Column 3 1401.1 and CalGreen Chapter 6, Source Performance Standards(NSPS)emission limits as applicable,and ❑ ❑ 5.508.2.1.2 Copper pipe.Copper tubing with an OB less than Y<inch ❑ ❑ MANDATORY FEATURE OR MEASURE Project Verification I I shall have a permanent label indicating they are certified to meet the may be used in systems with a refrigerant charge of 5 pounds or less. Re uirements Outdoor Water Use emission limits. 5.508.2.1.2.1 Anchorage.One-fourth-inch 0D tubing shall be ❑ ❑ NONRESIDENTIAL MANDATORY MEASURES 5.3D4.2 Outdoor use in landscape areas equal to or greater than 50D Pollutant Control securely clamped to a rigid base to keep vibration levels below 8 mils. sg.ft.When water is used for outdoor irrigation for new construction projects, 5.508.2.1.3 Flared tubing connections.Double-flared tubing General Requirements one of the following shall apply: 6.504.1 Temporary ventilation.The permanent HVAC system shall only be connections may be used for pressure controls,valve pilot lines and oil. ❑ ❑ used during construction if necessary to condition the building or areas of A local water eff icient fficient landscape ordinance that is based on evidence in addition or alteration within the required temperature range for material and 5.508.2.1.4 Elbows.Short radius elbows are onl The project meets all the requirements of Divisions 5.101 through 5.508. © ❑ 1 equipment installation. If the HVAC system is used during construction, use Y permitted where ❑ ❑ the record,at least as effective in conserving water as the updated model ❑ E] equipment El space limitations prohibited use of long radius elbows. ordinance adopted by the Department of Water Resources(DWR) return air filters with a Minimum Efficiency Reporting Vague(MERV)of 8, Division AND DESIGN based on ASHRAE 52.2-1999,or an average efficiency of 30 percent based 5.508.2.2.Valves.Valves and fittings shall comply with the California ❑ 2.The California Department of Water Resource Model Water Efficient on ASHRAE 52.1-1992. Replace all filters immediately prior to occupancy,or, Mechanical Code and as follows. ❑ ❑ Planning and Design-Site Development Landscape Ordinance(MWELO)commencing with Section 490 of Chapter if the building is occupied during alteration,at the conclusion of construction. 2.7, Division 2,Title 23.California Code of Regulation. 5.508.2.2.1 Pressure relief valves.For vessels containing high-GWP 5.504.3 Covering of duct openings and protection of mechanical ❑ El5.106.1 Storm water pollution prevention. For projects of one acre or less, refrigerant,a rupture disc shall be installed between the outlet of the equipment during construction.d the time startup rough installation or during vessel and the inlet of the pressure relief valve. develop a Storm Water Pollution Prevention Plan{SW PPP}that has been 5.304.3 Outdoor water use in rehabilitated landscape projects equal to or P designed, specific to its site, conforming to the State Storm water NPDES greater than 2,500 sq.ft.Rehabilitated landscape projects shall comply with ❑X ❑ storage on the construction and and roll final startup of the heating and cooling equipment,all duct and other related air distribution component ❑ ❑ 5.50$.2.2.1.1 Pressure detection.A pressure gauge, pressure Construction Permit or local ordinance,whichever is stricter, as is required for ❑ ❑ Section 5.304.2, Item 1 or 2. openings shall be covered with tape, plastic, sheet metal or other methods P 9 g P ❑ ❑ projects over one acre.The plan should cover prevention of soil loss by storm transducer or other device shall be installed in the space between the water run-off and/or wind erosion, of sedimentation and/or of dust/particulate 5.304.4 Outdoor water use in landscape areas of 2,500 sq.fL or less.Any acceptable to the enforcing agency to reduce the amount of dust or debris rupture disc and the relief valve inlet to indicate a disc rupture or matter air pollution. which may collect in the system. discharge of the relief valve. P project with an aggregate landscape area of 2,500 sq.ft.or less may comply ❑ ❑ � o with the performance requirements of MWELO or conform to the prescriptive e compliance measure contained in MWELO's Appendix D. Page 1 of 12 CalGreen Non-Res Checklist.doc revised 0110112017 Page 4 of 12 CalGreen Non-Res Checkltst.doc revised 0110112017 Page 7 of 12 CalGreen Non-Res C'heckfist.doc revised 0110112017 Page 10 of 12 CalGreen Non-Res C'hecklist.doc revised 0110112017 5.106.4 Bicycle parking.Comply with Sections 5.106.4.1 and 5.106.4.2;or meet local ordinance, whichever is stricter. © ❑ 5.304.5 Graywater or rainwater use in landscape areas. For projects using 5.5D4.4 Finish material pollutant control. Finish materials shall comply with 5.509.2.2.2 Access valve.Only Schrader access valves with a brass or treated or untreated graywater or rainwater captured on site, any lot or parcel Sections 5.504.4.1 through 5.504.4.6_ ❑ ❑ 5.106.4.1.1 Short-Term bicycle parking.If the qualified project is ❑ ❑ g steel body are permitted for use. within the projects that has less than 21500 sq.ft.of landscape and meters the anticipated to generate visitor traffic, provide permanently aanchored to a ss bicycle I'ot or parcel's landscape water requirement(Estimated Total Water Use) 5.504.4.1 Adhesives, sealants, caulks.Adhesives and sealants used on racks within 200 feet of the visitors'entrance, readily visible to passers-by, 5.508.2.2.2.9 Valves caps.For system with a refrigerant charge of 5 ❑ ❑ entirely with treated or untreated graywater or through stored rainwater the project shall meet the requirements of the following standards. for 5 percent of visitor motorized vehic€e parking spaces being added,with ❑ ❑ captured on site is subject only to Appendix D Section 5 , pounds or more,valve caps shall be brass or steel and not plastic. a minimum of one two-bike capacity rack. caps. If designed for it,the cap shall have a Weather Resistance and Moisture Management 1.Adhesives,adhesive bonding primers,adhesive primers, sealants, 5.508.2.2.2.2 Seal ❑ ❑ 5.106.4.1.2 Long-Term bicycle parking.For qualified buildings with over sealant primers and caulks shall comply with local or regional air pollution neoprene 0-ring in place. management district rules where applicable yr 10 ten ant-occupants or for additions or alterations that add 10 or more 5.407,1 Weather protection.Provide aweather-resistant exterior wall and control or air quality ❑X ❑ tenant vehicular parking spaces,provide secure bicycle parking for 5 ❑ ❑ foundation envelope as required b Califomia Building Code Section 1403.2 SCAOMD Rule 1168 VOC limits,as shown in Tables 5.504.4.1 and 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit over the stem P 9 R P Y R 9 P q Y 9 ❑ percent of tenant vehicle panting spaces being added,with a minimum of and Califomia Energy Code Section 150, manufacturer's installation ❑ El5.504.4.2. are required for valves designed to have seal caps. El one space. instructions or local ordinance,whichever is more stringent.' 2.Aerosol adhesives and smaller unit sizes of adhesives and sealant or 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding caulking compounds(in units of product less packaging,which do not food products containing vinegar and salt shall have evaporator coils of ❑ ❑ 5.106.5.2 Designated parking for clean air vehicles. Provide designated 5.407.2 Moisture control. Employ moisture control measures by the fallowing p g 9 P parking for any combination of low-emitting,fuel-efficient and carpool/van pool ❑ ❑ methods; weigh more than one pound and do not consist of more than 16 fluid corrosion-resistant material, such as stainless steel; or be coated to vehicles as shown in Table 5.106.5.2. ounces)shall comply with statewide VOC standards and other El ❑ prevent corrosion from these substances. 5.407.2.1 Sprinklers. Prevent irrigation spray on structures. ❑ ❑ requirements,including prohibitions on use of certain toxic compounds, of 5.106.5.3 Electric vehicle(EV)charging. Construction shall comply with 5.407.2.2 Entries and o exterior entries and/or Design openings. openings Califomia Code of Regulations,Title 17,commencing with Section 94507. 5.508.2.3.1 Coil coating.Consideration shall be given to the heat p g g R g Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of to prevent water intrusion into buildings. 5.5D4.4.3 Paints and coatings. Architectural paints and coatings shall transfer efficiency of coil coating to maximize energy efficiency. ❑ ❑ electric vehicle sup p€y equipment(EVSE). 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be comply with Table 5.504.4.3 unless more stringent local limits apply. X❑ ❑ 5.508.2.4 Refrigerated receivers. Refrigerant receivers with capacities 5.106.5.3.1 Single charging space requirements.When only a single covered to prevent water intrusion by using nvnabsorbent floor and ❑ greater than 200 pounds shall be fitted with a device that indicates the I] ❑ charging space is required per Table 5.106.5.3,3, a raceway is required to E] ❑ wall finishes within at least 2 ft around and perpendicular to such 5.504.4.3.1 Aerosol paints and coatings.Aerosol paints and coatings level of refrigerant in the receiver. be installed at the construction and shall be installed in accordance with openings plus at least one of the following: shall meet the Product-Weighted MIR limits for ROC in Section the Califomia Electrical Cod. 1.An installed awning at least 4 ft in depth. 94522(a)(3)and other requirements, including prohibitions on use of ❑ ❑ 5.508.2.5.Pressure testing.The system shall be pressure tested during ❑ certain toxic compounds and ozone depleting substances(CCR, Title 17, installation prior to evacuation and charging. 5.106.5.3.2 Multiple charging spaces requirements.When multiple 2.The door is protected by a roof overhang at least 4 ft In depth. Section 94520 et seq). uired per Table 5.106.5.3.3,raceways)islare 5.508.2.5.1 Minimum pressure.The system shall be charged with charging spaces are req ❑ ❑ 3.The door is recessed at least 4 fit. ❑ ❑ required to be installed at the time of construction and shall be installed in 5.504.4.3.2 Verification.Verification of compliance with this section regulated dry nitrogen and appropriate tracer gas to bring system U accordance with the Califomia Electrical Code. 4. Other methods which provide equivalent protection. shall be provided at the request of the enforcing agency. E] E] pressure up to 300 psig minimum. U 5.407.2.2.2 Flashing. Install flashings integrated with a drainage 5.508.2.5.2 Leaks.Check the system for leaks,repair any leaks,and 5.106.5.3.3 EV charging space calculation.Table 5.106.5.3.3 shall be 5.5D4.4.4 Carpet systems. All carpet installed in the building interior shall ❑ El❑ plane. retest for pressure using the same gauge. used to determine if single or multiple charging space requirements apply I I meet the testing and product requirements of at least one of the standards ❑ ❑ for the future installation of EVSE. listed in Section 5.504.4.4. 5.508.2.5.3 Allowable pressure change.The system shall stand, Construction Waste Reduction, Disposes! and Recycling P g Y unaltered, for 24 hours with no more than a +/-one pound pressure ❑ ❑ 5.106.5.3.4 Identification.The service panel or subpanel(s)circuit © ❑ 5.504.4.4.1 Carpet cushion.All carpet cushion installed in the building change from 300 psig, measured with the same gauge. 5.408.1 Construction waste management. Recycle interior shall meet the re ❑ ❑ directory shall identify the reserved overcurrent protective device space(s) cle and/or salvage for reuse requirements of the Carpet and Rug institute a minimum of 65 percent of the nonhazardous construction and demolition Green Label for future EV charging as"EV CAPABLE". ❑ ❑ Program. 5.508.2.&Evacuation.The system shall be evacuated after pressure waste in accordance with Section 5.408.1.1, 5.408.1 ❑ ❑ 2,or 5.408.1.3;or meet a testing and prior to charging. 5.106.5.3.5 Future EV spaces count as designated parking.Future ❑ ❑ local construction and demolition waste management ordinance,whichever is 5.504.4.4.2 Carpet adhesive.All carpet adhesive shall meet the charging spaces qualify as designated parking as described in Section more stringent. requirements of Table 5.504AA, ❑ ❑ 5.509.2.6.1 First vacuum.Pull a system vacuum down to at least 1000 ❑ ❑ 5,106.5.2 Designated parking for clean sir vehicles, microns(+/-50 microns),and hold for 30 minutes. 5.408.1.1 Construction waste management plan. submit plan per this ❑ ❑ 5.504.4.5 Composite wood products. Hardwood plywood,particleboard section to enforcement authority. and medium density fiberboard composite wood products used on the 5.508.2.6.2 Second vacuum.Pull second system vacuum to a minimum ❑ ❑ 5.14fi.8 Light pollution reduction. Outdoor lighting systems shall be interior or exterior of the building shall meet the requirements for © ❑ of 500 microns and hold for 30 minutes. designed and installed to comply with the following: 5.408.1.2 Waste management company. Utilize a waste management formaldehyde as specified in Table 5.504.4.5. 5.508.2.fi.3 Third vacuum.Pull a third vacuum down to a minimum of �0011111111►1� 1. The minimum requirements in the Califomia Energy Code for lighting zones conscomtruction tioany n and demolitiont can waste)material divetrked fion romat the the landfilfhe age of ❑ ❑ 5.504.4.5.3 Documentation.Verification of compliance with this section 300 microns,and hold for 24 hours with a maximum drift of 100 microns ❑ ❑ ,,��EO ARC ,W.I., 1 —4 as defined in Chapter 10 of the California Administrative Cade;and complies with CalGreen Section 5.408. shall be provided as requested by the enforcing agency. Documentation ❑ ❑ over a 24-hour period. g y/ �W shall include at least one of the following standards listed in Section G � 2. Backlight,Uptight and Glare (BUG)ratings as defined in IES TM-15-11; and ❑9 ❑ 5.408.1.3 Waste stream reduction alternative.The combined weight of 5.504.5.3. v new construction disposal that does not exceed two pounds per square Z BRADLEY V. RICHARDS C 3. Allowable BUG rating not exceeding those shown in Table 5.106.8,or foot of building area may be deemed to meet the 65 percent minimum ❑ ❑ 5.504.4.6 Resilient flooring systems.For 80 percent of floor area — C-33987 requirement as approved by the enforcing agency. receiving resilient flooring,installed resilient flooring shall meet at least one ? RDEVAL 9/30/2019 C ❑ ❑ Comply with a local ordinance lawfully enacted pursuant to Section 101.7, of the following standards listed in Section 5.504.4.6. whichever is more stringent. 5.408.1.4 Documentation.Provide documentation of the waste ❑ ❑ i�� *%It m 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly ;i� '�j. N management plan that meets the requirements listed in Section 5.408.1.1 W Q` 5.106.1 0 Grading and paving.The site shall be planned and developed to through 5.408.1.3. occupied areas of the building with air filtration media for outside and ❑ ❑ Z keep surface water away from buildings. Construction plans shal I indicate how ❑ ❑ return a€r prior to occupancy that provides at least a MERV of$. il1�11,Ol�111 III all site grading or a drainage system will manage all surface water flows. 05/14/2019 Page 2 of 12 CalGreen Non-Res C'hecklisi.doc revised 0110112017 Page 5 of 12 CalGreen Non-Res Checklist.doc revised 0110112017 page 8 of 12 CalGreen Non-Res Checklist.doc revised 0110112017 Page l 1 of 12 CalGreen Non-Res Checkfist.doc revised 0110112017 COPYRIGHT 2019 BASKERVILL. USE OF THIS W ORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N M PROJECT NUMBER L 0) • • I 02 CALGREEN SIGNATURE DECLARATIONS tY Division 5.408.2 Universal waste.Addition and alteration to a building ortenant space 5.5D4.7 Environmental tobacco smoke(ETS)control. Prohibit smoking =I mENERGYEFFICIENCYthat meet the scoping provision in Section 301.3 for nonresidential additions within 25 feet of building entries, outdoor air intakes and operable windows Project Name: Courtyard 5Y Marriott San Jose Cupertino,CA- Exterior Renovation m 0 and alterations, shall require verification that Universal Waste items such as where outdoor areas are provided for smoking and in buildings;or as enforced QI Performance Requirements fluorescent lamps and ballast and mercury containing thermostats as well as ❑ ❑ by ordinances, regulations or policies of any city, county,city and county, © ❑ Project Address: 10605 N. Wolfe Rd. I Cupertino, CA 95014 COURTYARD BY Uother California prohibited Universal Waste materials are disposed of properly California Community College,campus of the California State University or o 5.201.1 Scope.The California Energy Commission will continue to adopt ❑ and are diverted from landfills.A list of prohibited Universal Waste material campus of the University of California,whichever are more stringent. Project Description Exterior Refresh and Porte Cochere replacement mandatory building standards, shall be included in the construction documents_ MARRI OTT - SAN a) Indoor Moisture and Radon Control CL WATERANDCONSERVATION5.408.3 Excavated soil and land clearing debris. 100 percent of trees, U stumps, rocks and associated vegetation and soils resulting primarily from land ❑ ❑ 5.505.1 indoor moisture control. Buildings shall meet or exceed the © ❑ SECTION 1 -DESIGN VERIFICATION J OS E CUPERTINO a) clearing shall be reused or recycled. <n Indoor Water Use Not applicable for this scope of work {exterior scope only} g Y provisions of Califomia Building Cade,CCR,Title 24, Part 2,Sections 1203 and Chapter 14.1. Complete all lines of Section 1—`Design Verification"and submit the completed checklist(Columns 1 and 2)with the �A M 5.303.1 Meters. Separate meters shall be installed for the uses described in Building Maintenance and Operation plans and building permit application to the Building Department. rn Sections 503.1.1 and 503.1.2. Air Quality and Exhaust g 5.410.1 Recycling by occupants. Provide readily accessible areas that serve The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and 10605 N WOLFE RD, CUPERTINO, CA 95014 5.3D3.1.1 New building or additions in excess of 50,000 square feet. the entire building and are identified for the depositing,storage and collection ❑ ❑ 5.506.1 Outside air delivery.For mechanically or naturally ventilated spaces certify that the items checked above are hereby incorporated into the project plans and will be implemented into the U Separate submeters shall be installed as follows: of nonhazardous materials for recycling. in buildings, meet the minimum requirements of Section 121 of the Califomia project in accordance with the requirements set forth in the 2016 California Green Building Standards Code as 0 Energy Code, CCR,Title 24,Part 6 and Chapter 4 of CCR,Title S or the ❑ ❑ adopted by the City of Cupertino. 1. For each individual leased, rented or other tenant space within the ❑ ❑ 5.410.2 Commissioning. For new buildings 10,000 square feet and over, applicable local code,whichever is more stringent' of building projected to consume more than 100 gal/day. building commissioning shall be included in the design and construction �L�fYLLt.Q� 5/14/2019 9 processes of the building project. All occupancies projects other than I- 5.506.2 Carbon dioxide(CO2)monitoring. For buildings equipped with Owner's Signature Dale `t 2.Where separate submeters are unfeasible,for water supplied to the occupancies and L-occupancies shall comply with the California Energy Code demand control ventilation,CO2 sensors and ventilation controls shall be following systems: as prescribed in California Energy Code Section 120.8. For I-occupancies that ❑ ❑ specified and installed in accordance with the requirements of the latest edition ❑ ❑ Thomas Young for GBM Two Hotels, L.P. a.Makeup water for cooling towers where flow through is greater are not regulated by OSHPD or for i-occupancies and L-occupancies that are of the Califomia Energy Code,CCR,Title 24, Part 6,Section 121(c).I Owner's Name (Please Print) C\i than 500 gpm. not regulated by the Califomia Energy Code Section 100.0 Scope,all b.Makeup water for evaporative coolers greater than 6 gpm. requirements in Sections 5.410.2 through 5.410.2.6 shall apply. 5/14/2019 c Environmental Comfort Ec.Stearn and hot-water boilers with energy input a 500,000 Btu/h. Commissioning requirements shall include items listed in Section 5.410.2. Design Professional's Signature Date 73 5.303.1.2 Excess consumption.A separate submeter shall be provided 5.507.4 Acoustical control.Employ building assemblies and components Bradley V. Richards AEA 5.410.2.1 Owner's Project Requirements(OPR).Documented before the Y o for any tenant within a new building or within an addition that is projected with STC values determined in accordance with ASTM E 90 and ASTM E 413. ❑ ❑ p design phase of the project begins the OPR shall include items listed in Design Professional's Name (Please Print) to consume a 1,000 gal/day. ❑ ❑ N section 5.410.4. 5.5DT.4.9.Exterior noise transmission,prescriptive method.Wall and 5.303.3 Water conservin lurnbin fixtures and little s. Plumbin fixtures floor-ceiling assemblies exposed to the noise source making up the 11 g p g g g 5.410.2.2 Basis of Design(BOD).A written explanation of how the design Signature of License Professional responsible for CalGreen compliance Date c� water closets and urinals and fittings faucets and showerheads shall comply building envelope shall have exterior wall and roof ceiling assemblies zY ( } g { ] p y of the building systems meets the OPR shall be completed at the design Thomas K.Farlei 728-3004 E with the following: phase of the building project and updated periodically to cover the systems ❑ El meeting a composite STC rating of at least 50 or a composite OITC rating ❑ ❑ gh (804) 5.303.3.1.Water closets.The effective flush volume of all water closets listed in Section 5.410.2.2. of no less than 40 with exterior windows of a minimum STC of 40 or OITC Name of License Professional responsible far CalGreen compliance(Please Print) Phone o a) of 30 in the locations described in items 1 and 2.Also applies to addition o vn shall not exceed 128 gallons per flush.Tank-type water closets shall be TFarleigh@baskarvill.com � ? ❑ ❑ 5.410.2.3 Commissioning plan.A commissioning plan describing how the envelope or altered envelope. o cert ed to the performance criteria of the U.S. EPA WaterSense g p g P g Err ail Address for License Professional responsible for CalGreen compliance C,o U Specification for tank-type toilets. project will be commissioned shall be started during the design phase of ❑ ❑ 5.507.4.1.1 Noise exposure where noise contours are not readily ❑ ❑ p p ISSUE N the building project and shall include items listed in Section 5.410.2.3. available. Buildings exposed to a noise level of 65 de Leq-1 Hr during Cl) 5.3D3.3.2 Urinals. any hour of operation shall have exterior wall and roof-ceiling 05/1 4/201 9 — 5.303.3.2.1 Wall-mounted urinals.The effective flush volume of wall- ❑ El5.410-2.4 Functional performance testing.Functional performance assemblies exposed to the noise source meeting a composite STC SECTION 2 -IMPLEMENTATION VERIFICATION j mounted urinals shall not exceed 0.125 gallons per flush. testing shall demonstrate the correct installation and operation of each rating of at least 45 (or OITC 35),with exterior windows of a minimum PERMIT SET 2 component, system and system-to-system interface in accordance with the ❑ El STC of 40(or OITC 30),Also applies to addition or alteration exterior c 6- Q Complete, sign and submit the competed checklist,including column 3,together with all original signatures on Section Q Z ro 5.303.3.2.2 Floor-mounted urinals.The effective flush volume of ❑ ❑ approved plans and specifications. wall. 2 to the Building Department prior to Building Department final inspection. O ry floor-mounted or other urinal shall not exceed.05 gallons per flush. 2 am 5.410.2.5 Documentation and training. A Systems manual and systems 5.507.4.2 Performance method.For buildings located as defined in 2 (N 5.303.3.3 Showerheads. I have inspected the work and have received sufficient documentation to verify and certify that the project identified U M operations training are required. ❑ ❑ Sections A5.507.4.1 or A5.507.4.1.1,wall and roof-ceiling assemblies Fy rn 5.303.3.3.1 Single showerhead.Showerheads shall have a maximum making up the building envelope shall be constructed to provide an interior above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of 5.410.2.5.1 Systems manual.The systems manual shall be delivered to noise environment attributable to exterior sources that does not exceed an ❑ ❑ the 2016 California Green Building Standards Code as adopted by the City of Cupertino. o flow rate of not more than 2.0 gallons per minute at$0 psi ❑ ❑ Y Y o N showerheads shall be certified to the performance criteria of the U.S. the building owner or representative and facilities operator and shall ❑ ❑ hourly equivalent noise level (Leq-1 Hr)of 50 dBA in occupied areas during v - EPA WaterSense Specification for showerheads. include the items listed in Section 5.410.2.5.1. any hour of operation.Also applies to addition envelope or altered x0 in 5.410.2.5.2 Systems operations training. The training of the envelope. Signature of License Professional responsible far CalGreen compliance Date m 5.303.3.3.2 Multiple showerheads serving one shower.When a appropriate maintenance staff for each equipment type and/or system ❑ El5.507.4.2.1 Site features. Exterior features such as sound walls or N shower is served by more than one showerhead, the combined flow shall include items listed in Section 5.410.2.5.2. O � earth berms may be utilized as appropriate to the project to mitigate Name of License Professional responsible for CalGreen compliance(Please Print) Phone rate of all showerheads and/or other shower outlets controlled by a ❑ ❑ CD single valve shall not exceed 2.0 gallons per minute at 80 psi, or the 5.410.2.6 Commissioning report.A complete report of commissioning sound migration to the interior.Also applies to addition envelope or ❑ ❑ _J CV altered envelope. � Lu shower shall be designed to allow only one shower outlet to be in process activities undertaken through the design,construction and ❑ ❑ Email Address for license Professional responsible for CalGreen compliance > � operation at a time. reporting recommendations for post-construction phases of the building 5.507.4.2.2 Documentation of compliance.An acoustical analysis project shall be completed and provided to the owner or representative. documenting complying interior sound levels shall be prepared by ❑ ❑ CALG RE E N U) gpersonnel approved by the architect or engineer of record. Q W Pa 6 of 12 CalGreen Non-Res Checklist.doc revised 0110112017 Pa 9 of 12 CalGreen iVon-Res C'hecklisi.doc revised 01149112017 Page 12 of 12 CalGreen Non-Res Checklist.dac revised 0110112017 co I__ Page 3 of 12 CalGreen Non-Res Checkfist.doc revised 0110112017 AmOl -1 6 5 4 3 2 1 F 7 FERCommunit- Development Department 6 5 4 3 2 1 ❑ Planning Division—Cupertino V-8" KEYNOTES CUPERTINO APPROVED PROVIDE RELIANCE Case# -FRI 19-007, LEGEND: NEW TRASH CAPTURE SYSTEM FOUNDRY R-7906 POST& A RING BIKE BOLLARD 03.30.00.A *ADD ALT* PROVIDE NEW 4" MIN. REINFORCED CONCRETE SLAB. BROOM Approval Body: Admin Hearing CATCH BASIN ID -SEE PLAN CAPTURE DEVICE DESCRIPTION FINISH. NEW 4 REINFORCED Approval Date 05/19/20 CB#1, CB#2 REM TRITON BFTG-FTC FILTER DEVICES. (CONFIGURED WITH BIOFLEX 10.14.00.13 CONCRETE SLAB, BROOM 10.14.00.13 *ADD ALT* PROVIDE"BICYCLE PARKING" SIGN Signature Erika Poveda TRASH GUARD (BFTG) MEDIA CARTRIDGE STRATEGY) FINISH 10.14.00.0 SIGNAGE BY OTHERS. Case Manager TR24SR-D-FOG-BFTG-FTC DESIGNED FOR A 2'X 2' DROP CATCH BASIN 4" MIN COMPACT 26.56.19.A OFCI LIGHT BOLLARD. INSTALL IN EXISTING LIGHT BOLLARD LOCATION. , 03.30.00.A SUBGRADE REFER TO ELECTRICAL DRAWINGS FOR DETAILS SLOPE TO DRAIN -GC TO VIF DIRECTION OF 10'-6 3/4" f° CB#3, 4, 5, 6, 7, 8 REM TRITON BFTG-FTC FILTER DEVICES. (CONFIGURED WITH o iv SLOPE IN FIELD BIOFLEX TRASH GUARD (BFTG) MEDIA CARTRIDGE STRATEGY.) EXISTING SIDE WALK TR2448-TH-BFTG-FTC - w iv BIKE RACK 9" MIN. EXPANSION JOINT w ■ NOTE: ALL STORM DRAIN INLETS TO BE MARKED WITH NEW "NO DUMPING - FLOWS TO CREEK" SIGNAGE Baskervi 4 BICYCLE STALLS 1 4" ER 12" ALIGN 0 z o ❑❑0❑❑ ° 0❑ ❑❑❑D N WOLFE ROAD EXISTING CHAIN LINK FENCE TO ❑ ❑ ❑ o o a o o ❑ ❑ ❑ ❑ 6 BE DEMOLISHED +/- ' HIGH �i❑❑�❑� 4 a a ��i� i❑i��i❑i� PUBLIC SIDEWALK ( ) -------------------------- �� o 0 0� ❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ �i��i��= ' i� iii ADD ALT - ENLARGED PLAN " " " ' _ _ ---------- EXISTING TO REMAIN DOG \X / I ------ EAR" WOOD PRIVACY FENCE 3E BICYCLE PARKING 2E ADD ALT - BIKE RACK SECTION 6' HIGH) SCALE: 1/8" = V-0" DRAWING REF: A.110 SCALE: 1" = V-0" - - - - — � � 10.14.00.0 �� , ,CB-7 - \ — _ — _ _ _ _ _ _ _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ PUBLIC RIGHT OF WAY/ _ PUBLIC SIDEWALK 134 1 1 133 \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ 1 135 I � , ❑ 136 NEW WASTE TRIO STATION WITH CIGARETTE FILTER URN I 1 CB�8 137 ATTACHMENT , I I - w o 138 \ 1 N o \ \� EXISTING TO REMAIN CHAIN I I I � 139 I I , , �� LINK FENCE (+/- 6' HIGH) 140FM I I 1 I \ \ I I ❑ ❑� �C�B-5 �� o �I 86 a��, 132 1311 130 1 129 128 127 126 125 124 123 122 121 120 119 I 118 117 116 115 114 113 112 111 110 109 108 107 106 \ � ' ID , 105 \ -- -- 0=4D \ 1 EXISTING TO REMAIN I 1 I 104 \ 11 EAR" WOOD PRIVACY,FENCE 1 ❑ I II 11 o \ 11 ', (+/- 6' HIGH) 103 ®❑ 85 1 , I I I I 1 3E I I I 84 \� 1 E] A.110 ❑ 1 - - 83 1 I I g 102 1 ' 1 I 1 I 82 I ❑ I II I 101 81 100 I 1 ❑ I I 80 I 25'-7 1/2" 20'-0" 24'-0" o I 1 99 DRIVE , 79 I 98 /1 1 1 I ID 78 ■ 97 / I 30 TOT L COURTYARD- TO VIF I 1 ❑ ❑ 77 I 1 96 � 2T-10" ❑ , ❑ DRIVE 76 �� I ■ I I 95 / _ = I 1 DN ❑ ❑ I 75 ■ I ❑ 94 74 I 11 o I 73 / / " 1 / ' i Qi aN � C-33987 OF I ■ I I 92 / 09/30/2021 ID , I--] 1--] ❑ 72REDATEAL I II 1 11 ❑ // PROPERTY LINE I ❑ 71 / � o I I & ❑ 1 1 / / 1, 02/21/2020 91 70 / ' COPYRIGHT 2019 BASKERVILL. USE OF THIS W ORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. ❑ 1 Q ❑ 69 ' PROJECT NUMBER g 90 // 2.180648.0 00 iiiiiiiiiiiiiiiiiiiii SEEMS1 89 DN ❑ COURTYARD BY $$ MARRIOTT - SAN o NEW FENCE 1 1 87 JOSE CUPERTINO aI 10.14.00.0 EXTENSION I ID CA U I CB-1 1 26.56.19.A / / 10605 N WOLFE RD, CUPERTINO, CA 95014 v I CB-2 , 1 I 18 TOTAL E ERI07-GC TO VIF / DRIVE C � I 1 I CB-400 co ❑ CV) ❑ 11 146 47 48 49 50 51 52 53 54 55 56 57 58 59 11 60 61 62 63 64 65 66 67 68 T I N I 9 L I I EXISTING TO REMAIN CHAIN / //-" PARKING COUNT: o c > I _ _ _ _ _ _ , 1 NEW CURB CB-3 I a I LINK FENCE (+/- 6' HIGH) M o I o u'i , ' ' , , / / TOTAL PARKING STALLS: 140 NO CHANGE D 02/07/2020 BUILDING PERMIT REVIEW- EXISTING TO REMAIN DOG EAR / , ( ) REVISION#4 > • 2A N o 1 r' _ WOOD PRIVACY FENCE (+/- 6' HIGH) / ' TOTAL ACCESSIBLE PARKING STALLS: 6 (NO CHANGE) E M ABANDONED EASEMENT EXISTING EASEMENT 9'-0"TYP N I C 11/20/2019 BUILDING PERMIT REVIEW- o EXISTING TO REMAIN CHAIN / / TOTAL VAN ACCESSIBLE PARKING STALLS: 4 (NO CHANGE) REVISION#3 o / / A 07/03/2019 PRELIMINARY REVIEW - o LINK FENCE (+/- 12' HIGH) / / REFER TO A.011 FOR ACCESSIBLE PARKING SPACE DETAILS REVISION °° / ' FOR STALL SIZE, MARKING, AND SIGNAGE. ISSUE co 1 2 3 4 5 6 7 8 9 10 11 12 13 14 J 5 1� 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 321 33 34 35 36 37 38 39 40 41 42 43 44 4 / // 4 BICYCLE PARKING STALLS PROVIDED 05/14/2019 - Q a I 1 1 I 1 / / ' BUILDING AREA: 79,406 SQ.FT a PERMIT SET o z 1 I 1 / / ,' PER CMC SECTION 19.124.040 - HOTEL = 20,000 SQ. FT / STALL co 2 I I I } I / / 79,406 / 20,000 = 3,97 = 4 BICYCLE STALLS REQUIRED I I � N o L — — — — — — — — — ?— — — — — — — — — — — — — — — — — — — ?— - - L — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — 1— — — — — — — — — — — — — — — — IL — — — — — — - 149 GUESTROOMS (NO CHANGE) N 18 NUMBER OF EMPLOYEES AT ANY GIVEN TIME � o N PARKING STALLS m NUMBERED FOR CLARITY O N Ii CO o \�\\\\\\\lul�llllllllll101elb�j/ Of Q Z 100.00° u7 Uj = OVERALL PLANS - SITE co 2 \0 ��1/lllllllIIIIIIII\\\00ox OVERALL PLAN - SITE 6ASCALE: 1/16" = V-0" DRAWING REF: -A.404a Am110 6 5 4 3 2 1 F Communit�Development Department 6 5 Planning Division-Cupertino 4 I CUPERTINO APPROVED 3 2 Case# ASA-2019-007, 1 L A Approval Body: Admin Hearing KEYNOTES Approval Date 05/19/20 Signature Erika Poveda Case Manager LLI W oil Baskervi (.2031 1C 6A .403a I 0 I I _ _ G I I r I I I _ I II � I � I — ° 1A A.405 3A A.401 a - U I to I I I U U ❑ (.20 4C I I I I � � � 1 ❑ I I I � p ARC 6A V. I I o q �` I ��--- 3C A.204 3E � m� ��N � ■ 4E<AD.2O31 C-33987 I * I 6B ❑ � O IO /2021 RENEWAL \Q Y/ DATE n� I 02/21/2020 � I ■ - - - - - COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. E PROJECT NUMBER CID I 2.180648. CO / R 0 Q Q� 4A U 0 A.402a co U ❑ COURT YARD BY m ❑ 1A SIM. MIR. MARRIOTT - SAN c� A.405 JOSE CUPERTINO, } - CA U O v v o� 10605 N WOLFE RD, CUPERTINO, CA 9501400 ❑ 00 - co _ - o I0 a N I c E _ ° I U O ❑ DN 0 ,0 \ CD 0 � I (D � U I D 02/07/2020 BUILDING PERMIT REVIEW - REVISION#4 N � A 07/03/2019 PRELIMINARY REVIEW - REVISION p Q Q — — — — — I ISSUE z Lr)� I 05/14/2019 - U PERMIT SET _ J Q _ o O N O � N X j O - m O �. L 2 1 71A 6B 0 w A.403a fl� Q A.203� LU J w OVERALL PLAN - GROUND FLOOR POCHE LEGEND �% F7�] sZ 100.00� �- OVERALL PLANS 1ST ALE: 3/32" = 1'-0" DRAWING REF: -A.404a , / � NO WORK IN THIS AREA FLOOR PLAN I 6 5 I 4 3 I 2 1 � Aml 6 5 4 3 2FER 1 7 Commu ' Planning Division—Cupertino KEYNOTES CUPERTINO APPROVED Case# SA-2019-007, A Approval Body: Ad in Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager LU W ■ Baskervi 5C (.2031 A.403a 6A FULLY ADHERED, CONTINUOUS — — — — — TPO ROOF MEMBRANE 1 o e I o I I I C FULLY ADHERED, CONTINUOUS TPO ROOF MEMBRANE I I . D 6A A.402 5A �� A.401 a r - - - - - - - - - - - - - � I I I o I II I II I II 1 A.20 4C I I I II I O II 4E A.203 ` — — — — — — — — — — - - � I 3C A.204 3E ' VQ�Q� 'y9�4F� 1 I C-33987 N � FULLY ADHERED, CONTINUOUS I 66 09/3012021 �j RENEWAL �Q 9�F DATE �� TPO ROOF MEMBRANE • I 02/21/2020 I COPYRIGHT 2019 BASKERVILL. USE OF THIS W ORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. PROJECT NUMBER O EI _00 L Q U COURTYARD BY MARRIOTT - SAN JOSE CUPERTINO, U a� CA g 10605 N WOLFE RD,CUPERTINO, CA 95014 U C� 0 c/)I 0 00 0 0 c a) E U O 0 O w ED 02/07/2020 BUILDING PERMIT REVIEW- FULLY ADHERED, CONTINUOUS REVISION #4 CDTPO ROOF MEMBRANE A 07/03/2019 PRELIMINARY REVIEW - o U 00 e ISSUE N N — — — — 05/14/2019 - o a a PERMIT SET Q 2L6 _ � v FULLY ADHERED, CONTINUOUS o No TPO ROOF MEMBRANE o cC 6 B 0 � N XO N 5A m O A.203 D_ POC H E LEGEND J Lu Q Z 100.000 N LU 0- NO WORK IN THIS AREA , ROOF PLAN co m Lu "`°°��\\\ _ / \ OVE RALL P LAN S ROOF ��""""/111° 6A SCALE: 3/32" = V-0" DRAWING REF: -A.404a Aml 6 5 4 3 2 1 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED SIM KEYNOTES Case# ASA-2019-007, 5A 5A IOR FINISH LEGEND A.405 A.405 Approval Body: Ad 09.91.13.A PAINT EXISTING TO REMAIN EIFS - REFER TO ELEVATIONS FOR COLORS. Approval Date 05/19/20 PAINT TRIMS, FASCIA, GUTTERS, RAIN LEADERS, HANDRAILS, GUARDRAIL, M� A MATERIAL MANUFACTURER STYLE NAME/NO. COLOR SIZE DESCRIPTION/REMARKS PTAC COVERS- MATCH ADJACENT EIFS WALL FINISH. Signature DR6Yn9TQN E 26.56.19.B OFCI EXTERIOR GRADE SCONE LIGHT. INSTALL IN EXISTING LIGHT ST-01 DRY STONE HERITAGE STONE EIRE DRY STACK PROVIDE SAMPLE FOR FINAL LOCATION. REFER TO ELECTRICAL DRAWINGS FOR DETAILS APPROVAL BY 31.00.00.A NATURAL GRADE-AS PER GRADING PLAN DATED 10/25/86 BY SANDIS AND ARCHITECT/MARRIOTT ASSOCIATES INC. ENGINEERS, SURVEYORS AND PLANNERS® o FIBER CEMENT WALL PANEL 0 FC-1 FIBER CEMENT WALL �NICHIHA VINTAGE WOOD CEDAR 18"x 1O'x 5/8" W/TAMLYN COORDINATED PANEL TRIM METAL CEILING PANEL MTL-2 METAL CEILING PANEL PAC-CLAD FLUSH SOLID WALL DARK BRONZE 12" CEILING OF PORTE COCHERE w PANEL AND FRONT ENTRANCE w w PAINT CANOPY Baskervi EF-1 PAINT SHERWIN WILLAIMS SNOWBOUND SW 7004 w w O O O O EF- EF-1 EF-1 EF-1 EF-4 EF-2 EF-1 O F-4 �EF-2 PAINT BENJAMIN MOORE HEARTSONE SW 1601 EF-1 EF-2 E EF-1 EF-1 EF-1 F-2 ¢ O o' EF-3 PAINT BENJAMIN MOORE GRAPHITE 1603 El o O PT-3 PAINT SHERWIN WILLAIMS FIRETEX FX5090 TO MATCH PAC-CLAD EGGSHELL FOR(4) EXPOSED (DZ z DARK BRONZE STEEL COLUMNS AND (2) „ I- co EXPOSED BEAMS @ PORTE D X w COCHERE w COEF-2 ILL PT-4 PAINT SHERWIN WILLAIMS PRO-INDUSTRIAL TRICORN BLACK SW 6258 EXTERIOR RAILINGS LL c' O c� O a' 0_ PRE-CATYLYZED WATER L J L o D- -]EI - O BASED EPDXY EF-2 EF-2 EF-2 EF- EF-2 EF-2 N 0 + O PT-5 PAINT SHERWIN WILLAIMS PRO-INDUSTRIAL TO MATCH POR-CLAD CANOPY SOFFIT EF-1 O I-_ PRE-CATYLYZED WATER DARK BRONZE _ + 1-- W BASED EPDXY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ < - - EF-4 PAINT SHERWIN WILLIAMS PORTABELLOSW6102 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ O J J Q 31.00.00.A < A Q z z 4EELEVATION - SOUTH SCALE: 3/32" = V-0" DRAWING REF: A.111 3C 6A 4A 3A 1A A.4020I,A.402b A.402b A.402b 402b 0 0 � C EF-2 0 0 0 0 0 0 0 EF-2 EF-3 _ EF-3 NOTE: AT LOCATIONS VQ D 9 WHERE OUTSIDE BY MARRIOTT W FACE OF BALCONY EF-1 i 09.91.13.A WALL(PARKING LOT PERPENDICULAR FACING)ARE WALL o EF-1 EF-1 - EF-1 EF-1 EF-1 EF-1 EF-2 a w w INDICATED TO BE EF-1 CEILING ® EF-3 ® w U) PAINTED EF-2, ALL = O LOCATIONS EF-1 OU O INDICATED TO BE FC-1 O B B D - U � PERPENDICULAR a PAINTED EF-1 IN THIS WALL EF-1 EF-2 BY MARRIOTT LU 1-- O O VIEW ARE TO BE ° PERPENDICULAR PAINTED EF-2 O LL N O EF-1 CEILING O iv o- EF-2 WALL EF-1 09.91.13.A 09.91.13.A III: 09.91.13.A EF-2 LL (V O + O O w EF-2 EF-1 PERPENDICULAR PERPENDICULAR EF-2 EF-2 EF-2 IN CEILING WALL WALL EF-1 + O - y - - F-2 ~ c7 EF-1 CEILING - - - - — - = - o - - - - - - - - - - - - - - - - - MTL-2 AT UNDERSIDE . C7 OF PORTE COCHERE EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 Q z 31.00.00.A EF-2 @ TRASH ENCLOSURE WALLS, ELEVATION - TYPICAL SIDE WALL GATE, & ROOF STRUCTURE z 6CELEVATION - JACUZZY �� AT BALCONIES WITH WING WALLS 4C ELEVATION NORTH SCALE: 3/32" = V-0" SCALE: 3/32" = V-0" SCALE: 3/32" = V-0" DRAWING REF: A.111 U t� �I H W d W W (7 LL LL - o w ��! D V R// � �T `\' J W oU) EF-2 a � co (p -A w cwn a EF-2 @ TRASH ENCLOSURE EF-1 - EF-2 Ft F-2 EF-1 F-1 z N w C•33987 cn a J, 0913012021 ao w 0 Z ROOF STRUCTURE 71F] / w X O RENEWAL ��Q� + O • o_ � 26.56.19.E TYP. 0 w '9 DATE w + = LL w B EF-2 09.91.13.A _ EF-1 EF-1 N LL + TF Q. O E -1 EF 1 O O O N w EF-3 O O EF-2 F_ �F �F M w `_o 0 N a O7� EF- EF-2 EF-2 F-2 1 F-1 O O � a w CAL 0 O w + 0 / �� W 0 02/21/2020 LLI 09.91.13.A 0 EF-2 F-2 EF-Z _ EF-2 COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. O EF-2 EF-2 F-2 EF-1 F-1 J Q EF- EF-4 z I 09.91.13.A O EF-1 Z PROJECT NUMBER Q EF-2 2.180648.0 - - - fmf - - - - - - - - - - C� � - - ��- - - [7- E �Z- - - - - - - - - - - - - - - - — - - - - - - - - - �I 00 MTL-2 AT UNDERSIDE TRASH ENCLOSURE 31.00.00.A m P OF PORTE COCHERE & QI CANOPY COURTYARD BY U � 0 — MARRIOTT — SAN 6BSCALE: 3/32" = 1'-0" DRAWING REF: A.111 JOSE CUPERTINO, U a� 0 cc U) CA g 10605 N WOLFE RD, CUPERTINO, CA 95014 A U C� W 0 I 0 0 C_� 4C w w A.403c a w E C� � o a o 0 LL M iv 00 EF 3 _- 0 00 D 02/07/2020 BUILDING PERMIT REVIEW- N REVISION #4 z Q EF-2 EF-2 a o REVISION #3 H Q z C 11/20/2019 BUILDING PERMIT REVIEW- o U) a F- O w X A 07/03/2019 PRELIMINARY REVIEW - 9 � �' LL LL w O z O io LL REVISION ao U co HL z z X . a ISSUE r, R 0 09.91.13.A E -1 EF-4 EF-1 EF-1 EF-1 + o N LL 09.91.13.A O EF-3 N + O 05/14/2019 Q Q M 0 09LID .91.13.A M M Q o �� o M o PERMIT SET o M ",' 0 0 ED 2 � c� + .....1011'111111mff _ J w EF-1 TYP. 26.56.19.B EF-1 + 0 ~ O _O N Q EF-2 EF-1 ®■ 09.91.13.A EF-2 EF-4 �� O O o o <� Q C(7 EF-2 Q Q z CIDQ 11 — — z z NZ — — — — — — — — — d o MTL-2 AT UNDERSIDE w 31.00.00.A OF PORTE COCHERE & Y < Q ei CANOPY _ EXTERIOR ELEVATIONS cn w ELEVATION - EAST ir-qw-6ASCALE: 3/32" = V-0" DRAWING REF: A410 Am201 6 5 4 3 2 1 F_ 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing 09.91.13.A PAINT EXISTING TO REMAIN EIFS- REFER TO ELEVATIONS FOR COLORS. Approval Date 05/19/20 PAINT TRIMS, FASCIA, GUTTERS, RAIN LEADERS, HANDRAILS, GUARDRAIL, PTAC COVERS- MATCH ADJACENT EIFS WALL FINISH. Signature Erika Poveda Case Manager 26.56.19.B OFCI EXTERIOR GRADE SCONE LIGHT. INSTALL IN EXISTING LIGHT LOCATION. REFER TO ELECTRICAL DRAWINGS FOR DETAILS 31.00.00.A NATURAL GRADE -AS PER GRADING PLAN DATED 10/25/86 BY SANDIS AND ASSOCIATES INC. ENGINEERS, SURVEYORS AND PLANNERS LU LU LU Baskervi w LL 0 0 J IY (7 z Z H H U) � - X LU 04 - w 09.91.13.A p o O EF-2 EF-2 EF-2 00 o O 09.91.13.A 09.91.13.A F- + � EF-2 EF-2 EF-2 EF-2 0O + w E�1 — - - - - - - - - - - - o1 Q C� O 31.00.00.A Q ry r?' z z � � Q Q z � z 3 ELEVATION - SOUTH OURTYARD E �SCALE�3/32" = 1'-0" DRAWING REF: A423 ❑ LU C7 0 LL O LU O EF-1 Q O a z c� ~ z_ - x �:: N W U) LL W o O EF-1 09.91.13.A EF-2 F-1 - o N O EF-2 -1 D_ + I.-_ F-1 09.91.13.A O 09.91.13.A EF-2 + O LU Q - - - - - - - - - - - - ry EF-1 o O < J ry J 26.56.19.B 26.56.19.B 26.56.19.B 31.00.00.A < Q D z Q z e 3 C ELEVATION - NORTH COURTYARD SCALE: 3/32" = V-0" DRAWING REF: A.111 U C) LU UI LU 0 0 0 LL Of O LL Lu O ry O zW =; / \\� w X a j EF-2 EF-2 w LU U) ti C� LLLL EF-1 c [J-] DI EILI o O_ =o � 10 ° rMM N ° C 33987 �][_] O w / 0 _jL v 0 w - w � LL p + l= N LL 26.56.19.B EF-1 a O 0913012021 o EF-4 EF-1 O O a O RENEWAL �Q'TYP WD a0 ❑ d ap 0 M LU J� DATE n � + O w � Q ❑ 0 EF-1 EF-1 EF-1 0 + 0 Q CJ 02/21/2020 LU EF-1 O � <D ry CD J D Q J LU J Q ~ COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN z < EF-2 EF-27F=j I F_ LE 7LQ Z Z PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. Q z PROJECT NUMBER ❑ I- OWL iE Nook L T4 _ - - — - - - � — — — — — — - 2.164 . 00 31.00.00.A Z I 00 m U L I¢ U ACOURTYARD BY Q) ELEVATION - _WES_T COURTYARD MARRIOTT - SAN 6 U B SCALE: 3/32" = 1'-0" DRAWING REF: A.111 J OS E CUPERTINO, m 0 cc A g 10605 N WOLFE RD,CUPERTINO, CA 95014 A U C� 0 U) 0 I 00 CD 00 LU 4C 2C w A.403c 403c in Op 0 Q) r E LL LL ° W O Q EF-1 v O a z o z w Q EF-3 EF-1 EF-2 EF-2 D 02/07/2020 BUILDING PERMIT REVIEW - H REVISION #4 M cq J - X C 11/20/2019 BUILDING PERMIT REVIEW - f w a 0 _ �� z N LL REVISION #3 0 77 0 � ih p ITF M F LEEF/7O A 07/03/2019 PRELIMINARY REVIEW - � _� I II X v a REVISION X1-- U + O- - w - 0 26.56.19.B 09.91.13.A LL + ISSUE N O v d - LL TYP. EF-1 EF-1 EF-1 EF-4 O ccy)�l LU M O d I-_ 05/14/2019 - 0 N O Q F/ T1 FT1 FTI F//7 T// FF� �� " ° PERMIT SET > 2 o d ¢ Q � + 0 N 0 � � + LLJ J Q z N Q + LU EF-1 EF-1 EF-2 EF-1 ❑ Oi co cD EF-1 C U Q C7 IY � F 2 EF-2 EF-2 Q 11' NN Z D JF F1 z — EE- - - - - -� - - - - - — —� —® - - - - - - - - ® - - - - - - - - - — - - - - - - - - �� - - - - Q - - - - - x j�� sz �r<' A= - - - - - - - - - - - - m b N 31.00.00.A a o MTL-2 AT UNDERSIDE OF NLLI PORTE COCHERE & CANOPY EXTERIOR ELEVATIONS - > I- V n COURTYARD W � co I /� ELEVATION - E T OURTYARD 6 SCALE: 3/32" = 1'-0" R W G REF: A 111 Am202 6 5 4 3 2 1 F 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED Case# AE FINISH LEGEND T,_ EXTERIOR COLOR FINISH LEGEND a Approval Body: Admi MATERIAL MANUFACTURER STYLE NAME/NO. COLOR SIZE DESCRIPTION/REMARKS Approval Date Signature E. 14Uager HERITAGE STONE EIRE DRY STACK PROVIDE SAMPLE FOR FINAL o APPROVALBY ARCHITECT/MARRIOTT EF-1 EF-4 0 o FIBER CEMENT WALL PANEL FC-1 FIBER CEMENT WALL �NICHIHA VINTAGE WOOD CEDAR 18"x 10'x 5/8" W/TAMLYN COORDINATED 0 0 PANEL TRIM METAL CEILING PANEL MTL-2 METAL CEILING PANEL PAC-CLAD FLUSH SOLID WALL DARK BRONZE 12" CEILING OF PORTE COCHERE PANEL AND FRONT ENTRANCE w CANOPY E F-2 FC-1 w � PAINT EF-1 PAINT SHERWIN WILLAIMS SNOWBOUND SW 7004 Baskervi EF-2 PAINT BENJAMIN MOORE HEARTSONE SW 1601 EF-3 PAINT BENJAMIN MOORE GRAPHITE 1603 EF-1 EF-2 EF-4 EF-1 EF-1 EF-1 EF- EF-1 EF-1 EF-1 EF-2 EF-1 PT-3 PAINT SHERWIN WILLAIMS FIRETEX FX5090 TO MATCH PAC-CLAD EGGSHELL FOR (4)EXPOSED DARK BRONZE STEEL COLUMNS AND (2) EXPOSED BEAMS @ PORTE COCHERE PT-4 PAINT SHERWIN WILLAIMS PRO-INDUSTRIAL TRICORN BLACK SW 6258 EXTERIOR RAILINGS PRE-CATYLYZED WATER EF-2 BASED EPDXY PT-5 PAINT SHERWIN WILLAIMS PRO-INDUSTRIAL TO MATCH POR-CLAD CANOPY SOFFIT EF-2 EF-2 EF- EF EF-2 EF-2 PRE-CATYLYZED WATER DARK BRONZE El BASED EPDXY EF-4 PAINT SHERWIN WILLIAMS PORTABELLO SW6102 e 4 E ELEVATION - SOUTH COLOR SCALE: 3/32" = V-0" DRAWIN REF: A.111 0 o C E F-2 0 0 0 0 0 0 0 EF-3 EF-3 D BY MARRIOTT EF-1 - EF-1 EF-1 EF-1 EF-1 EF-2 EF-3 0 FC-1 O B ° B BS'l MARRIOTT EF-2 EF-2 EF-2 EF-2 EF-2 EF-2 EF-2 ■ MTL-2 AT UNDERSIDE OF EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 PORTE COCHERE &CANOPY O O O O O O e EF-2 @ TRASH ENCLOSURE WALLS, GATE, & ROOF STRUCTURE e ELEVATION -N RTH - COLOR 4 C SCALE: 3/32" = 1'-0" DRAWING REF: A.111 U U EF-3 -711 EF-2 @ TRASH ENCLOSURE / 1 ROOF STRUCTURE EF-2 V ��, hypo Fn EF-1 EF- EF-2 F-2 EF 1� F-1 [7]F rt� -fl ® ® * C-33987 EF-2 EF-1 EF-1 09/30/2021 EF 3 EF-1 EF- EF-1 RENEWALDATE EF- EF-2 EF-2 F-2 EF-1 F-1 O FOF L\F�� ® IN171 CA EF-2 EF-2 0 02/21 2020 COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN I EF_ EF-2 EF-2 F-2 EF-1 F-1 PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. - PROJECT NUMBER 0 0 0 0 []DM =[I] 111 = [I] 7M = 0 2.180648.0 00 �I m MTL-2 AT UNDERSIDE OF TRASH ENCLOSURE m Q PORTE COCHERE&CANOPY L ¢I e ELEVATION - T COLOR COURTYARD BY S 6B SCALE: 3/32" = 1'-0" DRAWING REF: A.111 MARRIOTT SAN JOSE CUPERTINO, U a� 0 CA g 10605 N WOLFE RD, CUPERTINO, CA 95014 A } U C� 0 0 I 00 0 0 N C N E o EF-3 0 0 EF-2 EF-2 F_ D 02/07/2020 BUILDING PERMIT REVIEW- REVISION #4 M F110 oFT,1;1; M _ A 07/03/2019 PRELIMINARY REVIEW - C) _TF----TF__ff__11 _F_ 1�ijiiiifllU 0 MUM J- ED F- REVISION o �� EF-1 EF-4 ) E1 i EF-1 EF-1 ISSUE N EF-3 N 00 F171 05/14/2019 - > -- ® FIE] _ d M a 0 EF-1 EF-� TYP. EF-1 a PERMIT SET 0C;i EF-2 O EF-1 ® EF-2 I _ =4 I CD N 0 � 2�1i i i O [11 [ELM , "U11] [111" N= PON I m O N MIL-2 AT UNDERSIDE OF ri 2 PORTE COCHERE & CANOPY 0 J W EXTERIOR ELEVATIONS, J N V n COLOR co7-> ELEVATION - EAST COLOR 6ASCALE: 3/32" = V-0" DRAWING REF: A410 Am203 6 5 4 3 2 1 F_ 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division-Cupertino CUPERTINO APPROVED Case# ASA-2019-007, A Approval Body: AdmirTERIOR FINISH LEGEND EXTERIOR COLOR FINISH LEGEND Approval Date Signature MATERIAL MANUFACTURER STYLE NAME/NO. COLOR SIZE DESCRIPTION/REMARKS a s-�Ma rage r DRY STONE ST-01 DRY STONE HERITAGE STONE EIRE DRY STACK PROVIDE SAMPLE FOR FINAL APPROVALBY ARCHITECT/MARRIOTT EF-1 EF-4 FIBER CEMENT WALL PANEL FC-1 FIBER CEMENT WALL NICHIHA VINTAGE WOOD CEDAR 18"x 10'x 5/8" W/TAMLYN COORDINATED PANEL TRIM METAL CEILING PANEL w MTL-2 METAL CEILING PANEL PAC-CLAD FLUSH SOLID WALL DARK BRONZE 12" CEILING OF PORTE COCHERE w PANEL AND FRONT ENTRANCE CANOPY EF-2 FC-1 Baskervi PAINT EF-1 PAINT SHERWIN WILLAIMS SNOWBOUND SW 7004 EF-2 PAINT BENJAMIN MOORE HEARTSONE SW 1601 EF-3 PAINT BENJAMIN MOORE GRAPHITE 1603 PT-3 PAINT SHERWIN WILLAIMS FIRETEX FX5090 TO MATCH PAC-CLAD EGGSHELL FOR (4) EXPOSED DARK BRONZE STEEL COLUMNS AND (2) C(q)ST-1 EXPOSED BEAMS @ PORTE COCHERE PT-4 PAINT SHERWIN WILLAIMS PRO-INDUSTRIAL TRICORN BLACK SW 6258 EXTERIOR RAILINGS EF-2 EF-2 EF-2 PRE-CATYLYZED WATER ' BASED EPDXY EF-2 - EF-2 EF-2 PT-5 PAINT SHERWIN WILLAIMS PRO-INDUSTRIAL TO MATCH POR-CLAD CANOPY SOFFIT EF-1 PRE-CATYLYZED WATER DARK BRONZE 7 _ BASED EPDXY EF-4 PAINT SHERWIN WILLIAMS PORTABELLO SW6102 3 ELEVATION - ?#Sv0"UA`TH COURTYARD COLOR ESCALE: 3/32" = V-0" DRAWING REF: A423 C EF-1 - 7! - �:J EF-2 EF-1 EF-1 E F-2 F-1 2- E F-1_ E F- e 3CELEVATION - NORTH -COURTYARD COLOR SCALE: 3/32" = V-0" DRAWING REF: A.111 U C) - p ARC V. Rl�y"'% EF-2 EF-2 - C-33987 1E iiL RENEWAL �Q EF-1 FIE11 FT7_ FIF-1 � � 0913�012021 � MW MIMI"* FMW EF-1 F�F CA TYR EF-1 02/21/2020 PW FT] M NaL "a UW111�00A "" COPYRIGHT 2019 BASKERVILL. USE OF THIS W ORK IN WHOLE OR IN EF-1 EF-1 ^ PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. EF-1 EF-1 EF-1-1 P _0EF-2 EF-2 , PROJECT NUMBER ' 2.180648.0 co ©IE moclE LLiww� , i 5 1" "UIL 11 1 1 ® \ � m I U L ¢ co U COURTYARD BY MARRIOTT - SAN � � ELEVATION - EAST COURTYARD COLOR U SCALE: 3/32" = V-0" DRAWING REF: A.111 JOSE CUPERTINO, a� 0 cc A g 10605 N WOLFE RD, CUPERTINO, CA 95014 A C) C� 0 I 00 0 N C N E 7 U O 0 D 02/07/2020 BUILDING PERMIT REVIEW- 0 ( EF-1 REVISION #4 _ 11 20 2019 BUILDINGPERMIT REVIEW- E ( EF-3(/ REVISION #3 CD o EF-1 EF-2 EF-2 A 07/03/2019 PRELIMINARY REVIEW - � LE"� REVISION � U N ISSUE c\I 4 Imbrw Am ® _ 05/14/2019 - TYP. EF-1 tr1=_1 EF-1 z Q ❑ a PERMIT SET c=> EF-1 EF-1 EF-2 EF-1 CD \ EF-1 o F 2: 0 � EF-2 EF-2 XO N o � n CD Uj MTL-2 AT UNDERSIDE OF EXTERIOR ELEVATIONS - w J PORTE COCHERE &CANOPY COURTYARD, COLOR U) � Uj ELEVATION - WEST OURTYARD COLOR 6ASCALE: 3/32" = V-0" DRAWING REF: A.111 A0204 6 5 4 3 2 1 F_ 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division-Cupertino CUPERTINO APPROVED Case# ASA-2019-007, A FRI Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda /6B Case Manager D.301 0 0 o � W W Baskervi LU (D I � I ❑ LU I I � LL 0 02.41.19.69 02.41.19.69 Q Of 02.41.19.69 02.41.19.69 a O EE Z z Ll E02.41.19.53 c _ � 02.41.19.53 LU M w 02.41.19.63 � LL I; L` O 02.41.19.63 LL=i Zjl �Fr I t c) O °' 0_ F02.41.19.52 O + ~ 02.41.19.52 I O ju� -] 02.41.19.69 w - - - - - - - - - - - - - - - + w o - - - I HOP, - - - - - - - - - - - - - - - D_ - - - - - - (D - - - - - - - - - — - - J Q Q 0' 31.00.00.A Q z z 1 DEMOLITION ELEVATION - SOUTH qw-INF-�-�- SCALE: 3/32" = V-0" DRAWING REF: xG002 ❑ 0 o ® � o ® o 0 0 0 0 0 0 0 l� 4 EF-1 EF-2 EF-4 EF-1 EF-1 EF-1 F-2 ) EF- EF-1 EF-1 EF-1 EF-4 EF-2 EF-1 EF-2� EF-1 U t� 2 ELEVATION�SOUTH3 COLOR SCALE: 3/32" = V-0" -DFTAVVTNG REF: xG002 0 w J O 7- LLJ p 26 m D.301 O w Q (D I 3 B w LU w z 02.41.19.67 D.301 �� ( J a0 U � w � LaL LL V1./2R0 1/ °o X CP O LULL w C-33987 Mo O O LU _ � Ix 02.41.19.51� 0 091301202 1w JZ z O co O RENEWAL W 0 DATE 3w + LU 02.41.19.5 Om E=] CA ILL op LL LU o � e' ED LL FU� FU M T) 7 0 � O - O \FF7 x o_ u- FIFIL o Of 011 + I? � w Nz 02.41.19.69 02.41.19.69 4 . 0 + O ti F0 y� 0 t— ap 0- COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN + O � Ln O Q �' �� w PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. o d N W z 02.41.19.51 FTAN O ❑ ED O F7/ FT F7 F T/ I FIF/I FI/D_ F T EIEI r F7 F1 O O -------------- I0 =11([� o J PROJECT NUMBER °a� Q w O (D -- ----__--___ � -- 14w-- 02.41.19.691 \ 2.180648.0 O �I < 02.41.19.50 z ILL! II I [11I I 02.41.19 Q z cQ 69 0 I Z - - - J - Llm- - - [EL Qz z m COURTYARD BY 31.00.00.A MARRIOTT SAN Q z 02.41.19.52 02.41.19.63 JOSE CUPERTINO, U . a� 0 cc DEMOLITION ELEVATION T CA 75 4SCALE: 3/32" = V-0" DRAWING REF: A.406 10605 N WOLFE RD, CUPERTINO, CA 95014 U C� 0 I 00 0 N C N E o F-3�; EF-2 @ TRASH ENCLOSURE ROOF STRUCTURE D 02/07/2020 BUILDING PERMIT REVIEW- EF-2 REVISION #4 0 - C 11/20/2019 BUILDING PERMIT REVIEW- E EF-1 EF- EF-2 ) F77�F -2 EF-1 F-1 REVISION #3 0 0FIFIL A 07/03/2019 PRELIMINARY REVIEW - _. - - 0 REVISION 0 EF-1 EF-4 EF-1 ISSUE c\I E F-3 El EF- EF-2 (EF-2 � F-2 EF-1 F-1 -- c\I05/14/2019 l 77 M M > � o Q EF-2 PERMIT SET 00 0 a 0 EF-2 EF-2 €F-�It T EF-2 - z EF- EF-2 EF-2 F-2 EF-1 F-1 N - _ EF-4 EF-1 0 C2�1DEF-2 0 0 0 0 0 0 0 O t' L m \. p MTL-2 AT UNDERSIDE OF TRASH ENCLOSURE n PORTE COCHERE &CANOPY w e ELEVATIONS - EXISTING W J • U) 7 ELEVATION - EST.'EST. COLOR & PROPOSED m Ui 3 SCALE: 3/32" = V-0" DRAWING REF: A.406 Am2l 6 5 4 3 2 1 F 1 7 Communit� Development Department 6 5 4 3 2 L FE-21 Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2019-007, Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager 4A 2A D.301 TD.3 IL 02.41.19.69 0 ILL! w 02.41.19.67 c=r� O w 02.41.19.66 w O Baskervi 02.41.19.67 = 2i 02.41.19.51 02.41.19.68 III j II 02.4 . 9. o 00O w w m 02.49 0 .41.19.53 O I II j 02.41.19.69 Zil II m � w � 02.41.19.52 II II O m Of II w O p O II I = O w M Z N= _ � X II 02.41.19.52 o 0 °r° O o + w II 02.41.19.69 III / IF III III/j III Ln M02.41.19.69 Lu + ILL w O O Ofw w O O a a — - - - - - — — - - - J w O — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — a~ LL o O O O wp 02.41.16.01 02.41.19.56 02.41.19.52 a 31.00.00.A O O p 4 ~ ~ Q J O 0 W <0 Of J 2DEMOLITION ELEVATION - NORTH Q Of Z SCALIE: 3/32" = V-0" DRAWING REF: A.401a J Z) z Q z Q z 0 0 0 0 E F-2 0 0 0 0 0 o EF-3 E F-2 D n D BY MARRIOTT EF-1�) - �EF-1 EF-1 EF-1 EF-1 �EF-2 - -- <EF-3 FC-1 e ° B Q EF-2 - BY MARRu0T4 EF-2 EF-2 EF-2 EF-2 EF-2 EF-2 EF-2 MTL-2 AT UNDERSIDE OF EF 1 EF-1 EF-1\) EF-1 EF-1 EF-1 PORTE COCHERE &CANOPY --� - EF-2 @ TRASH ENCLOSURE WALLS, A GATE, & ROOF STRUCTURE U t� 1 ELEVATION - ORTH COLOR SCALE: 3/32- = V-0" D A N REF: A.401 a 0 w _ U) J O w w = w co m J O 2 w ILL! w o 0 ILL! ��o�y V. 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USE OF THIS W ORK IN W HOLE OR IN Of � a 02FIF] F .41.19.71 U` O D- d PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. o nTL 020 .41.19.50 Q ~ + O� F- M o w °' O ---- ��-------------- -- _ O M O PROJECT NUMBER o O + ~ 0 02.41.19.65 - 02.41.16.01 Q o w w J c Q ILL! �C--� ---- T=====-----=====T Z w o + o 2.180648.0 I = = I J c� O z m z J i 02.41.19.69 I � = z m Qi I 0 0 [11LE� 0 pl 11 F] 0 ® 0 ® [11 0 [7 I I z Q v z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z Z COURTYARD BY o - - - - - - - - - - - � — - - - - - - - - - - - - - 02.41.19.52 MARRIOTT - SAN °� 31.00.00.A U 02.41.19.63 Q JOSE CUPERTINO, a� 0 co DEMOLITION ELEVATION EAST CA cn 7_5 3SCALE: 3/32" = V-0" DRAWING REF: A410 10605 N WOLFE RD, CUPERTINO, CA 95014 U C� U) 0 I 00 v 0 _o N C E 7 -EF-3 0 L D 02/07/2020 BUILDING PERMIT REVIEW- � F-3 C 11/20/2019 BUILDING PERMIT REVIEW TIL - -IFIL I I -- REVISION#3 o A 07/03/2019 PRELIMINARY REVIEW - ML �F M �F M ET1_ FIFI_ 0 (Q � � REVISION 00 U EF-1 EF-1 EF-1 EF-1 ISSUE M N 05/14/2019 - a - M M M 171171 FTI Q PERMIT SET z C, 0 ' EF-1 EF-2 TYP. EF-1 0 � EF I I N77 E F- 1711 0 0 0 EE0IMFMEN131MEEI" , MIE 0 1 "161 1 ED E .1 x - O N m MTL-2 AT UNDERSIDE OF a 00 PORTE COCHERE & CANOPY 0 N ELEVATIONS - EXISTING > W e n ELEVATION - E ST COLOR & PROPOSED U) 75m 4SCALE: 3/32" = V-0" DRAWING REF: A410 Am212 6 5 4 3 2 1 F 7 6 5 4 3 2 1 L Communit Development Department FE-21 Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2019-007, Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager I.I.I W ■ Baskervi LLI 0 WLL J � Z_ Z U W N LU LL LL O O O bo D- eo d — O 02.41.19.69 � o 02.41.19.69 02.41.19.69 O O + w w D' O O J qJ Q LC ry Z I— Q Q Z Z 1 DEMOLITION ELEVATION — SO TH OURTYARD SCALE: 3/32" = V-0" DRAWING REF: A423 0 EF-2 EF-2 EF-2 E F-2 EF-1 e U C> 2 ELEVATION — SO�UTHOURTYARD COLOR SCALE: 3/32" = V-0" D A N REF: A423 02.41.19.67 AR V. R/ 0 oC-33987 ry 0 Z LLJ 02.41.19.52 � J Q Z �` RENEWAL �Q- a ———————— D_ �� 0913a012021 LU Z i i Z80 OF171 71 LL cq II N O x I x a 02/21/2020 o - U_ 02.41.19.69 jr- 0 02.41.19.65 0 02.41.19.51 = + O `�' O II TYP. 02.41.19.65 O ~ r a II 02.41.19.65 TYP. COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN 0 00 O 02.41.19.50 O w PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N 02.41.19.52 II 02.41.19.69 N F- o + w ILL! II / + PROJECT NUMBER O Q 0 �� in J c Q Q Q EI 02.41.16.01 D- Ix 2.180648.0 0_0 Q J 02.41.19.65 J Q Zm I m Z 02.41.19.69 I U L � Q -'L �=— - - - - � — — — — - - - - - -Q F — - - - - - - - - - - - - - COURTYARD BY U 02.41.19.63 02.41.19.65 02.41.19.65 02.41.19.65 n 31.00.00.A MARRIOTT - SAN JOSE CUPERTINO, U � O cn DEMOLITION ELEVATION — WEST OURTYARD CA 3 SCALE: 3/32" = V-0" DRAWING REF: A006 10605 N WOLFE RD, CUPERTINO, CA 95014 U U U) 0 I OD v 0 N C O E 7 U O 0 m EF-3 D 02/07/2020 BUILDING PERMIT REVIEW- o REVISION C 11/20/2019 BUILDING PERMIT REVIEW- EF-1REVISION#3 00 Nrig A 07/03/2019 PRELIMINARY REVIEW- o 0 0 REVISION HMO* EF-1 ISSUE N EF-1 TYR 05/14/2019 - z F-1 F7 FIFI �' _ Q _ _ PERMIT SET Q EF-1 EF 1 -- EF-1 ; EF-1 EF-1 Lo EF-2 EF-2 ' "U1 1111"Im mm� o N Ffl1w41w11 O N m O `� L 00 0 Q ELEVATIONS — EXISTING cn 7 ELEVATION ST OURTYARD COLOR & PROPOSED — m 4 SCALE: 3/32" = V-0" DRAWING REF: A.402a Am213 6 5 4 3 2 1 F 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2019-007, A FRI Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager LU W ■ W Baskervi LL O LU O J d Z ' O ~ Z_ U) F N LU c r X ILL LU O 02.41.19.69 LL N 0 00 d + O O 02.41.19.69 02.41.19.69 O + ~ LU02.41.19.69 w Of — — — — — — — — — — J TYP. O 02.41.19.65 02.41.19.65 02.41.19.65 < Q z Q z 1 DEMOLITION ELEVATION - NORTH COURTYARD SCALE: 3/32" = V-0" DRAWING REF: D.111 ❑ 77! EF-1 i EF-2 EF-1 EF-1 EF-2 F-1 EF-2 ; EF1 t� c� 2 ELEVATION - NORTH COURTYARD COLOR SCALE: 3/32" = V-0" DRAWING REF: xG002 02.41.19.66 /5B w 02.41.19.67 D.301 LU AR�- p C,. ILL LL 0 02.41.19.51 0 v' 0� o * C-33987 O LU LU z 09/30/2021 Z TYP. �� RENEWAL Q� U Q 02.41.19.65 a cn 9� DATE J LU 02.41.19.53 i z �� F�FC A zp 02.41.1EU 02.41.19.65 - On11 1- IL U) I X 0 02/21/2020 + 3 LU LU 0 02.41.19.69 02.41.19.69 0 + ~ O ~ N O I d ~ COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN LU N 0 02.41.19.51 1 00 � PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. 1 N O 11 02.41.19.52 N O F771 F/ 7 7 1 + C7 PROJECT NUMBER 02.41.19.65 02.41.19.65 02.41.19.65 o Q+ 0 02.41.19.50 EIM-1 TYP. I� 2.180648.0 00 0 Q Q O 02.41.16.01 J z J¢ M FTI 02.41.19.69 m L al p - - -� — —�®� - - - - / — — — I — — - - � — 02.41.19.63 - - - - - - - - - - COURTYARD BY - - - - - - - - - - - - - - - - - - - - - - MARRIOTT - SAN o JOSE CUPERTINO 0 , cc DEMOLITION ELEVATION - JEASTiCOURTYARD CA U) 3 SCALE: 3/32" = V-0" DRAWING REF: A.401a 10605 N WOLFE RD,CUPERTINO, CA 95014 U C� 0 I 00 0 N C N E o EF-1 AL D 02/07/2020 BUILDING PERMIT REVIEW - w EF-3 EF-1 EF-2 EF-2 REVISION #4 EC 11/20/2019 BUILDING PERMIT REVIEW - FT1 REVISION #3 FTI FIE! FIFIL M M 00 1 A 07/03/2019 PRELIMINARY REVIEW - o 0 REVISION C? U N HIM TYP. EF-1 EF-1 EF-1 F-4 i ISSUE N 05/14/2019< FIF] - > Wi Fl�] M FU FTi 111] M Q PERMIT SET z Q EF-1 EF-1 EF-2 EF-1 © a 2 Ln EF-1 r F 2) EF-2 EF-2 N FT _F] FT] 0 N - / � N_ O N m p N MTL-2 AT UNDERSIDE OF d 00 PORTE COCHERE &CANOPY Uj A ELEVATIONS - EXISTING U) 7. -ELEVATION EAT OURTYARD COLOR & PROPOSED LU m 4 SCALE: 3/32" = V-0" DRAWING REF: A.401a ■ 214 6 5 4 3 2 1 F 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division-Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing 26.56.20 NEW EXTERIOR RECESSED LIGHT. REFERENCE ELECTRICAL DRAWINGS. Approval Date 05/19/20 Signature Erika Poveda Case Manager w w ® as ervi yT i 6 E PERSPECTIVE 11 SCALE: 5C A.402 b 16'-11 1/4" 11 3/4" 9'-1 1/4" 1'-8" 5'-2 1/4" 0 0 5A .401 b 'v � )401 I � O i — — — — — — — nE3] — — — w I a 1'-11" 7'-0" LU 3A � SUNDEK-CLASSIC TEXTURE DECORATIVE SUNDEK-CLASSIC TEXTURE DECORATIVE A.401 b - — - CONCRETE APPLICATION w/CUSTOM V-0" CONCRETE APPLICATION w/CUSTOM V-0" �� io LINEAR BANDS. COLOR: PEWTER GRAY LINEAR BANDSCOLOR: PEWTER GRAY I C PT-05 SQUARE CAST IRON 4"THICK 3,000 PSI 4"THICK 3,000 PSI ROOF DRAIN AND CONCRETE PAVING, W/ CONCRETE PAVING, W/ OVERFLOW DRAIN, - 6X6X10/10 WELDED WIRE 6X6X10/10 WELDED WIRE N FABRIC SLOPE NOT TO FABRIC SECURE TO b C PT-05 26.56.20 EXISTING ASPHALT PAVING EXISTING ASPHALT PAVING STRUCTURAL r d EXCEED 1:50 IN ALL (P�P 4 AT VESTIBULE": DIRECTIONS COLUMN, PAINT zo N 00 ALIGN ALIGN WITH INTUMESCENT N I _ _ _ _ _ _ _ _ _ _ _ PAINT, PT-3 � 6.56.20 -d - - a d. a . � SIM A' EXPOSED -.-a=— d STRUCTURAL STEEL, REFERENCE STRUCTURAL U DRAWINGS, PAINT WITH INTUMESCENT EQ. EQ. EQ. 6'-0" 6'-0" 6'-0" EQ. PAINT, PT-3 _ TYP. COMPACTED TYP. COMPACTED C1 SUBGRADE SUBGRADE w I iv - I I co ,I 4'-7" 26'-11" 3'-11 3/4" "DSO �RCyj .-*. 35'-6" v �C.,4 BRADLEY V. RICHARDS c C-33987 MINAL 9/30/2019 G CP 6CDETAIL PORTE COCHERE PAVEMENT �C DETAIL PLAN PORTE COCHERE � C ENLARGED REFLECTED CEILING PLAN PORTE COCHERE SCALE: 1 1/2" = V-0" DRAWING REF: A.401a SCALE: 3" = V-0" DRAWING REF: A.401a SCALE: 1/4" = V-0" DRAWING REF: A.401b 05/14/2019 5A S I M COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN 5A 6C 5C PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. A.401 b A.401 b A.401 a A.402b m PROJECT NUMBER c� E I 29'-3" 7'-11" 1'-8" • w 2'-4" 24'-7" 2'-4" m EQ EQ EQ EQ m Q� -� - - - - - - - - - - - __- - - _- - - _- _- - - - - COURTYARD BY W MARRIOTT - SAN N EQ EQ w I JOS CU O _ I A C GC 10605 N WOLFE RD CUPERTIN• CA 95014 0c - ' PORTE C CHERE EDGE F ROOF - - G O 00 I I c� ABOVE 3A 3A - - - - 0LU w A.401 b a O A.401 b O J O NEW SIDEWALK N - - - - - - - - - - - - - 6A II AND CURB ' .f NEW PORTE COCHERE PAVEMEN I o0 NEW CONCRETE PAD SUNDEK-CLASSIC I - o - - o N I N TEXTURE DECORATIVE CONCRETE C401�5C A.401 5C _ __- = APPLICATION w/CUSTOM 1'-0" LINEAR BANDS.,-, r ''•; _,' :x,_-- -;�., I _ [a — COLOR: PEWTER GRAY, SLOPE NOT TO EXCEED 1:50 IN ALL •- DIRECTIONS EDGE OF LOW CD CONCRETE _ _. _ _ R •F ABOVE PLANTER - .- - - - REFERENCE „ _ I ISSUE - - - - EDGE F SOFFIT STRUCTURAL . G O O DRAWINGS - - - - - ABOVEco - 05/14/2019 - - II PE MI SE o a O a O N I _ I 0 c - U - - Fy d N 3ALU X � A.4 1 N (U 0 c w I I ° J ENLARGED PORTE COCHERE PLANS, J C) c 4C 5A PORTE COCHERE > A.401a .401c EDGE OF ROOF REFLECTED CEILING Y y ABOVE PLANS & ROOF PLANS cn � Lu ENLARGED ROOF PLAN — PORTE COCHERE ENLARGED PLAN — PORTE COCHERE 5J'%A SCALE: 1/4" = V-0" DRAWING REF: A.114 3ASCALE: 1/4" = V-0" DRAWING REF: A.111 A . 401 a 6 5 4 3 2 1 F_ 7 FER Communit- Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing 22.14.28.A PRIMARY ROOF DRAIN. CONCEAL PRIMARY ROOF DRAIN IN ROOF Approval Date 05/19/20 ASSEMBLY. CONNECT TO UNDERGROUND STORM/SEVER RUNOFF SYSTEM. WHEN POSSIBLE LOCATE TO EXISTING LOCATION FROM DEMOLISHED Signature Erika Poveda DOWNSPOUT Case Manager W W ■ Baskervi o � _ o N I iv 00 I I I I I I I I I I I I I co I I I M Icn - I I 3 D PORTE COCHERE — SIDE ELEVATION(@ SCALE: 1/4" = V-0" 3A A.401 b U C> N I N I I I I I 0 0 �\�11110111#11114 6tp Alto 2A 3A I I G , �� ► ��• A.401 c A.401 c I I .�� BRADLEY V3987. IICHARDS C 0) I RMAL 9/30/2019 G w - 05/14/2019 COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N m PROJECT NUMBER E PORTE COCHERE — FRONT ELEVATION PORTE COCHERE — SIDE ELEVATION 2.180648.0 SCALE: 1/4" = 1'-0" DRAWING REF: A.401a 3CSCALE:co . 1/4" = 1'-0" DRAWING REF: A.402a fy co m U i Q� 5E SIM COURTYARD BY Ate% � - - _ I I ' JOSE CUPERTINO, - - I CA — 3RD FLOORS _ 13RD FLOOR 10605 N WOLFE RD, CUPERTINO, CA 95014 18'-7" _ I 18'-7" w o I I 3C SIM CD +/-9'-0" 2C 4C I A.402c w 22.14.28.AA.401 c A.401 c �� N I I c 1/4"/ 1'-0"MIN 114" 11'-0" MIN — — a� 0 — — — N o 3C N A 401 c U 2ND FLOOR — Al — 2ND FLOOR E 9'-3" 9'-3" J n CONCRETE o � o PLANTER, o ? o REFERENCE N U � � STRUCTURAL I ISSUE N DRAWINGS i I 05/14/2019 — i � I I o a PERMIT SET � a I O73 I _ _ GROUND Fy SLOPE MAY _- o VARY /j�// GROUND SLOPE MAY VARY FLOOR _ _ _ FLOOR X /��//��//�� / / / \/A/A /N ENLARGED PORTE/ / / / / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // � i//� /� /� /� /� / /� �� / / / / / / / / / / / / / // // / / / / / / / // // / // // /� �/ / // // // �/ // �/ �/ // // �/ // / / // // J / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / — w � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� COCHERE SECTIONS � �\/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/ �i�A i�A i�A i�A i�A i�A i�A i�A i�A iA�\iA i\iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA iA i�A/A/A/A/A/A/A/A/A Y n AND ELEVATIONS cn :�>- 10 1 5ASCALE: PORTE COCHERE — SECTION 3� PORTE COCHERE — SECTION 1/4" = 1'-0" DRAWING REF: A.401a SCALE: 1/4" = V-0" DRAWING REF: A.401a Am401 6 5 4 3 2 1 7 FER Communit_ Development Department 6 5 4 3 2 1 O Planning Division—Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager w w Baskervi EXISTING WALL TO REMAIN. REMOVE SHEATHING AND EIFS FINISH AND PREPARE TO RECEIVE NEW FIBER CEMENT PANEL ON PROPRIETARY CLIP SYSTEM 1" POLYMER-BASED EXTERIOR INSULATION. INSULATION COMPRESSIVE STRENGTHS OF 25 PSI MIN. NEW FLUID-APPLIED VAPOR PERMEABLE AIR BARRIER 5/8" DENSGLASS SHEATHING PROVIDE BUG SCREEN AT EXPOSED ENDS OF FIBER CEMENT PANEL WALLS MEMB. ROOFING - EXTEND REINFORCED PARAMITER SECUREMNT DETAIL COATED MET DRIP EDGE OVER EDGE OF BUILDING 1/8" GALV ST GUTTER COATED MET DRIP EDGE 1" POLYISO INSULATION TAPERED RIGID INSULATION G BRACKETS @ 3'-0" OC MEMB FLASH RIGID INSULATION - (PAINT TO MATCH) MEMB FLASH - TPO ROOF MEMBRANE, EXTEND FASTNER 4" OC STAGGERED 1 1/2" MIN. 7 MIDPOINT BETWEEN FASTNER 4" OC STAGGERED FULLY ADHERED, CONTINUOUS TPO ROOF MEMBRANE ON TOP OF CHANNEL GUTTER STRAPS MEMB FLASH CONT 2x6 PT WD NAILER SHIM CONT 2x6 PT WD NAILER SHIM AS REQ TAPERED RIGID INSULATION - 1.5" MIN MEMB FLASH AS REQ FASTNER 4" OC _ 1/4" GALV ST GUTTER MEMB. ROOFING - EXTEND STAGGERED w_ 3/4" PLYWOOD SHEATHING COATw_ BRACKETS @ 3'-0" OC MEMB. ROOFING - EXTEND OVER EDGE OF BUILDING Z EDGE. COLOR TD MET O PAINT TO MATCH OVER EDGE OF BUILDING COATED MET DRIP j UNFACED BATH INSULATION R-19 MIN > ( ) - MATCH PAINT PT-3 MIDPOINT BETWEEN RIGID INSULATION - 1 1/2" MIN. EDGE io _ GUTTER STRAPS RIGID INSULATION - 1 1/2" MIN. CONTINUES CLEAT CONT 2x6 PT WD EXPOSED STRUCTURAL STEEL, REFERENCE NAILER SHIM AS REQ STRUCTURAL DRAWINGS, 4" x 4" PRE-FIN MET PAINT WITH INTUMESCENT CUTER 5/8" DENSGLASS METAL WRAP DARK — — — — — — — — — PAINT, PT-3 SHEATHING BRONZE FINISH MI V, METAL WRAP DARK 5/8" DENSGLASS c PLYWOOD DECKING, BRONZE FINISH SHEATHING MREFERENCE STRUCTURAL DRAWINGS PT WD BLOCKING METAL WRAP DARK - PT WD BLOCKING �• STRUCTURAL WOOD AND BRONZE FINISH METAL PANEL SYSTEM ON METAL PANEL SYSTEM CARRIER STRUCTURE - REFER TO DRIP EDGE �� ON CARRIER ORUCTURAL DRAWINGS 5/8" DENSGLASS STRUCTURAL DRAWINGS SHEATHING BACKER ROD AND CONTINUOUS DRIP EDGE BACKER ROD AND SEALANT, PER PANEL REQ. BACKER ROD AND CONTINUOUS CONTINUOUS SEALANT, PER BACKER ROD AND DRIP EDGE I METAL PANEL SYSTEM ON SEALANT, PER PANEL REQ. PANEL REQ. CONTINUOUS SEALANT, PER 5/8" DENSGLASS SHEATHING CARRIER PANEL REQ. BACKER ROD AND CONTINUOUS METAL PANEL SYSTEM ON EXISTING VESTIBULE WALLS NEW FLUID-APPLIED VAPOR SEALANT, PER PANEL REQ. CARRIER & SOFFIT- EXTEND TO METAL PANEL SYSTEM ON PERMEABLE AIR BARRIER UNDERSIDE OF DECK REPAIR EXISTING FINISHES CARRIER 1" POLYMER-BASED AS REQUIRED. EXTERIOR INSULATION AND FINISHING SYSTEM EXISTING TO REMAIN STOREFRONT V STEEL COLUMN - REFER TO V STRUCTURAL DRAWINGS 6C PORTE COCHERE DRAWING OWER ROOF r@ COLUMN 5C PORTE COCHERE DRAWINGROWER ROOF PORTE COCHERE EF: A.401a 4C SCALE: 1 1/2" 1'-0" DRAWING OWER ROOF 3CSCALE: PORTE COCHERE DRAWING OWER ROOF VESTIBULE � C DETAIL -1 SECTION IN PORTG REF: E COCHERE ROOF 2A �3A STRUCTURAL STEEL BEYOND A.401 c A.401 c 2,-9" ,````�Nu�o�ni�i��i PRECAST CONCRETE gE� �RCy CAP, STAINED TO v .�,► MATCH DRY STONE 5A PLANTING MIX BRADLEY V. RICHARDS C C-33987 A.401 c Ri]EMAL 9/30/2019 G 2'-4" •' PLANTING MIX 1 3/4 1 3/4" 3/4" 3 1/4" 3 1/4" 4 3/4" �j► �r CAST IRON, SQUARE 11 2'-0 1/2" CAST IRON, SQUARE 8.. 8„ OP CA`%�OQ?O��`` DRAIN PIPE. FINISH TO i DRAIN PIPE. 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SEE STRUCTURAL DRAWINGS. Approval Date 05/19/20 06.10.00.E STRONG WALL REFER TO STRUCTURAL DRAWINGS FOR DETAILS Signature Erika Poveda 07.21.00.E BUILD UP CRICKET WITH RIGID INSULATION. Case Manager 07.24.13.A EIFS COATINGS - REFER TO ELEVATIONS FOR COLOR 07.32.13.A REUSE CERAMIC TILE SAVED FROM DEMOLITION OR PROVIDE NEW TO MATCH EXISTING 07.42.50 NICHINA FIBER CEMENT PANEL SYSTEM. —� -� 07.72.00.A PREMANUFACTURED COPING - METAL ERA PERMA TILE CONTINUES CLEAT 08.41.1 .A _ --- 09.29.00.A PROVIDE NEW SOFFIT. MATCH ADJACENT SOFFIT ELEVATION AND TEXTURE. 09.91.23.H PREP AND PAINT SOFFIT 10.14.00 OFCI SIGNAGE. PROVIDE BLOCKING AND POWER TO SIGNAGE PER w ELECTRICAL DRAWINGS. w 22.14.28.A PRIMARY ROOF DRAIN. CONCEAL PRIMARY ROOF DRAIN IN ROOF ASSEMBLY. CONNECT TO UNDERGROUND STORM/SEVER RUNOFF SYSTEM. Baskervi WHEN POSSIBLE LOCATE TO EXISTING LOCATION FROM DEMOLISHED DOWNSPOUT 22.14.28.13 OVERFLOW ROOF DRAIN. 26.56.20 NEW EXTERIOR RECESSED LIGHT. REFERENCE ELECTRICAL DRAWINGS. 32.92.00 ADD LANDSCAPE 6EPERSPECTIVE SCALE: 0 5C G A.402 b 5C 5C .402b A.402b 07.24.13.A 07.21.00.E 6A A.402c T � T � � � I 07.24.13.A A.401 7.24.13.A � 07.24.13.A C EF-1 32.92.00 9'-0"A.F.F. 3C ST-02 � 22.14.28.A O A.402b Li T 6C 22.14.28.113 6C I A.401 c A.401 c 0 09.91.23.H C 401 6A � A.402b — U � U 07.32.13.Acn bo LU O } 26.56.20 O O — J �— � z ST-02 O 2 A.402 0 6C C EF-3 7'- 11 3/4"A.F.F. Z 07.24.13.A Q09.91.23.H 03.30.00 C 401 7'- 11 3/4"A.F.F. 08.41.13.A ST-01 0111110nu►1ji NOT ACCESSIBLE D ARCy�*" SPACE V �� ► ��_ v ��'�► BRADLEY V. RICHARDS c 4A 4A 07.42.50 4A 07.24.13.A 3987 REIEwAL N 3 9/30/2019 A.402b A.402b C 401 - A.402b 03.30.00 7'- 11 3/4"A.F.F. N C 401 CAL OF ` ��/nnun 09.91.23.H + �i 07.24.13.A C 401 - 09.29.00.A � �� 7'- 11 3/4"A.F.F. 08.41.13.A 05/14/2019 ST-01 - IF ap COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN 6B -' c PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N A.402c '-'TYP J PROJECT NUMBER cn W 07.21.00.E 2.180648.0 co a a 07.24.13.A � F- m U- z 7'- 11 3/4"A.F.F. C 401 03.30.00 co O � 0 Q 09.91.23.H c 9.91H J 08.41.13.A U � � COURTYARD BY o 401 - LU MARRIOTT SAN 7'- 11 3/4"A.F.F. 5B — A.402c LO 0 a91 JOSE CUPERTINO o 07.72.00.A CA 07.24.13.A 10.14.00 C EF-1 32.92.00 10605 N WOLFE RD,CUPERTINO, CA 95014 U 9'- 0"A.F.F. 3A A of �� 07.24.13.Aco TYP 06.10.00.E CDI � 22.14.28.A .y TYP. 22.14.28.113 07.24.13.A o � I 1A 0 U 07.24.13.A A.402b I - - - - - L - - - - - - I I O M I 02 U 6A " ISSUE co A�� — 1 $ 05/14/2019 - j 07.21.00.E o C a a PERMIT SET z o 07.24.13.A = N _U F 0 O N O � O m O N d 00 O J w N ENLARGED PLANS —V Q ENLARGED PLAN MAIN ENTRANCE co 7 MAIN ENTRANCE UPPER LEVEL ENLARGED PLAN ENLARGED PLAN Lu 6AENLARGED ROOF PLAN — MAIN ENTRANCE REFLECTED CEILING PLAN MAIN ENTRANCE UPPER LEVEL MAIN ENTRANCE REFLECTED CEILING PLAN ENLARGED PLAN — MAIN ENTRANCE SCALE: 1/4" = V-0" DRAWING REF: A.114 5ASCALE: 1/4" = 1'-0" 4ASCALE: 1/4" = 1'-0" DRAWING REF: A.111 2ASCALE: 1/4" = 1'-0" 1ASCALE: 1/4" = 1'-0" A . 402a 6 5 4 3 2 1 F— 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED E.Q. E.Q. E.Q. E.Q. E.Q. E.Q. KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing 07.24.13.13 REVEAL IN EIFS COATINGS Approval Date 05/19/20 07.42.50.A CONTROL JOINT Signature Erika Poveda 07.24.13.B Case Manager 07.42.50.A //Z EF-3 OO OO ALIGN w w ■ EF-3 Baskervi O B o B j1L 0 w BY MaG°3G300OTT C� - Uj C° (V Ei N EF-1 EF-1 EF-1 EF-1 d EF-2 EF-3 Lu _TT EF-1 EF-1 EF-3 EF-2 EF-1 EF-1 EF-1 EF-1 5D MAIN ENO TRANCE - FRONT ELEVATION 3D MAIN ENTRANCE - SIDE ELEVATION o 3C'qA 6A 4A 3A 1A A.402b A.402b A.402b A.402b A.402b 4D SIM 5E SIM A.402c A.402c r I I 6D P A.402c 3RD FLOOR 3RD FLOOR 18'-7" 18'-7" B /7 B FC-1 BY ARLnS007T o T -CCU U U 2ND FLOOR &) 2ND FLOOR 9'-3" 9'-3" EF-3 0 w / 1ST FLOOR _ 1 ST FLOOR � grGD'ARCy��i� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ a 0 -0 // // // // // // // // // // // // // // // // // // // // // // // 0 -0 / / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BRADLEYV. RICHARDS POCHE LEGEND CA``�oQ?,`��•• 5CMAIN ENTRANCE - SECTION 3C MAIN ENTRANCE - SECTION NO WORK IN THIS AREA 05/14/2019 �+ SCALE: 1/4" = V-0" DRAWING REF: A.401a SCALE: 1/4" = V-0" DRAWING REF: A.201 COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N � SIM PROJECT NUMBER, SIM 4D SIM 4D 3C SIM �4D SIM E 5E � A.402c 5E A\ 402c/ SIM 4D 2.180648.0 i A\ 402c/ A\ 402c/ 5E co 402c/ 5E ~� +/- 14'-5 5/8" A + -5 5/8 .402c 5/8" A fy +/- 1 -5 5/8" 402c COURTYARD BY M I I I I ih I I M I — � - M I I I I I I I MARRIOTT SAN 3RD FLOOR 3RD FLOOR ;" /// 3RD FLOOR — I I 3RD FLOOR JOSE CUPERTINO o — - — — — — 18'_7 18'-7" 18'-7" 18'-7.. 7 �_ L _ J L _ J I (.— _ j CA 10605 N WOLFE RD, CUPERTINO, CA 95014 U C7 0 00 3A 0 0 C N N N N 2ND FLOOR 2ND FLOO� 2ND FLOO� — 2ND FLOOR o — — — - 9._3.. 9'-3" 9'-3" 9'-3" 0 U L E 4A A.402c 00 ih o o 0 N III ISSUE N 05/14/2019 - — — Q PERMIT SET d 1ST FLOO 1ST FLOO .� 1ST FLOOR 1ST FO 73 � .. Fy i O m O N 00 0 J N ENLARGED SECTIONS - Y I MAIN ENTRANCE LU MAIN ENTRANCE - SECTION MAIN ENTRANCE - SECTION MAIN ENTRANCE - SECTION MAIN ENTRANCE - SECTION 6ASCALE: 1/4" = V-0" DRAWING REF: A.201 4ASCALE: 1/4" = V-0" DRAWING REF: A.201 3ASCALE: 1/4" = V-0" DRAWING REF: A.201 1ASCALE: 1/4" = V-0" DRAWING REF: A.201 Am402b 6 5 4 3 2 1 7 FERCommunit_ Development Department 6 5 4 3 2 1 L Planning Divisi TlO-RrCVLEI&APPLIED VAPOR PREMANUFACTURED COPING - METAL ERA CUPERTINO APPR I�f�is TURN FLUID-APPLIED VAPOR IEABLE AIR BARRIER ON TOP OF PREMANUFACTURED PERMA TITE CONTINUOUS CLEAT COPING KEYNOTES Case# ASA-201WAQUADHERE ROOF MEMBRANE TO IT COPING - METAL ERA PERMA PERMEABLE AIR BARRIER ON EXTERIOR RECESSED LIGHT A FJJ12,U119 TITE CONTINUOUS CLEAT TOP OF WALL ADHERE ROOF FIXTURE, REFERENCE TURN FLUID-APPLIED VAPOR BUTYL SEALING TAPE MEMBRANE TO IT Approval Body: Admin HeaI�LY ADHERED, CONTINUOUS COPING ELECTRICAL DRAWINGS FOR PERMEABLE AIR BARRIER ON Approval Date 051jP1AC C)OF MEMBRANE, EXTEND MORE INFORMATION TOP OF WALL ADHERE ROOF _ 7 5/8" DENSGLASS SHEATHING Signature Erika F?DVE08PARAPET AND SECURE TO BUTYL SEALING TAPE MEMBRANE TO IT EXTENT OF ROOFING MEMBRANE ca5ennagTSIDE FACE OF SHEATHING FULLY ADHERED, CONTINUOUS 1/2" RESILIANT CHANNEL TAPERED RIGID INSULATION TPO ROOF MEMBRANE, 5/8" DENSGLASS SHEATHING FULLY ADHERED, CONTINUOUS PROVIDE BLOCKING AS REQUIRED PLYWOOD SHEATHING EXTEND OVER PARAPET AND TPO ROOF MEMBRANE, SECURE TO OUTSIDE FACE OF EXTEND OVER PARAPET AND 3/4" PLYWOOD SHEATHING NEW FLUID-APPLIED VAPOR SECURE TO OUTSIDE FACE OF PRE-FINISHED THRU WALL ROOF DRAIN - REFER TO 5/8" DENSGLASS SHEATHING PERMEABLE AIR BARRIER SHEATHING FLASHING PLUMBING DRAWINGS FOR REUSE ROOF TILE SAVED FROM NEW FLUID-APPLIED VAPOR 1" POLYMER-BASED DEMOLITION OR PROVIDE NEW DETAILS PERMEABLE AIR BARRIER TAPERED RIGID INSULATION EXTERIOR INSULATION AND TAPERED RIGID INSULATION TO MATCH EXISTING ■ w FINISHING SYSTEM REMOVABLE COUNTERFLASHING w 1" POLYMER-BASED 3/4" PLYWOOD EXTERIOR INSULATION AND 3/4" PLYWOOD MEMBRANE FALSHING -ADHERE EXTEND TPO ROOF Baskervi FINISHING SYSTEM - TO WALL MEMBRANNE AND SECURE AT LEAST 2'-0" BASE SECURMENT, NOT SHOWN MIN UNDER ROOF TILE TPO ROOF MEMBRANNE V-0"CLEAR MIN 2'-0" MIN. TAPERED CRICKET REF ROOF PLAN FOR CRICKET SIZE SILL OPEN END UNFACED BATT OF END TILE OR INSULATION PROVIDE BUG SCREEN 2X WD FRAMING REFER TO ' STRUCTURAL DRAWINGS 71 tL BACKER ROD AND NEW 2X WD FRAMING, SOFFIT DRIP EDGE 1/2" REFERENCE STRUCTURAL 1/2" RESILIANT CHANNEL CONTINUES SEALANT - SOFFIT VENT DRAWINGS 5/8" DENSGLASS SHEATHING NEW CEMENT PANELS ON 1/2" RESILIANT CHANNEL PROPRIETARY CLIP SYSTEM UNPAGED BATT INSULATION NEW FLUID-APPLIED VAPOR PERMEABLE AIR BARRIER 5/8" DENSGLASS SHEATHING 1" POLYMER-BASED EXTERIOR NEW OR EXISTING 2X WD INSULATION. INSULATION COMPRESIVE FRAMING, REFERENCE 1" POLYMER-BASED EXTERIOR NEW FLUID-APPLIED VAPOR STRENGHT OF 25 PSI MIN. STRUCTURAL DRAWINGS _ INSULATION AND FINISHING PERMEABLE AIR BARRIER NEW FLUID-APPLIED VAPOR SYSTEM PERMEABLE AIR BARRIER EXISTING TO REMAIN OR 1" POLYMER-BASED PROVIDE NEW UNFACED EXTERIOR INSULATION AND BATT INSULATION. GC TO VIF. FINISHING SYSTEM NEW SHEATHING = 0 0 6 D MAIN ENTRY BUILDOUT - DETAIL 5 E 1' MAIN ENTRY BUILDOUT - DETAIL 4D MAIN ENTRY BUILDOUT - DETAIL ; UNPAGED BATT SCALE: 1 1/2" = V-0" DRAWING REF: A.402b SCALE: 1 1/2" = -0" DRAWING REF: A.401b SCALE: 1 1/2" = V-0' DRAWING REF: A.402b INSULATION WD FRAMING - REFER TO FRAME NEW WALL REINSTALL CARD READER STRUCTURAL DRAWINGS SAVED FROM DEMOLITION REINSTALL 3/4" PLYWOOD STOREFRONT EXISTING DOOR TO REMAIN _____ SAVED FROM � EXISTING TO REMAIN DEMOLITION OR PROVIDE NEW GWB AND REPAIR ROOF STRUCTURE PROVIDE NEW TO EXISTING FINISH TO MATCH MATCH EXISTING _ EXISTING WALL FINISH DOME STRAINER WITH GRAVEL STOP RING MEMBRANE ROOFING - EXTEND 3/4" INTO BOWL EXISTING SOFFIT TO REMAIN _ PREP AND PAINT AS REQIRED _ II �` PROTECTION STRONG WALL REFER BOARD TO STRUCTURAL r ALIGN WATERBLOCK SEAL PROVIDE NEW SORT OVIDE NEW GWB AND REPAIR EXISTING FINISH TO CLAMPING RING UNFACED BATT INSULATION NEW SHEATHING MATCH EXISTING WALL l FINISH CONNECT TO PIPE NEW FLUID-APPLIED ` — 1/2" GWB � PROVIDE NEW VAPOR CERAMIC FLOOR PERMEABLE AIR BARRIER FRAMING REFER TO ` TILE STRUCTURAL 1" POLYMER- EDGE OF NEW BASED EXTERIOR 2x WOOD FRAMING CONCRETE SLAB V INSULATION AND V FINISHING SYSTEM PROVIDE NEW STOREFRONT 6 MAIN ENTRY BUILDOUT - PLAN DETAIL TYPICAL DETAIL - ROOF DRAIN C SCALE: 1 1/2" = V-0" DRAWING REF: A.402a 4 SCALE: 1 112" = 1'-0" PROVIDE NEW STOREFRONT. FINISH TO V-9 1/4" MATCH EXISTING ALIGN 1 5/8" V-6" 1 5/8" ADJACENT STOREFRONT. \ SUBSTRATE 2x6 WOOD STUD WALL \ EDGE OF NEW CONCRETE \ SLAB BELOW. REFER TO 1 SUBSTRATE \� STRUCTURAL DRAWINGS -- --- SINGLE PLY MEMBRANE " EIFS x I - CONT SEALANT TO COUNTER FLASH \ UNFACED BATT INSULATION � g�D �RCjy q�i4 STRONG WALL REFER �s \ — CONT SEALANT MAIN ENTRY BUILDOUT I LDOUT - DETAIL . A TO STRUCTURAL 5/8 GWB. PROVIDE NEW 16"X 6" PREFINISHED WOOD BLOCKING 3CSCALE: 1 1/2" = V-0" DRAWING REF: A.401b v BRADLEY V. RICHARDS AND REPAIR EXISTING ALUMINUM SCUPPER PAN, = C-33987 NEW SHEATHING WALLS AS REQUIRED. MEMBRANE FLASHING I I \\ REIEWAL 9/30/2019 WATERTIGHT G ALL 4 SIDES \ 0 CP `r SINGLE PLY MEMBRANE NEW FLUID-APPLIED CONT UNDER SCUPPER, VAPOR CONT CLEAT ATTACH TO EIFS �CA`��`�� PERMEABLE AIR BARRIER ALL 4 SIDES 2" DRIP EDGE LIP to CONT TAPERED RIGID 05/14/2019 SEALAN INSULATION _ 1" POLYMER- L0 CONT SEALANT COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN BASED EXTERIOR 17 PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N INSULATION AND FOR SHEATHING, FRAMING & FINISHING SYSTEM FOUNDATION REFER TO PROJECT NUMBER STRUCTURAL DRAWINGS 2.180648.0 ALL 4 SIDES CONT SEALANT E NEW FLUID-APPLIED VAPOR TAPERED RIGID INSULATION 00 2x WOOD FRAMING PERMEABLE AIR BARRIER WOOD BLOCKING m 1" POLYMER-BASED EXTERIOR NEW CEMENT PANELS 14, m 1" EIFS Q FRAMING REFER TO INSULATION AND FINISHING SYSTEM STRUCTURAL 2x6 WOOD STUD WALL ON PROPRIETARY CLIP U BACKER ROD AND CONTINUES SEALANT SYSTEM COURTYARD BY NOTE: 2x6 ROOF JOIST @ 16" POLYMER BASED EXTERIOR MARRI OTT - SAN EXISTING EXTERIOR WALL. PREPARE SET BOTTOM OF 16"X 6" OVERFLOW O.0 INSULATION. INSULATION Q ETR EIFS AS REQUIRED TO RECEIVE SCUPPERS AT 3"ABOVE BOTTOM OF COMPRESIVE STRENGTH OF 25 PSI NEW PAINT NEAREST IDS COLLECTOR. "'— SUBSTRATE MIN. 0 EXISTING STOREFRONT TO REMAIN NEW FLUID-APPLIED VAPOR EXISTING STRUCTURE TO JOSE CUPERTINO PERMEABLE AIR BARRIER REMAIN U) MAIN ENTRY BUILDOUT - PLAN DETAIL MAIN ENTRY BUILDOUT - PLAN DETAIL TYPICAL DETAIL - OVERFLOW SCUPPER NEW SHEATHING CA SCALE: 1 1/2" = V-0" DRAWING REF: A.402a 5BSCALE: 1 1/2" = 1'-0" DRAWING REF: A.402a 4B SCALE: 1 1/2" = 1'-0" 10605 N WOLFE RD, CUPERTINO, CA 95014 U NEW OR EXISTING 2X WD FRAMING, REFERENCE Q EXISTING EXTERIOR WALL. STRUCTURAL DRAWINGS PREPARE ETR EIFS AS 00 REQUIRED TO RECEIVE EXISTING TO REMAIN OR NEW PAINT PROVIDE NEW UNFACED CONCEAL STORM PIPE BACKER ROD AND BATT INSULATION. GC TO VIP. WITHIN NEW STRUCTURE CONTINUES SEALANT c E NEW BEAM. REFER TO STRUCTURAL DRAWINGS FOR Qo DETAILS N U PROVIDE BUG SCREEN AT C° EXPOSED ENDS OF FIBER E CEMENT PANEL WALLS o o METAL FLASHING U N 411 UNPAGED BATT INSULATION ISSUE N - - - - - - - - - — - - - - - - - - - J SOFFIT DRIP EDGE 2XWD FRAMING REFER TO Q — — — — — SOFFIT VENT STRUCTURAL DRAWINGS 05 14 2019 - — BACKER ROD AND 6 1/2" RESILIANT CHANNEL CONTINUES SEALANT PERMIT SET z I- Q COLUMN BEYOND Q O L 5/8" DENSGLASS SHEATHING = ci FOR SHEATHING, FRAMING & 26 C) - FOUNDATION REFER TO A.002 I I NEW FLUID-APPLIED VAPOR EXISTING EXTERIOR o STRUCTURAL DRAWINGS PERMEABLE AIR BARRIER WALL.REPAIR AND EXISTING EXTERIOR WALL FRAMING PREPARE ETR EIFS AS AND INSULATION. REMOVE EIFS AND 1" POLYMER-BASED EXTERIOR REQUIRED TO RECEIVE X LO NEW FLUID-APPLIED VAPOR SHEETING TO THE EXTEND SHOWN INSULATION AND FINISHING SYSTEM m PERMEABLE AIR BARRIER NEW PAINT b N EXISTING EXTERIOR WALL. PREPARE n' 00 1" POLYMER-BASED EXTERIOR ETR EIFS AS REQUIRED TO RECEIVE J o INSULATION AND FINISHING NEW PAINT SYSTEM DETAILS - MAIN Y n ENTRANCE co7-> 6A MAIN ENTRY BUILDOUT - PLAN DETAIL 4A MAIN ENTRY BUILDOUT - DETAIL 3A MAIN ENTRY BUILDOUT - DETAIL SCALE: 1 1/2" = V-0" DRAWING REF: A.402a SCALE: 1 1/2" = 1'-0" DRAWING REF: A.402b SCALE: 1 1/2" = V-0" DRAWING REF: A.402b A . 402c 6 5 4 3 2 1 F_ 7 6 5 4 3 2 1 L Community Development Department FERPlanning Division-Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI _ o Approval Body: Admin Hearing ® — 07.24.13.A EIFS COATINGS - REFER TO ELEVATIONS FOR COLOR Approval Date 05/19/20 - -,_ 07.42.50 NICHINA FIBER CEMENT PANEL SYSTEM. Signature Erika Poveda 07.72.00.0 MODIFY EXCISING VENT AND FLASH AS REQUIRED FOR NEW ROOF. Case Manager ----------- I ELEVATION. 11 22.14.28.A PRIMARY ROOF DRAIN. CONCEAL PRIMARY ROOF DRAIN IN ROOF ------------------------ -- --- ASSEMBLY. CONNECT TO UNDERGROUND STORM/SEVER RUNOFF SYSTEM. --__ WHEN POSSIBLE LOCATE TO EXISTING LOCATION FROM DEMOLISHED ------------ - DOWNSPOUT - __ -------------- 22.14.28.B OVERFLOW ROOF DRAIN. -------------- as ervi —77 PP 6E PERSPECTIVE - STAIRCASE #1 � � PERSPECTIVE - STAIRCASE #2 A.403b A.403b 5C 5C 07.24.13.A 07.24.13.A G 1 A 07.42.50 A.403d 1 A 4C 2C 4C A.403d 2C 07.42.50 A.403 .403 .403 .403 I 2A 22.14.28.B A.403d A.403 3C 22.14.28.A A.403 3C zW � a m0 - - - X W 2B A.403 i U C> 8 Z_ W ao O J � `o\\\11110111////j�I v •cj► BRADLEY V. RICHARDS c C-33987 RM ROOF PLAN - STAIRCASE #2 ENLARGED SECOND FLOOR PLAN - STAIRCASE #2C ENLARGED FIRST FLOOR PLAN - STAIRCASE #2 cp AL e/30/201e 5CENLARGED SCALE: 1/4" = V-0" DRAWING REF: A.114 3 SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" DRAWING REF: A.111 OF CA``�pQ A.403b /1/1111111% 403c A.403c /2A 4A 2A 4A 05/14/2019 5A A.403c 403c 403c 403c COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. N m PROJECT NUMBER 2.180648.0 E 00 Qi U COURTYARD BY 0 MARRIOTT - SAN 07.72.00.0 JOSE CUPERTINO, U U) m Z CA 07 a --�0 10605 INWOLFE RD,CUPERTINO, CA 95014 U of A.403d w co 0 w N C N E 7 U Qo A.403 3A I`- U 22.14.28.A E L 22.14.28.B o o 0 c2 U ISSUE N r 05/14/2019 - cM N a I a PERMIT SET z J 8-3 1/2 7-11 1/2 0 �, 0 Fy rn - — — — — — — — — 3A o A.403 (A.403d 07.24.13.A 07.42.50 07.24.13.A 1A ENLARGED PLANS �' (A 403 REFLECTED CEILING o � d CD 1A PLANS & DETAIL - J N W ^ FRONT STAIRCASE #1 & < A.403b A.403b W J Y n ENLARGED ROOF PLAN — STAIRCASE #1 /� ENLARGED SECOND FLOOR PLAN — STAIRCASE #1 ENLARGED FIRST FLOOR PLAN — STAIRCASE #1 5ASCALE: 1/4" = V-0" DRAWING REF: A.114 SCALE: 1/4" = V-0" 1 ASCALE: 1/4" = V-0" DRAWING REF: A.111 A . 403a 6 5 4 3 2 1 7 FERCommunit- Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing Approval Date 05/19/20 Signature Erika Poveda Case Manager LLI W ■ Baskervi 2C 4C A.403c A.403c 26'-3 1/2" E.Q. E.Q. E.Q. 4C 2C 403c A.403c E F-3 ih E F-3 000 U R 7 y A R Q 11 BY rM1A°- RR0007T EF-3 F- FC-1 EF-3 EF-3 FC-1 F- ❑ N in M + O O mod /T- M t EF-2 U U 5C STAIIRCASE #2DR PARKING AWING REF: aELEVATION � � STARICASE #2DR FRONT NG REF: IELEVATION 1 C STARICASE #2DR COURTYARD ELEVATION NG REF: xGO02 ,, g ,D ARCy/iIleze v •cj► BRADLEY V. RICHARDS c E.Q. E.Q. E.Q. E.Q. — C-33987 RMAL 9/30/2019 G cp A.403c A.403c A.403c .403c ,,''�i�,��o�filial, 05/14/2019 COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. IV — — — — — — — — — — — — — — — — — — — — — PROJECT NUMBER EF-3 EF-3 0 2.180648.0 w �1 m m U i Q EF-3 COURTYARD BY O MARRIOTT - SAN JOSE CUPERTINO, U a� FC-1 EF-3 CA 10605 N WOLFE RD,CUPERTINO, CA 95014 U C7 U w It co o w N C N E 7 U O N U Cn E O N O O U ISSUE N N 05/14/2019 - PERMIT SET Z N 0 = N _U F 0 O N O OAll m ENLARGED ELEVATIONS _ o LU - FRONT STAIRCASE #1 LU Q & #2 W J Y n 0 7 Ui STAIRCASE #1 - COURTYARD ELEVATION STAIRCASE #1 - FRONT ELEVATION STAIRCASE #1 - PARKING ELEVATION 5ASCALE: 1/4" = V-0" DRAWING REF: A.403a 3ASCALE: 1/4" = 1'-0" DRAWING REF: A.403a 1ASCALE: 1/4" = 1'-0" DRAWING REF: A401 Am403b 6 5 4 3 2 1 F— 7 FER Communit- Development Department 6 5 4 3 2 1 L Planning Division—Cupertino CUPERTINO APPROVED KEYNOTES Case# ASA-2019-007, A FRI Approval Body: Admin Hearing 07.24.13.A EIFS COATINGS - REFER TO ELEVATIONS FOR COLOR Approval Date 05/19/20 07.4 .50 NI CHINA FIBER CEMENT PANEL SYSTEM. Signature Erika Poveda Case Manager W W ■ Baskervi 2C SIM 4C SIM 4C SIM A.403 \ 403d/ 1A.403d I I I I I I I I HHi h Eave I — — — — — _HHi h Eave 30' -9 3/4" I 30'-9 3/4" LILow Eave — __LILow Eave 28' -3 3/4'. I 28'-3 3/4" ��TAT.O. Platte n — T.IT.O. Platte 26'-9 3�/4" 7 26'-9 3/4" G 3C SIM 402c 3RD FLOORS 3RD FLOOR 18'-7" I 2ND FLOORS — 2ND FLOOR 1 U C> 1 ST FL0. On — — _ T FLOOR \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 4CSCAL :E- 1/4"STAIRCASE #2 - SECTION � C STAIRCASE #2 - SECTION = 1'-0" DRAWING REF: A.201 SCALE: 1/4" = 1'-0" DRAWING REF: A.202 v •�j► BRADLEY V. RICHARDS c C-33987 RMAL 9/30/2019 G 4C 2C CP r 4C SIM filial,A.403d� op CA 07.24.13.A 05/14/2/2019 I I I I leiI 13.A I COPYRIGHT 2019 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN 07.24. PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. � _ _ _ _ _ HHi h Eave HHi�h Eave 30' -9 3/4" I I I I 30'-9 3/4" PROJECT NUMBER 07.24.13.A I I I I I 2.180648.0 E — — — — — — — — LILow Eave — —I — — — — — — — �ILow Eave ry m 28'-3 3/4" 28'-3 3/4" m — — — — — — — — — TAT.O. Platte — —I — — — — — — I T.R.O. Platte Q, 26'-9 3/4" _ — 26'-9 3/4" COURTYARD BY U O 07.42.50 MARRIOTT - SAN SIM JOSE CUPERTINO, U A.402c m U A 10605 N WOLFE RD, CUPERTINO, CA 95014 U 3RD FLOORS _ 3RD FLOOR 18'-7' 18'-7" 0 00 co 0 w N C N E 7 U O N U — — — Level — — -=r7 — _Leve12 2ND FLOOR 2ND FLOOR o 9 3 o U N — � ❑ ISSUE 05/14/2019 - 4B o a a PERMIT SET a z M o 7 = N _U F 0 O N O � x 1ST FLOOR _ 1ST FLOOR ENLARGED SECTIONS & J N ////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////� ////////////////////////////////////////////////////////////////////////////////////////////// /////////////////////////////// J W \\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ — Q DETAILS FRONT V 0- STARICASE #1 & #2 co w STAIRCASE #1 - SECTION STAIRCASE #1 - SECTION 4ASCALE-. 1/4" = 1'-0" DRAWING REF: A.403a 2ASCALE-. 1/4" = 1'-0" DRAWING REF: A.403a A . 403c 6 5 4 3 2 1 F—