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VP02A Tents PH2_Planning SubmittalCommunity Development Department Planning Division - Cupertino CuPERTINQ APPROVED Case # TUP-2022-001 Application Number(s) Approval Body: Director / Staff Approval Date 05/05/22 Signature Gian Paolo Martire Case Manager ABBREVIATIONS AND LAM. LAMINATE ANGLE LAV. LAVATORY @ AT L.P. LOW POINT or PLASTIC LAMINATE CENTERLINE L.S.D. LIQUID SOAP DISPENSER O DIAMETER or ROUND (E EXISTING MAX. MAXIMUM (F� FUTURE M.B. MACHINE BOLT M.F. MONOLITHIC FLOORING A.B. ANCHOR BOLT M MANUFACTURER A.C. ASPHALT CONCRETE MIN. N. MINIMUM ACOUST. ACOUSTICAL MET. METAL ADJ. ADJUSTABLE A.F. ACCESS FLOOR N.I.C. NOT IN CONTRACT AFF ABOVE FINISH FLOOR N.T.S. NOT TO SCALE AFS AUTOMATIC FIRE SPRINKLERS ALUM. ALUMINUM O.C. ON CENTER ATT. ATTENUATION O.D. OVERFLOW DRAIN OPNG. OPENING BD. BOARD BLDG. BUILDING PLATE BLK. BLOCK P PAINT BLKTS. BLANKETS PLAS. PLASTER B.O.S. BOTTOM OF STRUCTURE PLWD. PLYWOOD P.T. POINT C CARPET P.T.D. PAPER TOWEL DISPENSER C.F.S. CHANNEL FRAMING SYSTEM C.G. CORNER GUARD R. RISER C.H. COAT HOOK R.B. RESILIENT BASE CLG. CEILING R.D. ROOF DRAIN CLR. CLEAR REF. REFRIGERATOR CONF. CONFERENCE READ. REQUIRED CONC. CONCRETE R.F. RESILIENT FLOORING CONT. CONTINUOUS RM. ROOM C.P. CARPET PAD R.T. RESILIENT TILE CSK. COUNTERSUNK RWD. REDWOOD C.T. CARPET TILE R.W.L. RAIN WATER LEADER DET. DETAIL S.C. SEALED CONCRETE DIM. DIMENSION S.D. STORM DRAIN EA. EACH S.E.D. SEE ELECTRICAL DRAWINGS EEWS EMERGE. EYEWASH & SHOWER S.F. STONE FLOORING EL. ELEVATION S.G. SPECIAL GLASS EMERG. EMERGENCY SHT. SHEET E.P.B. ELECTRIC PANEL BOARD SIM. SIMILAR E.W.C. ELECTRICAL WATER COOLER S.M. SOLID SURFACING MATERIAL EXT. EXTERIOR S.M.D. SEE MECHANICAL DRAWINGS S.N.D. SANITARY NAPKIN DISPENSER F.B. FLAT BAR S.I I.R. SANITARY NAPKIN RECEPTACLE F.D. FLOOR DRAIN S.P.D. SEE PLUMBING DRAWINGS F.E. FIRE EXTINGUISHER S.S. STAINLESS STEEL F.E.C. FIRE EXTINGUISHER CABINET S.S.D. SEE STRUCTURAL DRAWINGS F.H.C. FIRE HOSE CABINET STL. STEEL FIN. FINISH STRUCT. STRUCTURAL FL. FLOOR F.O.C. FACE OF CONCRETE T. TREAD or TILE F.O.F. FACE OF FINISH T.C.V. TEMP. CONTROL VALVE F.O.M. FACE OF MASONRY T.O.S. TOP OF SLAB F.O.S. FACE OF STUD T.S. TUBE SECTION F.R.P. FIBERGLASS REINFORCED PLASTIC TYP. TYPICAL F.S. FIRE SPRINKLER T.P. TOILET PAPER FTGS. FOOTINGS T.S.C. TOILET SEAT COVER F.V.C. FIRE VALVE CABINET F.W. FABRIC WALL COVERING U.G. UNDERGROUND F.W.P. FABRIC WRAPPED PANELS U.O.N. UNLESS OTHERWISE NOTED UR. URINAL G GROUT GA. GAUGE VCT. VINYL COMPOSITION TILE GALV. GALVANIZED V.W. VINYL WALL COVERING G.B. GRAB BAR GBDW GYPSUM BOARD DRYWALL W/ WITH G.I. GALVANIZED IRON W.B. WOOD BASE GL. GLASS W.F. WOOD FLOORING GR. GRADE W.H. WATER HEATER W.P. WATERPROOF H.C. HANDICAPPED W.R. WATER RESISTANT or H.M. HOLLOW METAL WASTE RECEPTACLE H.P. HIGH POINT W.T. WINDOW TREATMENT W.V. WOOD VENEER INCL. INCLUDING W.W.F. WELDED WIRE FABRIC INS. INSIDE INSUL. INSULATION SYMBOLS REFER TO DRAWINGS FOR ADDITIONAL SYMBOLS AND REFERENCE ANNOTATIONS. FACE OF FINISH OPEN ROOM NAME OFFICE Q_ 100 ROOM NUMBER CENTERLINE OF OBJECT 1 � ALIGN DRAWING KEY NOTE ' 101 DOOR NUMBER, SEE SECTIONS AND ELEVATIONS DOOR SCHEDULE ON SHEET A10.1 1 SECTION NUMBER REVISION TAG A7.1 SHEET NUMBER FINISH TYPE, SEE FINISH P1 SPECIFICATIONS ON SHEET A10.1 PLUMBING FIXTURE TYPE, SEE 81 A.! ELEVATION NUMBER a z WC-1 PLUMBING FIXTURE SCHEDULE - SHEET NUMBER ON SHEET A10.1 3 TOILET ACCESSORY TYPE, SEE CEILING INDICATES ELEVATION 10 ACCESSORY SCHEDULE ON 9141 - HEIGHT A.F.F., U.O.N. SHEET A6.1 DETAILS 1 DETAIL NUMBER A9.1 SHEET NUMBER EXTERIOR IMPROVEMENTS FOR: VPO2 PHASE 2 TEMPORARY OUTDOOR SPACE GENERAL NOTES 1. THE CONTRACT DOCUMENTS INCLUDE THE DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS AND THE GENERAL CONDITIONS OF THE WORK. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETE AND IN WORKING ORDER. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, INCLUDING ALL INCIDENTIAL, ACCESSORY AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND FINISHED ASSEMBLY. 2. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. DIMENSIONS I\ OTED ON DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DETAILED DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF SMALLER SCALE. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR, DISCREPANCY OR OMISSION, HE/SHE SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 3. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN ARE THE PROPERTY OF HTK STUDIO, INC. AND SHALL NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT FROM THE ARCHITECT. 4. THE ARCHITECT HAS NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, HANDLING, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, MOLD AND OTHER TOXIC SUBSTANCES. ANY QUESTIONS THAT ARISE RELATED TO ASBESTOS SHALL BE REFERRED TO THE CLIENT FOR RESOLUTION. THE ARCHITECT SHALL NOT BE REQUIRED TO DO ANY WORK OR RENDER ANY OPINIONS RELATED TO ASBESTOS. 5. PRIOR TO SUBMITTING A COST PROPOSAL, THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE THEIR BID ON THE EXISTING CONDITIONS AND AS -BUILT DRAWINGS, NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT INDICATED ON THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REQUEST CLARIFICATION OF ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS PRIOR TO SUBMITTING A COST PROPOSAL AND COMMENCING THE WORK. 6. THE CONTRACTOR SHALL SUBMIT TO THE CLIENT FOR APPROVAL, A DETAILED CONSTRUCTION SCHEDULE SHOWING PHASING OF THE WORK, ACTIVITIES THAT MAY AFFECT THE PROGRESS, AND MECHANICAL OR ELECTRICAL DISRUPTIONS TO BUILDING SERVICES. 7. THE CONTRACTOR, OR SUBCONTRACTORS, SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES AND LICENSES REQUIRED FOR PROPER COMPLETION OF THE WORK. THE CONTRACTOR SHALL REQUEST ALL INSPECTIONS REQUIRED BY LOCAL GOVERNMENTAL AGENCIES AND COORDINATE THE WORK ACCORDINGLY. 8. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL BUILDING CODES AND ORDINANCES, MANUFACTURER'S RECOMMENDATIONS, AND ALL TRADE AND REFERENCE STANDARDS. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL COMPLY. 9. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE CITY FOR NOISE RESTRICTIONS AND WORKING HOURS. 10. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING FINISHED AREAS IN OR OUTSIDE OF THE JOB THE BUILDING REFUSE FACILITIES SHALL NOT BE USED FOR THIS PURPOSE WITHOUT PERMISSION FROM THE BUILDING OWNER. 11. FREE AND UNOBSTRUCTED EGRESS SHALL BE MAINTAINED IN THE MEANS OF EGRESS PATHS FOR THE OCCUPANTS DURING BOTH THE DEMOLITION AND THE CONSTRUCTION PHASES OF THE PROJECT, IN ACCORDANCE WITH CFC SECTION 1003.6. 12. FIRE DEPARTMENT ACCESS TO THE SITE, BUILDING AND ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. 13. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL PROVIDE PROTECTION OF ANY EXISTING FINISHES AND FIXTURES IN THE ELEVATORS, LOBBIES AND CORRIDORS OF THE BUILDING THAT MAY BE AFFECTED BY THE WORK. ANY DAMAGE CAUSED BY THE CONTRACTOR'S ACCESS TO AND USE OF THESE PREMISES SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING. 14. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE ANY DAMAGE TO TENANT(S) IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADIVG DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT AND DEBRIS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING ACCESS INTO ADJACENT TENANT SPACES WITH THE BUILDING OWNER AS REQUIRED FOR PRICING AND/OR EXECUTION OF THE WORK. 16. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AND HAS CONTROL OVER CONSTRUCTION MEANS, METHODS, SEQUENCES AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 17. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, U.O.N. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, U.O.N. 18. THE CONTRACTOR IS RESPONSIBLE TO REVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROPRIATENESS AND COMPLIANCE WITH THE CONTRACT DOCUMENTS PRIOR TO SENDING SHOP DRAWINGS TO THE ARCHITECT (OR ENGIVEER) FOR REVIEW. THIS ACKNOWLEDGEMENT BY THE CONTRACTOR SHALL BE AFFIXED TO THE FIRST PAGE OF EACH SUBMITTAL IN THE FORM OF A STAMP OR STATEMENT WITH DATE REVIEWED. 19. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED UPON MANUFACTURER INFORMATION SUBMITTED BY THE CONTRACTOR AND IDENTIFIED AS A "REQUEST FOR SUBSTITUTION". CONTRACTOR SHALL INCLUDE ANY CREDIT OWED TO THE CLIENT (WHERE APPLICABLE) FOR USE OF THE PROPOSED SUBSTITUTION. 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION WITHOUT THE WRITTEN AUTHORIZATION FROM THE CLIENT. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 21. ANY WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL NOT BE DEEMED ACCEPTABLE DUE TO THE ARCHITECT'S FAILURE TO DISCOVER THE DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 22. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH COMPLETION. THE ARCHITECT SHALL ATTEND T 1E PUNCH LIST WALK THROUGH CONDUCTED BY THE CONTRACTOR. THE CONTRACTOR SHALL PREPARE AND DISTRIBUTE A LIST OF INCOMPLETE ITEMS PRIOR TO THE PUNCH LIST WALK THROUGH. THE CONTRACTOR SHALL TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE COMPLETED OR CORRECTED AS A RESULT OF THIS WALK THROUGH. THE CONTRACTOR SHALL DISTRIBUTE THIS FINAL PUNCH LIST IN A TIMELY MANNER TO THE ARCHITECT AND CLIENT. 23. THROUGHOUT THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AS -BUILT DRAWINGS THAT INDICATE THE ACTUAL LOCATIONS OF ALL ITEMS NOTED ON THE CONTRACT DOCUMENTS, INCLUDING LOCATIONS OF ALL RUNS OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SPRINKLER WORK, SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. ALL DRAWING MODIFICATIONS SHALL BE DRAWN TO SCALE AND NOTED IN CONTRASTING INK. THE DRAWINGS SHALL BE CONSPICUOUSLY MARKED "AS-BUILTS" AND DELIVERED TO THE CLIENT AND ARCHITECT AT PROJECT CLOSE-OUT. 19333 VALLCO PARKWAY, BLDG A CUPERTINO, CA, 95014 GENERAL NOTES (CONTINUED) 24. TERMINOLOGY: "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, U.O.N. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. "VERIFY" OR "VER." MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH ARCHITECT. 25, DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. HORIZONTAL DIMENSIONS ARETO/FROM FINISHED FACE OF CONSTRUCTION, EXCEPT AS NOTED. VERTICAL DIMENSIONS ARE FROM TOP OF FLOOR SLAB, EXCEPT WHERE NOTED TO BE FROM "ABOVE FINISHED FLOOR" OR "A.F.F." 26. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 27. THE CONTRACTOR SHALL LAYOUT LOCATIONS OF ALL NEW WALLS ON THE FLOOR, EITHER WITH CHALK LINES OR TAPE AS APPROPRIATE. THE WALL LAYOUT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO FRAMING OF THE WALLS. THE ARCHITECT SHALL BE NOTIFIED OF ANY WALL CHANGES REQUESTED BY THE CLIENT PRIOR TO PROCEEDING WITH THE CHANGES. 28. FIRE EXTINGUISHERS (MINIMUM 2A:10BC) SHALL BE LOCATED WITHIN A MAXIMUM AREA OF 3,000 SQ. FT. OF COVERAGE AND A MAX. TRAVEL DISTANCE OF 75'-0", UNLESS OTHERWISE REQUIRED BY STRICTER REGULATIONS SUCH AS LOCAL ORDINANCES. 29. PROVIDE EXIT ILLUMINATION & SIGNS PER CBC SEC. 1008 & 1013. 30. ALL GLASS AND GLAZING USED IN THE PROJECT SHALL CONFORM TO REQUIREMENTS OF CBC 2019 CHAPTER 24 AND ALL FEDERAL REQUIREMENTS. 31. PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND/OR CONSTRUCTION. FIREPROOF ALL NEW PENETRATIONS AND ANY EXISTING PENETRATIONS IN EXPOSED PLENUM AREAS, AS DESCRIBED IN THE CONTRACT DOCUMENTS AND AS REQUIRED BY CODE. ALL THROUGH PENETRATIONS OF FIRE RESISTANCE RATED ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRE -STOP SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E814 AND CBC 714.3.1.2. 32. THE MAXIMUM FLAMESPREAD CLASSIFICATION OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS SHALL NOT EXCEED THE LIMITS SET FORTH IN CBC SEC. 803.1 & TABLE 803.11. IN ADDITION, CARPETING OR SIMILAR MATERIAL HAVING A NAPPED, TUFTED, LOOPED OR SIMILAR SURFACE USED AS WALL OR CEILING FINISH MUST HAVE A CLASS 'A' FLAMESPREAD CLASSIFICATION. 33. MECHANICAL, ELECTRICAL AND PLUMBING LOCATIONS SHOWN ON PLANS ARE FOR DESIGN INTENT ONLY. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE DESIGN -BUILD, U.O.N. DESIGN -BUILD SUBCONTRACTORS SHALL PREPARE AND SUBMIT REQUIRED ENGINEERED DRAWINGS AND CALCULATIONS TO THE CITY FOR PERMIT. 34. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH MECHANICAL, ELECTRICAL, PLUMBING, FIRE ALARM AND FIRE PROTECTION AND NOTIFY THE ARCHITECT AND CLIENT OF ANY DISCREPANCIES AND/OR CORRECTIONS. NO ALLOWANCE WILL BE MADE FOR INCREASED COSTS INCURRED DUE TO LACK OF PROPER COORDINATION. 35. PRIOR TO COMMENCING THE WORK, THE CONTRACTOR SHALL FIELD VERIFY THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE LOCATION OF NEW EQUIPMENT, SUCH AS EXISTING MECHANICAL, DATA/PHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE EQUIPMENT IS PROVIDED. 36. THE CONTRACTOR SHALL REVIEW THE MECHANICAL SYSTEM TO DETERMINE IF RETURN AIR PLENUMS EXIST. WHERE APPLICABLE, MATERIALS EXPOSED IN RETURN AIR PLENUMS, INCLUDING TELEPHONE AND DATA CABLES, SHALL MEET THE REQUIREMENTS OF THE ELECTRICAL AND MECHANICAL CODES. 37. ANY MODIFICATIONS TO THE FIRE ALARM AND FIRE SPRINKLER SYSTEMS AS REQUIRED BY THE NEW WORK SHALL BE DESIGN -BUILD AND SUBMITTED TO THE CITY AS A DEFERRED SUBMITTAL. SHOP DRAWINGS AND CALCULATIONS SHALL BE REVIEWED BY THE ARCHITECT FOR CONFORMANCE WITH THE DESIGN INTENT PRIOR TO CITY SUBMITTAL. NO WORK SHALL COMMENCE UNTIL THE DEFERRED SUBMITTALS ARE APPROVED BY THE CITY. LOCATION MAP Herrin pr perlT�ltl ; Win. Regional 3 e Center is E a Apple PPaark Employee Parking Q &sy �pP ChargePoint o Charging Station P­Rtl P1q Z b Bowlmor Cupertino (rempararily Closed) �9 fill QParking Perimeter 919333 Vallco Parkway BUILDING A �kvty/ 0` t;l- Q Apple Tantau 12 eQ° m raora� o n Q C � Apple Tantau 11 U Apple Tantau 9 v z Jenny ✓V' Strand Park o^vccau R B 5 xres F� JiF Q Z O ✓V�qP® Vallco Pk Nineteen800 ApartmentsQ 'M' �Po Valco Parkway1 - Kura Revolving llco - Z Q Sushi Bar - CLOSED.. p4xy BFiyj- � Suem 5S D.Ppio Zero Sabrinas Child Care - m rx,.x>,>irvr 55 WB-FCP vCupeni er F t © iilz Colfee opkwY 9 v Vallco Pkwy wics Su arCRM ,_-- ---� 9 B - © 85c Raker Cafe Apple Valco Parkway 4 Apple Steven Creek E,gf © Kaiser Permanent. 9 3ank Ma Street Cupertino o Cafe Lattea Target Q © 9TD Amer1lrade ,r 1 Q T4 © © Lazy Dog r a Restaurant uew av,o11cA. B Bar - ss Creek Blvd House of rat Fel Meuaer�e�e.,o-s B Bank of America © _Stevens Creek Ivd� .- - Stevens Creek Blvtl + Steven Creek Blvd Q Financial Center 9 E7 © 76 � r • F L _ 19333 VALLCO PKWY, BLDG A SCOPE OF WORK THIS PROJECT CONSISTS OF THE TEMPORARY INSTALLATION AND USE OF AN OUTDOOR FENCED ENCLOSURE WITH TENTS, APPROXIMATING 2,924 SQUARE FEET, LOCATED WITHIN THE PARKING LOT. THE OUTDOOR SPACE WILL BE USED FOR TEMPORARY OUTDOOR R&D STUDIES FOR A DURATION UP TO 9 MONTHS. AFTER WHICH POINT, THE FENCE AND THE TENT INSTALLATION WILL BE REMOVED AND THE PARKING LOT FULLY RESTORED TO ITS ORIGINAL CONDITION. A SEPARATE BUILDING PERMIT WILL BE SUBMITTED FOR THE FENCING AND TENTS AS REQUIRED. PROJECT DATA APN: AREA OF WORK: CONSTRUCTION TYPE: OCCUPANCY GROUP: NUMBER OF STORIES: SPRINKLERED: APPLICABLE CODES: 316-20-76 2,924 SF II-B B* 2* YES 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE CITY OF CUPERTINO MUNICIPAL CODES INDICATES INFORMATION APPLICABLE TO BUILDING A PROJECT DIRECTORY OWNER CONTRACTOR APPLE, INC. BARRON BUILDERS ONE APPLE PARKWAY 2346 CALLE DEL MUNDO CUPERTINO, CA 95014 SANTA CLARA, CA 95054 CONTACT: MICHAEL MONTALVO CONTACT: FRANCISCO HERRERA P: 408-406-0390 P:650-690-6027 EMAIL: MICHAEL_C_MONTALVO@APPLE.COM EMAIL: FRANCISCO@BARRONBUILDERS.COM ARCHITECT HTK STUDIO, INC. 268 E. HAMILTON AVE., SUITE B CAMPBELL, CA 95008 CONTACT: SOPHIA TYRA P: 916-812-1647 EMAIL: STYRA@HTKSTUDIO.COM DRAWING INDEX GENERAL G0.0 COVER SHEET AND NOTES G4.1 OVERALL PROPOSED SITE PLAN ARCHITECTURAL A0.1 ENLARGED SITE PLAN AND EGRESS ANALYSIS A7.1 EXTERIOR ELEVATIONS AND SITE PHOTOS A9.1 PRODUCT CUT SHEETS studio 268 E. Hamilton Ave Suite B Campbell,CA 95008 Project VP02A PHASE 2 TEMP. OUTDOOR SPACE 19333 VALLCO PKWY, BLDG A CUPERTINO, CA 95014 r Consultant Stamp City NO. DESCRIPTION DATE Planning Submittal 03.11.22 Job # 21088 Date 03.11.22 Scale As Shown Sheet Title COVER SHEET AND NOTES Sheet # © Copyright HTK Studio, Inc. 2020 GO-0 Community Development Department Planning Division - Cupertino_ CUPeRTINQ APPROVED Case # TYP-20? �� Applic do um4er(s) Approval Body: Director`(Staff Approva I Date 05/05/22 Signature Gian Paolo Martir Case Manage ACCESSIBLE CURB CUT RAMP \\� WITH TRUNCATED DOMES. \ SEE DETAILS 8 & 12, THIS SHEET. HIGHWAY 280 DET. 8, THIS S 1 OVERALL PROPOSED SITE PLAN ff 1 - 50 -0 V pLLCO PKWY (E) ACCESSIBLE PATH OF TRAVEL TO PUBLIC RIGHT-OF-WAY N LEGEND PROPERTY LINE — — — — — — — — — ACCESSIBLE "PATH OF TRAVEL" 6"-8" 40 ALIGN 1:12 MAX a Q 4 4 p a O � 4 4 a o0\Q\0\0 71 a �v Q� �� �iI11III\IEl �� 'I ' Illli INDICATES DIMENSION FROM 6„ MIN. EDGE OF TRUNCATED DOMES TO FACE OF CURB PER CBC 11 B-705.1.2.2 EXISTING LOADING AISLE EXISTING TRUNCATED TRUNCATED DOMES EXISTING CONCRETE CURB RAMP 16 12 EXISTING CONCRETE CURB RAMP 1 112 -1-0 FOR REFERENCE ONLY n cCII DETECTABLE WARNING SURFACES SHALL BE FEDERAL YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C AT VEHICULAR AREAS. THIS SURFACE SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT 0.45"-0.47" 0.9"-0.92" FLUSH BAND SEPARATES THE DETECTABLE WARNINGS FROM VEHICLE WAY/LOADING AISLE PER 11 B-705.1.2.2 TAPERED EDGES WHERE EXPOSED 0.2" SECTION 8 TRUNCATED DOMES 319=11-011FOR REFERENCE ONLY SHEET NOTES 1. THE SITE PATH OF TRAVEL AND PARKING ARE IN COMPLIANCE WITH CBC CHAPTER 11 B. DETAILS 2, 3, 4, 8 AND 12 ARE FOR REFERENCE ONLY. PARKING ANALYSIS PER CUPERTINO MUNICIPAL CODE TABLE 19.124.040(A) AND 2019 CBC SECTIONS 11 B-208.2 AND 11 B-208.2.4: PARKING REQUIREMENTS FOR CORPORATE/ADMINISTRATIVE/GENERAL MULTI -TENANT EXISTING BUILDING AREAS (ALL BUILDINGS SHARE PARKING) BUILDING A = 133,950 SQ. FT. BUILDING B = 22,745 SQ. FT. BUILDING C = 136,230 SQ. FT. TOTAL (GROSS) REQUIRED (PER CUPERTINO MUNICIPAL CODES PARKING (1 SPACE/285 SQ. FT.) EXISTING PARKING PROPOSED PARKING (TEMPORARY) REQUIRED ACCESSIBLE PARKING REQUIRED VAN ACCESSIBLE PARKING EXISTING ACCESSIBLE PARKING EXISTING VAN ACCESSIBLE PARKING o Z_ o Z bo � 2. = 292,925 SQ. FT. 292,925 SQ. FT./285 = 1,028 SPACES 1,221 SPACES 1,208 SPACES 23SPACES 4 OF 23 SPACES 24 SPACES 6 OF 24 SPACES ----------- ACCESSIBLE PARKING STALL SIGNAGE ACCESSIBLE PEDESTRIAN ROUTE WHEEL STOP TO PREVENT VEHICLE ----------- FROM ENCROACHING ON CLEAR WIDTH OF PEDESTRIAN ROUTE ----------- PAINT BLUE BORDERLINE AT ACCESS AISLE PROVIDE 1:48 SLOPE MAX. IN ANY DIRECTION AT PARKING STALL AND LOADING AISLE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY MEASURED 36" X 36" MIN. IN WHITE ON BLUE BACKGROUND PER CBC 11 B-703.7.2.1 EPA lf'* PAINT HATCHED LINES AT 36" O.C. MAX IN BLUE OR WHITE PAINT THE WORDS "NO PARKING" WITHIN ACCESS AISLE IN WHITE LETTERS @ 12" H. MIN. 5-0" MIN. @ STANDARD ACCESSIBLE AND VAN ACCESSIBLE STALLS. 8'-0" MIN. @ 9'-0" W. VAN ACCESSIBLE STALL 9'-0" MIN. AT STANDARD ACCESSIBLE PARKING STALL AND 12"-0" MIN. AT VAN ACCESSIBLE PARKING STALL. VAN WIDTH CAN BE 9'-0" MIN. IF ACCESS AISLE IS 8'-0" MIN. TYPICAL ACCESSIBLE PARKING STALL 1 /8"=1'-0" 1 n" VAN ACCESSIBL FOR REFERENCE ONLY PROVIDE INTERNATIONAL .......... SYMBOL OF ACCESSIBILITY IN / WHITE ON BLUE BACKGROUND PER CBC 11 B-703.7.2.1 ALL LETTERING SHALL BE WHITE IN 1" H. MIN. LETTERS ON BLUE BACKGROUND. SIGN MATERIAL SHALL BE REFLECTIVE. PROVIDE ADDITIONAL SIGN OR LANGUAGE BELOW INTERNATIONAL SYMBOL OF ACCESSIBILITY PROVIDE ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING STALLS ONLY FINISH GRADE MIN. @� _80' ACCESSIBLE PATH OF TRAVEL CO JI1 1I1 1I1 1 \ 2 g" DIA. GALV. STEEL POST IIIiv ill III-1 I I-1 111 111 11= _ a ITI-III-III1 IIII111111 III=III=1 CONCRETE FOOTING 1=1I a—III—III=1I1= I I I III III=11�=11� i (DIA.) 3 ACCESSIBLE PARKING STALL SIGNAGE 1 1/2 =1-0 FOR REFERENCE ONLY studio 268 E. Hamilton Ave Suite B Campbell,CA 95008 Project VP02A PHASE 2 TEMP. OUTDOOR SPACE 19333 VALLCO PKWY, BLDG A CUPERTINO, CA 95014 Consultant Stamp City r NO. DESCRIPTION DATE Planning Submittal 03.11.22 V-5" MIN. ALL LETTERS SHALL BE 1" H. MIN. BLACK LETTERS ON WHITE UNAUTHORIZED VEHICLES BACKGROUND PARKED IN DESIGNATED ACCESSIBLE SPACES NOT SIGN MATERIAL SHALL BE DISPLAYING DISTINGUISHING REFLECTIVE PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH o Z _ DISABILITIES WILL BE TOWED 7 AWAY AT THE OWNERS ADDRESS AND TELEPHONE EXPENSE. TOWED VEHICLES NUMBER TO BE FURNISHED BY MAY BE RECLAIMED AT OWNER (ADDRESS) OR BY TELEPHONING (TELEPHONE NUMBER) Job # 21088 Date 03.11.22 Scale As Shown Sheet Title OVERALL PROPOSED SITE PLAN 4yTOWAWAY SIGNAGE 1 1/2 =1-0 FOR REFERENCE ONLY Sheet # © Copyright HTK Studio, Inc. 2020 G4. 1 Communit Developm Plan ni g Division CUPeRTINO APPROV Case # UP-2022- A plication Number( Approval Body: Director/ Staff Approva I Date 5/05/22 Signature Gian I-t Department Cupertino 1 ti ENLARGED SITE PLAN 1/8"=1-0" PROPOSED WORK DOES NOT AFFECT EXISTING TREES. NO TREES WILL BE REMOVED AS PORT OF THIS TUP. EGRESS ANALYSIS OUTDOOR WORK SPACE OCCUPANCY TOTAL AREA 2,548 SF TOTAL OCCUPANTS 13 OCCUPANCY CALCULATIONS ROOM TYPE AREA (SF) LOAD FACTOR # OF OCCUPANTS (SF/PERSON) ENGINEERING WORKROOM (GROSS) 2,548 1 200 13 TOTAL 2,548 1 13 SHEET NOTES 1. REFER TO SHEET G0.0 FOR GENERAL NOTES. 2. CONTRACTOR SHALL IDENTIFY ANY UNDERGROUND UTILITIES WHICH MAY BE EFFECTED BY THE NEW WORK. CONTACT USA (UNDERGROUND SERVICE ALERT) PRIOR TO ANY DIGGING. 3. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO, PAVING, LANDSCAPING AND IRRIGATION, DAMAGED AS A RESULT OF THE NEW WORK. 4. ALL EXISTING PAVEMENT MARKINGS TO REMAIN, U.O.N. 5. ALL NEW WORK, INCLUDING THE ACCESSIBLE PATH OF TRAVEL TO AREA OF ALTERATIONS, IS IN COMPLIANCE WITH CBC SECTION 11 B-202.4. 6. DOOR THRESHOLDS SHALL BE "' HIGH MAX. 7. DOOR LANDINGS SHALL BE LEVEL WITH MAX. 2% CROSS SLOPE IN ANY DIRECTION. 8. ALL DOORS SHALL BE EQUIPPED WITH SINGLE EFFORT, NON GRASPING ( LEVER) HARDWARE, CENTERED BETWEEN 34" AND 44"A.F.F. 9. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITH A SINGLE ACTION WITHOUT THE USE OF A KEY, THUMB TURN, OR ANY SPECIAL KNOWLEDGE OR EFFORT. 10. THE MAXIMUM FORCE REQUIRED TO OPEN INTERIOR AND EXTERIOR DOORS SHALL BE 5 LBS. AND 15 LBS. AT FIRE RATED DOORS. 11. FOR ANY DOORS INDICATED TO RECEIVE PANIC HARDWARE, REFER TO EGRESS PLANS FOR ADDITIONAL INFORMATION. 12. PROVIDE MASTER KEYING PER CLIENT'S DIRECTION. 13. DOOR LOCKSET CYLINDER STANDARD SHALL BE SCHLAGE FULL SIZE INTERCHANGEABLE CORE, 6 PIN, 1 BIT, 6 KEYWAY, 23-030. KEY NOTES NEW 8'-0" H. GALVANIZED CHAIN LINK FENCING WITH VINYL SOLID FABRIC MESH (BLACK). 2 NEW 4'-0" X 8'-0" CHAIN LINK GATE WITH VINYL SOLID FABRIC MESH (BLACK). 3 NEW 10'-0" W. X 10'-0" L. X 12'-6" H. FABRIC MEMBRANE TENT (FABRIC COLOR IS WHITE). 4 TENT DIAGONAL BRACING TO PAVEMENT (SHOWN DASHED). 5 EXISTING LANDSCAPE PLANTER TO REMAIN. 6 EXISTING TRUNCATED DOMES. SEE DET. 8/G4.1 7 NOT USED. 8 EXISTING TRANSFORMER AND SUB -PANEL. 9 EXISTING COMMUNICATION/SECURITY PANELS, SECURE TO UNISTRUT SUPPORT FRAME. 10 NEW UNISTRUT LADDER RACK (FREE-STANDING) FOR OVERHEAD ELECTRICAL CONDUIT. 11 EXISTING ACCESSIBLE CURB CUT RAMP. SEE DET. 12/G4.1 12 GATE HARDWARE SHALL INCLUDE: (3) HINGES / 1 WIRE HINGE (1) ELECTRIFIED LOCKSET W/ PANIC HARDWARE (1) CLOSER CARD READER BY SECURITY VENDOR. SEE SHEET NOTES FOR ADDITIONAL INFORMATION. 13 GATE HARDWARE SHALL INCLUDE: (4) HINGES (1) LOCKSET W/ PANIC HARDWARE (1) CLOSER SEE SHEET NOTES FOR ADDITIONAL INFORMATION. LEGEND OPEN AREA NAME OFFICE 100 AREA NUMBER INDICATES CARD READER CR S1 PHl SIGNAGE TYPE. SEE DETAIL 2/G3.1 INDICATES PANIC HARDWARE studio 268 E. Hamilton Ave Suite B Campbell,CA 95008 Project VP02A PHASE 2 TEMP. OUTDOOR SPACE 19333 VALLCO PKWY, BLDG A CUPERTINO, CA 95014 Consultant Stamp City NO. DESCRIPTION DATE Planning Submittal 03.11.22 — — PROPERTY LINE y ILLUMINATED EXIT SIGN Job # 21088 Date 03.11.22 F.E. ___ -- SURFACE MOUNTED FIRE EXTINGUISHER CABINET, SEE DETAIL 15/G3.1 Scale As Shown ---ROOM 1,000 AREA Sheet Title 100 10� # OF OCCUPANTS - OCCUPANT LOAD ENLARGED SITE PLAN 150� INDICATES POINT OF EGRESS AND EGRESS ANALYSIS # OF OCCUPANTS Sheet # © Copyright HTK Studio, Inc. 2020 AO. 1 Community Development Department Planning Division — Cupertino CUPERTIN4 APPROVED Case # TUP-2022-001 Application Number(s) Approval Body: Director / Staff Approval Date 05/05/22 Signature Gian Paolo Martire Case Manager T.O. TENT_CBEY �12'-6" h T.O. FENCE '41J 8'-0" FINISH GRADE 0'-0" \ 1 EXTERIOR ELEVATION - FACING NORTH 17 1 /4"=1'-0" �A T.0 '41-/ 12'• � T.0 8'--( T.O. TENT BE 12'--6" � T.O. FENCE v 8'-0" j FINISH GRADE \�0'-0" EXTERIOR ELEVATION - FACING EAST 1 /4"=1'-0" T.O. TENLBEI v12'-6" T.O. FENCE v 8'-0" jk FINISH GRADE v 0'-0" EXTERIOR ELEVATION - FACING SOUTH 1 /4"=1'-0" EXTERIOR ELEVATION - FACING WEST 1 /4"=1'-0" T.O. LADDER RACK 9'-6" TEE) FENCE 8'-2" EXISTING CHAIN LINK FENCING L/ I ii- - Ill L Nr\ I LIVVIIYV EXISITING SITE PHOTOS N.T.S. EXISTING TRANSFORMER AND SUB -PANEL TO REMAIN KEY NOTES �1 EXISTING LANDSCAPE PLANTER. 2 EXISTING WALKWAY. 3 EXISTING CHAIN LINK FENCE. 4 NEW 8'-0" H. GALVANIZED CHAIN LINK FENCING WITH VINYL SOLID FABRIC MESH (BLACK). 5 NEW 4'-0" X 8'-0" CHAIN LINK GATE WITH VINYL SOLID FABRIC MESH (BLACK). 6 NEW UNISTRUT LADDER RACK (FREE-STANDING) FOR OVERHEAD ELECTRICAL CONDUIT. 7 NEW 10'-0" W. X 10'-0" L. X 12'-6" H. FABRIC MEMBRANE TENT (FABRIC COLOR IS WHITE). 8 TENT DIAGONAL BRACING TO PAVEMENT. 9 NEW CHAIN LINK FENCE WITH VINYL SOLID FABRIC MESH (BLACK) BEYOND. r Vl[+T1�1l� / "A IAI I II.II/ studio 268 E. Hamilton Ave Suite B CampbelLCA 95008 Project VP02A PHASE 2 TEMP. OUTDOOR SPACE 19333 VALLCO PKWY, BLDG A CUPERTINO, CA 95014 r Consultant Stamp City NO. DESCRIPTION DATE Planning Submittal 03.11.22 Job # 21088 Date 03.11.22 Scale As Shown Sheet Title EXTERIOR ELEVATIONS AND SITE PHOTOS Sheet # Cc) Copyright HTK Studio, Inc. 2020 AT 1 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case # TUP-2022-001 Application Number(s) studio Approval Body: Director / Staff 268 E. Hamilton Ave Approva I Date 05/05/22 Suite B Signature Gian Paolo Martire CampbeILCA 95008 Case Manager Project 4121=20 Permatex Vinyl Coaled Mesh VP02A PHASE 2 Qriestinns? {800j s22-�1fi Architects I EMAI s TEMP. OUTDOOR S PAC E 19333 VALLCO PKWY, BLDG A TRADITIONAL FRAME CUPERTINO, CA 95014 HelpFabrics -cow Fabric for over 40 years Bettcr Wind -Screen through Desizn` Proven. Interchangeable. Commercial Grade. TW.E AZTEC 4.DV441T5,GE Available ABOUT"PRODUCTS PRINTING "1 DEPENDABLE DESIGN AND CONSTRUCTION Products! Construction I Permatex Maul CoaWd dash UPLOAD YOUR FILES WHY TRADITIONAL FRAME? fixed sizes and the "expandable" design allows for P E R M AT EX VINYL COATED MESH modular expansion from the standard square size to SPECIFICATIONS * Commercial Grade Materials any required lenoth_ Sectional tops are attached at * Engineered the seams with a lace or clasp system and a weather Widths- ci Fabrics supplies a high quality vinyl caatcd po€yester Durable resistance hook and loop storm flap. 101, 15', 20' 30' and 40' windscreen material used for batters eyes, fence wind * Traditional Styling Lengths:Expandable 10', 15' and Zo" raids screening, and for supporting adverlis mg. Stands up well to ENGINEERING lilw wind, sun, humidity, sand, dirt abrasion, and cold. ci Fabrics PRODUCT OVERVIEW 20' Wide 8' Leg 110' Bay ASCE 7-10 105 MPH Fabric: -- = Consultant 30` 1Nide 8' Le 10` ASCE 7-10 65 MPH 16oz PVC laminated blcckout white windscreens come in 80%closure. Custom designed to fit your Aztec Tents' Traditional Frame tent is designed and g Bay I standard membrane. Translucent constructed to achieve profitability. Passionately 30' Wide 8 Leg 15' Bay I ASCE 7-10 50 MPH white and other colors are available. _ Specifications. crafted by the world's best tent craftsmen, Aztec's 40'Wide S' Leg 10` Bay I ASCE 7-10 40 MPH All material treated for mildew Traditional Frame tent is best in class. The Traditional resistance and UV degradation Windscreens have 4-ply sewn hems. Grommel spacing IS 2' on Frame tent will provide optimal temporary event space while ensuring that the elements stay outside. Hardware: 12 i!! center all around and our Thigh screens hue a middle scam Commercial grade toughness means Aztec's Traditional ONLINE PRODUCT INFORMATION 6061-T6 Anodized Aluminum fram., e 9.choose cleartops foranique look 2. Topaattachto;lrame with s,a;nbuckles less 3. Laazeconnenion iorexpandable system with powder coated steeltops d.Maspconnectioniorexpaadanletops5.Topsavailable sokdand striped versions 6.AddcarporBtekogosorgraphin with grommets Ton center. Standard sites are 6' and 9'tall, Frame tent will withstand the test of time. See our website for additional many rent top fittings. - but custom heights are availahle. - images and information on the } Aztec Tents` Traditional Frame tent is a staple within Traditional frame tent system. • Mesh fabric the rental industry. based upon the "West Coast frame Flame Retardancy; TENT FABRIC COLOR SHALL BE WHITE. system", most frame components are interchangeable NFPA 701, CA State Fire Marshal * Custom Sizes between different sizes. One piece fame teats are Title 19, CAN ULC S109-03 * opacity:80% Printing Available BC 2013, ASCE 7-10 TENSILE STREN67H Common Accessories: rG.SRIc WFIGHT WARIF FILL pENIFR Sidewails, rain gutters, ground cloths, YrrylMesh 9.0wyd2 315IS 350 un 1000 supplemental anchoring and repair kits Stamp MATERIALS CONFIGURATIONS P.vc Mesh (Cwnl COLO No NEI Black lue Ear3r Gtecn Hip Frame Gable Frame %Lea,-toFrame Let ono of our sales experts pul together a custom quote just fur rnu. CALL US TODAY800-228-3687 AZTECTENTS.COM+ i M + :11 ■: + httpaJ1www.cifabrics.comiprod uci)permatex-vinykoated-mash!# 112 City Illp-M-M 1 7M PERMATEX VINYL SOLID STa, Hip Corner (L) STD. Hip Corner (R) 4-Way Crown J RERMATE VINYL SOLID � � APPLICATION,i -creep a Sight -Block $TD.BUseplote I 10' � � a Vinyl (PVC) Solid a U V Inhibitor * FFZ (Avtiilb SIDE 1IIE1N n ISOMETRIC VIEW Z 6 COLOR DENIER WEIGHT TE�i�tLE STREhIGTI� WAn p FILL o 10' x 10' STANDARD FRAMF TENT Black 1 N 14.E Cr=Jb:3/i1-n2 30N 1h S/DF1 Ln NO. DESCRIPTION DATE NV Planning Submittal 03.11.22 W Blue 100 14.6 Wyd" 350 Ib /W 300 Ib sf inz White 1000 14.0 o yd' 5D Ib An' 300 IhOli x Red 100 14.0 o yd" 35D Ib iin2 00 1 b f in' � xcc Custom z t7i 9,-4" H A H A r�F NA NA H A N A Z FRONT VIEW N{y Nq HA"� PLAN VIEW CONFIDENTIAL -NOW-M AM N/A 5/2b/2Qi6 Job # 21088 wr, 1 or 1 H(JG4.R Date 03.11.22 Scale As Shown 2335 MaIr�Qni Cl?vrt, 5;�n Diiw?r C� 9 1154-71-4 1 * -riFaWr_5 x�Q m - TQI; G 11�_661, 7166 + Fix; 619.661. 1607 $} Copyrrtht 2004 -c iFa6rics Ail riots reserved S-paairatbonv sly occ Tu chanpu w,ithauz rkrpri[Q. Sheet Title FENCE FABRIC PRODUCT DATA TENT PRODUCT DATA N.T.S. ��� N.T.S. PRODUCT CUT SHEETS Sheet # C) Copyright HTK Studio, Inc. 2020 A9.1