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Planning Set 2-20-18.pdfLEGEND & ABBREVIATIONS STORE #0490 MARK 5F 48 SHEET INDEX TS1.01 TITLE SHEET rT D1.0 SITE PLAN D1.1 SITE PLAN - DETAILS 1.0 PHOTO LANDSCAPE PLAN EXTERIOR REFRESH UPGRADE & INTERIOR REMODEL ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, PLUMBING, MECHANICAL, ELECTRICAL & KITCHEN DRAWINGS. gtin Cb/, rho & AND MAT. MATERIAL 4 Bltid - Cn 0 AT MAX. MAXIMUM �5s N A.B. ANCHOR BOLT M.B. MACHINE BOLT P �{ ASPHALTIC CONCRETE MECH. MECHANICAL DA.C. INDICATES SHEARWALL LOCATIONS WHERE A.C.I. AMERICAN CONCRETE INSTITUTE MEZZ. MEZZANINE NO CONDUIT OR PIPING WILL BE PERMITTED ACP ACOUSTIC CEILING PANEL MFR. MANUFACTURER TO PENETRATE SILL OR TOP PLATE. SEE A.D.A.A.G. AMERICANS WITH DISABILITIES ACT MIN. MINIMUM PLANS FOR ADDITIONAL NOTES. ACCESSIBILITY GUIDELINES MISC. MISCELLANEOUS A.F.F. or AFF ABOVE FINISH FLOOR MPH MILES PER HOUR ® ALUM. ALUMINUM M.P.S. MODULAR PANELBOARD BATT INSULATION A.P.A. AMERICAN PLYWOOD ASSOCIATION SYSTEM A.Q.T. ABRASIVE QUARRY TILE M.S.B. MAIN SWITCH BOARD ARCH. ARCHITECTURAL MTL. METAL ® RIGID INSULATION A.S.T.M. AMERICAN SOCIETY FOR TESTING MATERIALS (N) NEW NO. or # NUMBER BLK'G or BLKG BLOCKING N.I.C. NOT IN CONTRACT GYPSUM BOARD B.N. BOUNDARY NAIL N.T.S. NOT TO SCALE A.O. BOTTOM OF BM. BEAM O.C. ON CENTER CERAMIC AND QUARRY TILE B.O.J. BOTTOM OF JOIST O.F.C.I. OWNER FURNISHED, B.U.R. BUILT UP ROOFING CONTRACTOR INSTALLED BOTT. or (B) BOTTOM O.F.0.1. OWNER FURNISHED, ® OWNER INSTALLED PLYWOOD C CONDUIT O.H. OPPOSITE HAND C.L. or CENTER LINE OPNG. OPENING C.B.B. CEN S BACKER BOARD CONCRETE C.D. CORE DRILL P.C. PLUMBING CONTRACTOR C.J. CONTROL JOINT (COLD JOINT) PERP. PERPENDICULAR CLG. CEILING P. LAM PLASTIC LAMINATE OR ® MASONRY CLR. CLEAR PARALLAM (BEAM) C.M.U. CONCRETE MASONRY UNIT PL. PLATE COL. COLUMN P.L. PROPERTY LINE ® CON. CONCRETE PPLYWOOD ASPHALTIC CONCRETE PAVING CONN. CONNECTION POSOS or P.O.S. POINT OF SALE CONST. CONSTRUCTION PR. PAIR CONST. JT. CONSTRUCTION JOINT PSF. POUNDS PER SQ. FOOT =III-III-III=11 EARTH GRADE CONT. CONTINUOUS PSI. POUNDS PER SQ. INCH III-III=III-III CONTR. CONTRACTOR P.T. PRESSURE TREATED COMP COMPACTED (ION) C.T. CERAMIC TILE Q.T. QUARRY TILE SAND BASE QTY. or QTY QUANTITY DBL. DOUBLE DEG. or ' DEGREE RAD.OR (R) RADIUS KITCHEN ROOM NAME DIA. or 0 DIAMETER REINF. REINFORCEMENT 110 ROOM NUMBER DIM• DIMENS ON DIAGONAL R.O. ROUGH ORIENTATION DR. DOOR S.C. SAW -CUT JOINT DWG.(S) DRAWING(S) SCHED. SCHEDULE 128 FINISHES & EQUIPMENT SEE ID DRAWINGS SHT. SHEET (E) EXISTING SIM. SIMILAR EA. EACH SM SHEET METAL E.C. ELECTRICAL CONTRACTOR SMS SHEET METAL SCREW E.F. EACH FACE SPEC -(S) SPECIFICATION(S) 100 EQUIPMENT, SEE KITCHEN DRAWING SQ. SQUARE EL. or ELEV. ELEVATION E.N. EDGE NAIL SQ. IN. SQUARE INCH E.O.C. EDGE OF COUNTER / EDGE OF SQ. FT. SQUARE FOOT 00 EXTERIOR MATERIAL / FINISH EQUIPMENT S.S. STAINLESS STEEL ELEC. ELECTRICAL STD. STANDARD AA EXTERIOR COLOR STL. STEEL EQ. or = EQUAL EQUIP. EQUIPMENT STRUCT. STRUCTURAL 1 E.S. EACH SIDE SUSP. SUSPENDED EXP. EXPANSION S.W. SHEARWALL 4 A7.0 2 INTERIOR ELEVATION EXT. EXTERIOR SYM. SYMMETRICAL FACT. FACTORY (T) TOP 3 F.D. FLOOR DRAIN TEMP. TEMPERED (TEMPERATURE) FDN. FOUNDATION T.G. TEMPERED GLASS F.F. FINISHED FLOOR THK. THICKNESS 101 DOOR SYMBOL F.F.L. FINISHED FLOOR LEVEL T & G TONGUE & GROOVE F.G. FLOAT GLASS T.N. TOE NAIL FLR. FLOOR T.O. TOP OF FIN. FINISH T.O.B. TOP OF BEAM O KEY NOTES F.N. FIELD NAIL T.O.C. TOP OF CURB F.O.B. FACE OF BEAM T.O.F. TOP OF FOOTING F.O.F. FACE OF FINISH T.O.PL. TOP OF PLATE F.O.J. FACE OF JOIST T.O.S. TOP OF SLAB OA F.O.M. FACE OF MASONRY T.O.W. TOP OF WALL SHEARWALL ANCHOR BOLT SYMBOL / F.O.P. FACE OF POST TYP. TYPICAL F.O.S. FACE OF STUD F.R.P. FIBERGLASS REINFORCED PANEL U.B.C. UNIFORM BUILDING CODE F.S. FLOOR SINK U.O.N. UNLESS OTHERWISE NOTED F-1 FOOTING SYMBOL FT. FOOT or FEET U.S.P. UNDER SEPARATE PERMIT FTG. FOOTING VERT. OR (V) VERTICAL GA. or GA GAUGE (GAGE) V.W.C. VINYL WALLCOVERING 2 DETAIL NUMBER G.B. or GYP. BD. GYPSUM BOARD SHEET NUMBER G.C. GENERAL CONTRACTOR W/ WITH A7.0 GALV. GALVANIZED WD. WOOD G.I. GALVANIZED IRON W.G.B. WATER RESISTANT GYPSUM GLB. GLUE -LAMINATED BEAM BOARD W.I.B. WALK-IN or WALK IN BOX 1 WALL SECTION NUMBER / ELEV. NUMBER H.D. HUB DRAIN WT. WEIGHT S5.0 SHEET NUMBER HDR. HEADER WWM. WELDED WIRE MESH HDW. HARDWARE HGR. HANGER HGT. or HT. HEIGHT 1 BUILDING SECTION NUMBER H.M. HOLLOW METAL SHEET NUMBER HORIZ. or H HORIZONTAL A6.0 H.S.B. HIGH STRENGTH BOLT I.B.C. INTERNATIONAL BUILDING CODE I.D. INTERIOR DESIGN 1 REVISION SYMBOL IN. INCH INFO. INFORMATION ELEVATION DATUM MARK INT. INTERIOR / INV. INVERTED JT. or JNT JOINT Ilk DIMENSION TO EDGE / FACE OF OBJECT JIB or J.I.B. Jack in the Box, Inc. JST. JOIST L ANGLE DIMENSION TO CENTER LINE OF OBJECT LG or LB or #POUNDS LG. LONG 1451 SOUTH DE ANZA BLVD. CUPERTINO, CA 95014 GENERAL NOTES 1. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS OR SPECIFICATIONS, IN THIS PACKAGE, NOTIFY ARCHITECT IMMEDIATELY. 2. ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS & PROGRAMS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK ON THE PROJECT. 3. ARCHITECT HAS NOT BEEN RETAINED FOR REVIEW, SUPERVISION OR ADMINISTRATION OF THE CONTRACT, NOR CERTIFICATION OF PAYMENTS, CONSTRUCTION COORDINATOR SHALL BE OWNER'S REPRESENTATIVE DURING CONSTRUCTION & UNTIL FINAL PAYMENT IS MADE. THE OWNER'S REPRESENTATIVE WILL REVIEW THE PROJECT & RENDER NECESSARY DECISIONS FOR THE PROGRESS OF THE WORK. 4. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE IN ACCORDANCE WITH ALL CURRENT APPLICABLE NATIONAL, STATE, AND LOCAL CODES, ORDINANCES, AND REQUIREMENTS BY THE GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, ORDINANCES, REQUIREMENTS, ETC ARE SPECIFICALLY SHOWN ON THE DRAWINGS AND/OR CALLED FOR IN THE SPECIFICATIONS. 5. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION, CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 6. GENERAL CONTRACTOR SHALL COORDINATE THE DELIVERY OF ALL OWNER SUPPLIED EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EQUIPMENT AT THE TIME OF DELIVERY AND SHALL NOTIFY EQUIPMENT SUPPLIER OR ANY DEFICIENCIES OR DAMAGED EQUIPMENT AND ARRANGE FOR REPLACEMENT. 7. PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED. 8. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT LAWS, CODES, REGULATIONS, GOVERNING AGENCIES AND MANUFACTURE SPECIFICATION, UNLESS GREATER REQUIREMENTS ARE INDICATED, OR ARE NECESSARY FOR SAFE WORKING CONDITIONS. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH THE WORK. 10. ARCHITECT SHALL APPLY FOR ELECTRICAL, HVAC MECHANICAL, AND PLUMBING PERMITS. 11. ARCHITECT, SHALL APPLY FOR ALL PERMITS WHICH INVOLVE DRAWING SUBMITTAL AND PROCESSING, BUILDING, FIRE, AND ENVIRONMENTAL HEALTH. 12. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER'S ENGINEER WITH A CONSTRUCTION SCHEDULE PRIOR TO STARTING THE WORK, SHALL PROVIDE A QUALIFIED JOB SUPERINTENDENT THROUGHOUT THE WORK, AND PROVIDE THE OWNER WITH PHOTOS SHOWING PIPING AND ELECTRICAL TRENCHES PRIOR TO BACK FILL, AND SHALL PROVIDE A SET OF "AS BUILT" MARKUPS AT COMPLETION. 13. THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGN PER OSHA REQUIREMENTS. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE CLEANLINESS, INCLUDING PROVISIONS OF A DEBRIS BOX WITH REGULAR SERVICING, REMOVAL OF ALL CONTRACTOR REFUSE AND DEBRIS, AND SWEEPING OF THE ENTIRE YARD AREA AT COMPLETION OF THE WORK. 15. ALL PROCEDURES, TESTING, MATERIALS, LABOR, AND EQUIPMENT SHOWN ON THE PLANS SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE IN THESE PLANS, EQUIPMENT OR MATERIALS NOTED ONLY AS "FURNISHED BY OWNER" SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. 16. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES, IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE ARCHITECT. 17. ERRORS AND/OR OMISSIONS IN THE SCHEDULES DOES NOT RELIEVE THE CONTRACTOR FROM EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. 18. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH WILL EXCEED THE QUANTITIES LISTED IN THE CBC TABLE 307.1 (1) AND 307.1(2). VICINITY MAP FL ShadowhiII Lna �[ GM11 Dr C a - 4 �¢mllow Dr 0 Rainbow Dr Rainbow Dr Rainbow Dr � 0 > ,a v h� Rainbow 0' Orange Blossom Dr o P1 rf� Peach Blossom Dr O Yamagsml's Nursery Normandy Way It � yVIydffowerWay <n Jack in the Bax d Newcastle Dr T N a o L_ .a t c Sharon Or � Waterrarl� I'.. SL SITE LOCATION halal Meats W Saratoga Plaza u, 4onccpI Dr Ao Shopping Center 0 m parnharl PI o, �a CL Prospeci Rdprospect Rd Prospect Rd mm ti Br Mer da or .., p F ,a, r� n Proslaecr Rd m ,%(ioor Way ra v Devon Way A1.0 FLOOR PLAN A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS PROJECT DESCRIPTION JACK IN THE BOX IS PROPOSING TO REMODEL AN EXISTING 2,196 S.F. BUILDING WITH AN EXISTING DRIVE THRU. PROJECT IS MAINTAINING EXISTING OCCUPANCY AND CURRENT USE. THE PROJECT CONSISTS OF NEW EXTERIOR PAINT UPGRADE OF THE EXISTING "JACK IN THE BOX". NEW EXTERIOR WALL LIGHTING WILL BE ADDED TO NEW PARAPET. STRUCTURAL RETROFIT AND NEW ROOF. THE PROJECT ALSO CONSISTS OF IN INTERIOR REMODEL: ADA COMPLIANT RESTROOMS, NEW DINING ROOM SEATING AND FINISHES, NEW FINISHES IN RESTROOMS, NEW LED LIGHTING THROUGHOUT BUILDING. HOURS OF OPERATION ARE 6:30AM-2:OOAM FOR THE DINING ROOM, AND 24 HR. OPERATION FOR THE DRIVE-THRU. TOTAL NUMBER OF EMPLOYEES: ±45 TOTAL NUMBER OF EMPLOYEES ON LARGEST SHIFT: 8 UNDER SEPARATE PERMIT 1. ALL NEW BUILDING SIGNAGE. CONSULTANT INFORMATION TITLE SHEET SITE ARCHITECTURAL (TOTAL OF 8 SHEETS) i n the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site-odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site-specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 2: 3: BID: CONSTRUCTION: REVISIONS Comments from Planning and Public Works 5/4/11 ZL Comments from Planning and Public Works 1/12/11 0 0 ARCHITECT: BUILDING OWNER: PM DESIGN GROUP, INC. JIB RESTRAUANT GROUP, INC. ROY PEDRO, ARCHITECT PHILIP HSIA 6930 DESTINY DR., SUITE 100 1451 SOUTH DE ANZA BLVD. ��SED A RC y�T ROCKLIN, CA 95677 CUPERTINO, CA 95014 PE�� FOS PHONE: (916) 226-5487 PHONE: (408) 255-3126 CONTACT: DAVID LUNDY philip.hsia®gmail.com C-28504 dlundy@pmdginc.com REN. 1/31/19 MEP ENGINEER: STRUCTURAL ENGINEER: �T�TFOF CP,0 0 \� ROBISON ENGINEERING CULLUMBER ENGINEERING PAUL ROBISON, PRINCIPAL WESLEY CULLUMBER, S.E. 20300 19TH AVENUE NE 6930 DESTINY DR., SUITE 300 SHORELINE, WA 98155 ROCKLIN, CA 95677 PHONE: (206) 364-3343 PHONE: (916) 251-9798 FAX: (206) 364-3363 BUILDING DATA OWNER: Jack in the Box Inc. (J.I.B.) DESIGN JACK IN THE BOX # 0490 BUILDING ADDRESS: 1451 SOUTH DE ANZA DLVD. A r c h i t e c t u r 1 CUPERTINO, CA 95014 Solutions G r o I!j n LEGAL JURISDICTION: CITY OF CUPERTINO, SANTA CLARA COUNTY, 6930 DESTINY DRIVE STATE OF CALIFORNIA SUITE 100 ROCKLIN, CA 95677 PLANNING ZONE: P (CG, RES 5-15) ASSESSOR'S PARCEL NO. 366-19-044 (916)415-5358 rpedro@pmdginc.com MUNICIPAL CODES: 2016 CALIFORNIA ADMINISTRATIVE CODE 2016 CALIFORNIA BUILDING CODE Roy W. Pedro, Architect 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE SITE INFORMATION 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA GREEN CODE STANDARDS AND ALL MK TYPE: MK5F_48 APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS JIB #: 0490 EXISTING BUILDING AREA: ±2,236 S.F. (EXISTING). ADDRESS: BUILDING HEIGHT: 1 STORY, 20'-11" 1 451 S. DE ANZA BLVD TOTAL SITE AREA: ±22,314 S.F. CUPERTINO, CA 95014 EXISTING SEATING: 34 SEATS PROPOSED SEATING: 36 SEATS DRAWN BY: OCCUPANCY: A-2 - RESTAURANT (EXISTING) PROJECT #: JRG17001.0 TYPE OF ONSTRUCTION: V -B NON-SPRINKLERED) SCALE: AS NOTED PARKING REQUIREMENTS: 1 PER 3 SEATS = 12 SPAC S 1 PER EMPLOYEE = 7 SPACES TITLE 1 BIKE RACK PER 2000 S.F. FLOOR SPACE = 2 RACKS EXISTING: 19 TOTAL G SPACES (g PACES, 1 ADA ACCESSIBLE PARKING SPACE) SHEET 4 EXISTING BIKE RACKS PROVIDED. PROPOSED: NO CHAN S HOURS OF OPERATION: 6:30AM-2:OOAM FOR DINING AREA 24 HOUR FOR DRIVE-THRU TS1 mO 0 �7 0India Cash And Carry V1 V4 Vu c V gtin Cb/, rho M m Blue Hill Dr Blue 1.1111 or 4 Bltid - Cn n HollnnderryPI Q 65CBakery0 = Vim CallinaApaftments �5s N Cafe - San Jose f"hylysAve P �{ Kingsbury P' h3 Barlk Ln Bark Ln . C r Bedand ct N y o m �r Coronado Dr Calabasas Park Ca FL ShadowhiII Lna �[ GM11 Dr C a - 4 �¢mllow Dr 0 Rainbow Dr Rainbow Dr Rainbow Dr � 0 > ,a v h� Rainbow 0' Orange Blossom Dr o P1 rf� Peach Blossom Dr O Yamagsml's Nursery Normandy Way It � yVIydffowerWay <n Jack in the Bax d Newcastle Dr T N a o L_ .a t c Sharon Or � Waterrarl� I'.. SL SITE LOCATION halal Meats W Saratoga Plaza u, 4onccpI Dr Ao Shopping Center 0 m parnharl PI o, �a CL Prospeci Rdprospect Rd Prospect Rd mm ti Br Mer da or .., p F ,a, r� n Proslaecr Rd m ,%(ioor Way ra v Devon Way A1.0 FLOOR PLAN A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS PROJECT DESCRIPTION JACK IN THE BOX IS PROPOSING TO REMODEL AN EXISTING 2,196 S.F. BUILDING WITH AN EXISTING DRIVE THRU. PROJECT IS MAINTAINING EXISTING OCCUPANCY AND CURRENT USE. THE PROJECT CONSISTS OF NEW EXTERIOR PAINT UPGRADE OF THE EXISTING "JACK IN THE BOX". NEW EXTERIOR WALL LIGHTING WILL BE ADDED TO NEW PARAPET. STRUCTURAL RETROFIT AND NEW ROOF. THE PROJECT ALSO CONSISTS OF IN INTERIOR REMODEL: ADA COMPLIANT RESTROOMS, NEW DINING ROOM SEATING AND FINISHES, NEW FINISHES IN RESTROOMS, NEW LED LIGHTING THROUGHOUT BUILDING. HOURS OF OPERATION ARE 6:30AM-2:OOAM FOR THE DINING ROOM, AND 24 HR. OPERATION FOR THE DRIVE-THRU. TOTAL NUMBER OF EMPLOYEES: ±45 TOTAL NUMBER OF EMPLOYEES ON LARGEST SHIFT: 8 UNDER SEPARATE PERMIT 1. ALL NEW BUILDING SIGNAGE. CONSULTANT INFORMATION TITLE SHEET SITE ARCHITECTURAL (TOTAL OF 8 SHEETS) i n the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site-odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site-specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 2: 3: BID: CONSTRUCTION: REVISIONS Comments from Planning and Public Works 5/4/11 ZL Comments from Planning and Public Works 1/12/11 0 0 ARCHITECT: BUILDING OWNER: PM DESIGN GROUP, INC. JIB RESTRAUANT GROUP, INC. ROY PEDRO, ARCHITECT PHILIP HSIA 6930 DESTINY DR., SUITE 100 1451 SOUTH DE ANZA BLVD. ��SED A RC y�T ROCKLIN, CA 95677 CUPERTINO, CA 95014 PE�� FOS PHONE: (916) 226-5487 PHONE: (408) 255-3126 CONTACT: DAVID LUNDY philip.hsia®gmail.com C-28504 dlundy@pmdginc.com REN. 1/31/19 MEP ENGINEER: STRUCTURAL ENGINEER: �T�TFOF CP,0 0 \� ROBISON ENGINEERING CULLUMBER ENGINEERING PAUL ROBISON, PRINCIPAL WESLEY CULLUMBER, S.E. 20300 19TH AVENUE NE 6930 DESTINY DR., SUITE 300 SHORELINE, WA 98155 ROCKLIN, CA 95677 PHONE: (206) 364-3343 PHONE: (916) 251-9798 FAX: (206) 364-3363 BUILDING DATA OWNER: Jack in the Box Inc. (J.I.B.) DESIGN JACK IN THE BOX # 0490 BUILDING ADDRESS: 1451 SOUTH DE ANZA DLVD. A r c h i t e c t u r 1 CUPERTINO, CA 95014 Solutions G r o I!j n LEGAL JURISDICTION: CITY OF CUPERTINO, SANTA CLARA COUNTY, 6930 DESTINY DRIVE STATE OF CALIFORNIA SUITE 100 ROCKLIN, CA 95677 PLANNING ZONE: P (CG, RES 5-15) ASSESSOR'S PARCEL NO. 366-19-044 (916)415-5358 rpedro@pmdginc.com MUNICIPAL CODES: 2016 CALIFORNIA ADMINISTRATIVE CODE 2016 CALIFORNIA BUILDING CODE Roy W. Pedro, Architect 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE SITE INFORMATION 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA GREEN CODE STANDARDS AND ALL MK TYPE: MK5F_48 APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS JIB #: 0490 EXISTING BUILDING AREA: ±2,236 S.F. (EXISTING). ADDRESS: BUILDING HEIGHT: 1 STORY, 20'-11" 1 451 S. DE ANZA BLVD TOTAL SITE AREA: ±22,314 S.F. CUPERTINO, CA 95014 EXISTING SEATING: 34 SEATS PROPOSED SEATING: 36 SEATS DRAWN BY: OCCUPANCY: A-2 - RESTAURANT (EXISTING) PROJECT #: JRG17001.0 TYPE OF ONSTRUCTION: V -B NON-SPRINKLERED) SCALE: AS NOTED PARKING REQUIREMENTS: 1 PER 3 SEATS = 12 SPAC S 1 PER EMPLOYEE = 7 SPACES TITLE 1 BIKE RACK PER 2000 S.F. FLOOR SPACE = 2 RACKS EXISTING: 19 TOTAL G SPACES (g PACES, 1 ADA ACCESSIBLE PARKING SPACE) SHEET 4 EXISTING BIKE RACKS PROVIDED. PROPOSED: NO CHAN S HOURS OF OPERATION: 6:30AM-2:OOAM FOR DINING AREA 24 HOUR FOR DRIVE-THRU TS1 mO GENERAL NOTES 1. REPAINT PARKING LOT AS NEEDED. Q 2. MODIFY EXISTING IRRIGATION AS NEEDED FOR NEW PLANTINGS. 3. CITY WILL PROVIDE CONTRACTOR AT NO CHARGE, THREE -NO DUMPING FLOWS TO CREEK'STORM DRAIN INLET MARKERS FOR INSTALLATION. COORDINATE WITH ALEX WYKOFF OR CHER] DONNELLY WHEN READY PRIOR TO FINAL INSPECTION. APPROVAL Asff_: _D7 ApW(iaa4ian Number U (E) LS TO REMAIN (E) CURB TO BE REMOVED EX&/l',` (N) CURB— IRRIGATION TO - (N) PLANTER AS NEEDED (N) CANOPY OYER (E) PREVIEW MENU MENU ORDER BOARD. ORDER BOARD SEE DET. 2/501.1 5 0 W -E 140A0' a aai�+'f' + + G+^ 9s*�+ + + tp + PLANT SCHEDULE +a+ (E) TRASH 11 TMR� V� Sn ga BOTANICAL NAME COMMON NAME CONT WUCOLS ,,TREES (E) EXISTING TREES/SHRUBS TO REMAIN 11P o.lncfLnwA1 AYI DEWALK j ,J 6 LAGERSTROEMIA X 'CHEROKEE' CRAPE MYRTLE RED 15 GAL LOW Q 8 RHAMNUS CA 'MOUND SAN BRUNO' CA COFFEEBERRY 5 GAL LOW O 130 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL LOW } 50 DIETES VEGETA AFRICAN IRIS 5 GAL LOW GENERAL NOTES 1. REPAINT PARKING LOT AS NEEDED. Q 2. MODIFY EXISTING IRRIGATION AS NEEDED FOR NEW PLANTINGS. 3. CITY WILL PROVIDE CONTRACTOR AT NO CHARGE, THREE -NO DUMPING FLOWS TO CREEK'STORM DRAIN INLET MARKERS FOR INSTALLATION. COORDINATE WITH ALEX WYKOFF OR CHER] DONNELLY WHEN READY PRIOR TO FINAL INSPECTION. APPROVAL Asff_: _D7 ApW(iaa4ian Number U (E) LS TO REMAIN (E) CURB TO BE REMOVED EX&/l',` (N) CURB— IRRIGATION TO - (N) PLANTER AS NEEDED (N) CANOPY OYER (E) PREVIEW MENU MENU ORDER BOARD. ORDER BOARD SEE DET. 2/501.1 5 0 W -E 140A0' a aai�+'f' + + G+^ 9s*�+ + + tp + zA'1} lZQ'4ry +a+ (E) TRASH 11 TMR� V� Sn LL +:� ENCLOSURE � (N) BWE OAT GRA65,1 2 11P o.lncfLnwA1 AYI DEWALK (�Q 5 sG..\l bs o. sf�A°� uR °_ ° (N) Pueuc OQ OCt (EQ) LS TO REMAIN (E) LS AND OURS (AI v Ll (E) ROSE BUSHES TO fk - �0 1x as+ (E)PARKING a+1AA I- 2% STORM DRAIN INLET 47_ (E) LS TO RFLIAAIN 5F48/P 2,236 SO. FT. (E) LS TO REMAIN (E) CONIC. (E) AC PAVEMENT (E) BIKE RACK TO REMAIN aQ00000*0000� O,,pD I) (N) WASTE TRIO. RECYCLE AWAY - MOOEL N1, •RECYCLE•, •TRASH•, M 'COMPOST" LABELS, (N) CIGARETTE BUTT URN. INSTALL DOME COYETBS ON ALL RECEPTACLES. TYP. STORM DRAIN INLET MARKER, NO DUMPING FLOWS TO CREEK• \� INSTALL (N) •BIO CLEAN —TUBE STEEL POST ENVIRONMENTAL` GRATE INLET FOR ROOF ABOV£ FILTERS (GISB) ON ALL THREE (TYP OF 4) (E) SIZE STORM ORAIN INLETS. SEE DET. 1/SD1.1 CONTRACTOR TO VERIFY EXACT SIZING BEFORE ORDERING. TYPQ (E) CURB T0� BE REMOVED \ 0 ft➢ (N) CURB O � 1 �IF) STORM WATER �KKF FLOW ONES. TYP. (N) 5' WIDE PATH OF TRAVEL TO PUBLIC R.D.W. S. DE ANZA BLVD. EXISTING PARKING EXISTING LANDSCAPE COVERAGE: COUNT: LOT = 22,314 S.F. +/- 18 STANDARD LANDSCAPE = 5,250 S.F +/- 01 ACCESSIBLE 5,250/22,314 = 24% 19 TOTAL SITE PLAN a SCA18 r- is (N) CURB - (N) VAN ACCESSIBLE PARKING zA'1} lZQ'4ry ?� al(aw nd (N) STREET fY sk�9 n�. TREE O J O £3 11 TMR� V� Sn LL snlA+-�E(51 � (N) BWE OAT GRA65,1 2 11P o.lncfLnwA1 AYI DEWALK (�Q 5 sG..\l bs o. sf�A°� uR °_ ° (N) Pueuc (N) WASTE TRIO. RECYCLE AWAY - MOOEL N1, •RECYCLE•, •TRASH•, M 'COMPOST" LABELS, (N) CIGARETTE BUTT URN. INSTALL DOME COYETBS ON ALL RECEPTACLES. TYP. STORM DRAIN INLET MARKER, NO DUMPING FLOWS TO CREEK• \� INSTALL (N) •BIO CLEAN —TUBE STEEL POST ENVIRONMENTAL` GRATE INLET FOR ROOF ABOV£ FILTERS (GISB) ON ALL THREE (TYP OF 4) (E) SIZE STORM ORAIN INLETS. SEE DET. 1/SD1.1 CONTRACTOR TO VERIFY EXACT SIZING BEFORE ORDERING. TYPQ (E) CURB T0� BE REMOVED \ 0 ft➢ (N) CURB O � 1 �IF) STORM WATER �KKF FLOW ONES. TYP. (N) 5' WIDE PATH OF TRAVEL TO PUBLIC R.D.W. S. DE ANZA BLVD. EXISTING PARKING EXISTING LANDSCAPE COVERAGE: COUNT: LOT = 22,314 S.F. +/- 18 STANDARD LANDSCAPE = 5,250 S.F +/- 01 ACCESSIBLE 5,250/22,314 = 24% 19 TOTAL SITE PLAN a SCA18 r- is (N) CURB - (N) VAN ACCESSIBLE PARKING Q Oo . 312... , zA'1} lZQ'4ry ?� al(aw nd (N) STREET fY sk�9 n�. TREE O J O £3 11 TMR� V� Sn LL snlA+-�E(51 (N) BWE OAT GRA65,1 2 fE�yLS 11P o.lncfLnwA1 AYI DEWALK 11,>K ft15' sG..\l bs o. sf�A°� uR �anjv OQ OCt CO( (N) CA FFEEBERRY. TYP SL�� C,rj, (E) LS AND OURS (AI v Ll (E) ROSE BUSHES TO fk - �0 1x REMAIN. TYP OC kJ a+1AA I- 5+ rn Q Oo . 312... , e n ?� al(aw nd (N) STREET fY sk�9 n�. TREE O J O £3 . LL R=2 D' Q 2 (N }UBLIC R/w /W O a° DEWALK 11,>K ft15' I OPO9b0•E 119.93' OQ OCt (N) CRAPE MYRTLE TYP OF 6 (E) LS AND OURS (AI (N) AFRICAN IRIS. TYP D o Dec °AA:{I,na( A�pp4,GvI• 51A4 gm;,Je OAL P plums - wi' (N) 54,_+/{gree Alt NILETMMARKE NO DUMPING I, NAi O`J # FLOWS TO CRE ' P`~•� BLUE OAT R10' SIGN TO TO BEBE REMOVED® d IN) CURP, ,�S 00 / R=2 D' 2 (N }UBLIC R/w /W DEWALK 11,>K ft15' I OPO9b0•E 119.93' OQ OCt (E) LS AND OURS (AI TO BE REMOVID 0 I in the box 9310 BAIHOA AVENUE SAN DIEGO, CA 92121 0 2007 Jack 91 the ft Ini w �1� nom• �n m'�e Mme N Ile pmlw�s tll�v'�oo�emt mn„ywv+a-�wn��w� �nl mmw"w w+�r+nw DATES RDFASE, AUG. 24, 2015 P.Y. UPDATE: SEPT. 22, 2016 SUBMRTAL DATE, 1: z x BD CONSTRUCTION: REVISIONS 0 �m9srxreYsmn p �+NeelrrWWW.,mm �.ea mArru166Wn © bmb MlY�rRlYlIm VMN 0 0 `e2SE0 ARCNlf REN.1/31/in F PM DESIGN Architectural Solutions Group OW DMNY DRIVE Sumo ROCKLIN. CA 956]] xww�6ran Mm.n SITE INFORMATION MK IYPL MK5F_4B JIB 0490 ABDRI3S 1451 S. DE ANZA BLVD CUPERTINO, C4 95014 DRAWN V. BL PROJECT j: JRGn0O1.o SG - AS NOTED SITE PLAN SD1.0 24 GA. GSM FLASHING. PAINT TO MATCH ROOF COLOR. FLASHING TO WRAP 6 j ROOF PLAN 5 UNDERNEATH METAL STUDS. SD1.1 SD1.1 s SD1.1 12 5 1 SD1.1 OTRASH ENCLOSURE ELEVATION AEP SPAN H-36 20 GA. METAL PANEL ROOFING. COLOR: GREY N I 0 HSS PER PLAN, PRIMED AND PAINTED I L3 X 5 X i" X O' X 9" GALV. W/ (2) GALV. 5/8" DIA SIMPSON WEDGE — ALL @ 6" GAGE W/ 4 1/2" MIN EMBED. INSTALL PER ICC ER -3631 + + TUBE STEEL POST FOR ROOF ABOVE. TYP OF 41+1 L EXISTING TRASH ENCLOSURE OTRASH ENCLOSURE -ENLARGED CMU TRASH ENCLOSURE 3/16 Zt + (N) 6" CURB (N) SLAB A d ° a i ° A ° d 1 1/2" NON 00 SHRINK GROUT _ 1/2"0 AB W/ DBL NUTS, IMBED 12" MIN., TYP 3" CLR (2) #4 EA WAY 1'-8» SQUARE NOTE: FOOTING AT COLUMN LOCATION ONLY. TIE INTO CMU WALL FOOTING. 1/2" = 1'-0" I 4O ROOF POST ATTACHMENT DETAIL AEP SPAN H-36 20 GA. METAL PANEL ROOFING. COL" 24 GA. GSM FLASHINC PAINT TO MATCH ROC COLOR. FLASHING TC WRAP UNDERNEATH M STUDS. H.S.S.. 6x 4x 1/4" BEA H.S.S. 4x 4x 1/4" CO OROOF DETAIL 8"x2.5x18GA Z ^"^"" AT 2' 0. C. 1 /4"x4"x4" A3 (2) 1/2" 0 BC PP TYI 4 1 /2" X 4 1, PLATE 50 KSI H.S.S. 4x 4x 1 1/4" = V-0" 1/2" _ 1'-0" I + ROOF DETAIL AEP SPAN H-36 20 GA. METAL PANEL ROOFING. COLOR: GREY (2) SMS © EA. VALLEY 24 GA. GSM FLASHING TO STOP AT BOTTOM OF METAL STUDS AT BEAM LOCATIONS. PAINT TO MATCH ROOF COLOR. (2) #12 SMS H.S.S.. 6x 4x 1/4" FLASHING TO WRAP UNDER METAL STUDS BETWEEN BEAMS. PREFABRICATED WEATHER CANOPY PROVIDED AND INSTALLED BY SIGN CONTRACTOR NOTE: CONCRETE BASE TO HAVE 1" RADIUS EDGES AND BE SLOPED TO DRAIN. (4)-5/8"0 x 36" EMBED MIN. HEADED ANCHOR RODS (4" PROJ.), FURNISHED AND INSTALLED BY GEN. CONTR.. SEE DETAIL 8 SD1.1 FOR ANCHOR ROD LAYOUT CONIC. CURB CONC. DRIVEWAY LOOP FURNISHED BY T.O.C. OWNER & INSTALLED BY CONTRACTOR • FIN. GRAD SUPPORT #4 TIES @ 4" 0. C. — TOP 32", REMAINDER 0 12" O.C. (12)—#4V — MK9-X-DT035b.DWC424 2O SPEAKER BOARD SECTION BASE COVER CID I in the box M 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. ap These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site—odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site—specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: °' 1 2: 3: BID: CONSTRUCTION: REVISIONS Comments from Planning and Public Works 5/4/11 Comments from Planning and Public Works 1/12/11 �o o� 00 �z }o Q U � U C) w w zN L W Uj a� Q w o � Q w �CL N W 2'-0" MIN FOR ELECTRICAL RUNS REFER TO SHEET E51.0 1/2" = 1'-0" O7 PLATE DETAIL Y U N X w ry a 0 N AT CORNER NOTE: COORDINATE ANCHOR BOLT LAYOUT WITH SIGN CONTRACTOR PRIOR TO INSTALLATION MK9-X-DT028b.DWCI4 BOLTING TEMPLATE AT SPEAKER 1" = 1'-0" O8 AND PREVIEW BOARDS N.T.S. 5"0 STEEL PIPE 3 1/2" DIA. OPENING BASE PLATE FURNISHED AND INSTALLED BY SIGN CONTRACTOR A RC/yi:-� ny W PE�� s\FREN.1/31/19 OCA\O F \_F IFAF DESIGN Architectural Solutions Groijn 6930 DESTINY DRIVE SUITE 100 ROCKLIN, CA 95677 (916) 415-5358 rpedro@pmdginc.conn Roy W. Pedro, Architect SITE INFORMATION MK TYPE: MK5F 48 JIB #: 0490 ADDRESS: 1451 S. DE ANZA BLVD CUPERTINO, CA 95014 DRAWN BY: PROJECT #: JRG17001.0 SCALE: AS NOTED /2" x 5/8" HOLE DETAILS TYPICAL OF 4 A 3" = 1'-0" ■ PHOTO 9 EXISTING LANDSCAPING TO REMAIN. PHOTO 10 EXISTING LANDSCAPING AND DRIVE THRU TO REMAIN. PHOTO 11 EXISTING PLANTERS TO REMAIN. PHOTO 12 EXISTING PLANTERS TO REMAIN. PHOTO 7 EXISTING LANDSCAPING TO REMAIN. PHOTO 8 EXISTING LANDSCAPING TO REMAIN. MT - PHOTO 5 EXISTING LANDSCAPING TO REMAIN. PHOTO 6 EXISTING LANDSCAPING TO REMAIN. I �O 4 EXISTING AERIAL SCALE: N/A Vim/ NORTH PHOTO 1 EXISTING LANDSCAPING TO REMAIN. % PHOTO 2 EXISTING PLANTERS TO REMAIN. PHOTO 3 EXISTING LANDSCAPING TO REMAIN. PHOTO 4 EXISTING LANDSCAPING TO REMAIN. in the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site—odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site—specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 1: 2: 3: BID: CONSTRUCTION: REVISIONS Al Comments from Planning and Public Works 5/4/11 AComments from Planning and Public Works 1/12/11 0 A 0 A ��SED A RC/ / PE�� FCS C-28504 REN. 1/31/19 �TFOF CA\_\FOS pd�w `q� DESIGN Architectural Solutions Group 6930 DESTINY DRIVE SUITE 100 ROCKLIN, CA 95677 (916) 415-5358 rpedro@pmdginc.conn Roy W. Pedro, Architect SITE INFORMATION MK TYPE: MK5F_48 JIB #: 0490 ADDRESS: 1451 S. DE ANZA BLVD CUPERTINO, CA 95014 DRAWN BY: PROJECT #: JRG17001.0 SCALE: AS NOTED PHOTO LANDSCAPE PLAN Ll ■ FLOOR PLAN DEMO KEY NOTES O(E) ENTRY DOOR TO REMAIN. O(E) WINDOWS AND STOREFRONT TO REMAIN. O(E) ELECTRICAL PANEL/ METERS TO REMAIN. O4 (E) ROOF LADDER LOCATION TO REMAIN. O5 (E) WALK—IN COOLER/ FREEZER TO REMAIN. REMOVE AND DISPOSE EXISTING DINING FURNITURE, PARTIAL HEIGHT WALLS, COUNTERS AND OWALL TRIMS, AND TILE FLOORING THROUGHOUT. REMOVED EXISTING WALL FINISHES TO GYP BOARD SHEATHING AND/OR REPLACE GYP BOARD IN OIRREPARABLE AREAS FOR INSTALLATION OF NEW INTERIOR FINISHES. PREPARE SURFACES AND PATCH ANY DAMAGES DUE TO DEMOLITION. REFER TO INTERIOR ELEVATIONS. O8 REMOVE (E) SERVICE COUNTER, SURROUNDING FINISHES, AND EQUIPMENT. PREP FOR (N) WORK. O(E) DOOR AND FRAME TO BE REMOVED. "NON FOOD" WASTE CONTAIN 10 REMOVE (E) DOOR AND FRAME AND PREP FOR (N). 11 REMOVE (E) FRP PANELS AS REQ'D AND PREP FOR NEW. FIELD VERIFY (E) CONDITIONS. 12 REMOVE (E) RESTROOM FIXTURES, WALL & FLOOR FINISHES AND PREP FOR (N) WORK. (E) KITCHEN EQUIPMENT — PROTECT IN PLACE OR REMOVE OR REMOVE EQUIPMENT PRIOR TO 13 CONSTRUCTION 14 (E) DRINK STATION TO REMAIN. PROTECT IN—PLACE OR REMOVE EQUIPMENT. REMOVE (E) WALL PAPER GRPAHICS. EXISTING/ DEMO FLOOR PLAN S C A L E: 3/ 16 "= 1'— 0" FLOOR PLAN KEY NOTES ONEW SERVICE COUNTER. SEE DETAIL 18/ID3.0. O(E) DRINK STATION EQUIPMENT TO BE REINSTALLED AT SAME LOCATION. GC TO PROVIDE PROTECTION AT CONNECTIONS AS REQ'D. OINSTALL NEW GC—WP AT AREAS WHERE DAMAGED AND OR BUCKLING. FIELD VERIFY O4 WALL FURRING, SEE DETAIL 12/1D3.0. OEND CAP ON WALL TO BE FLUSH W/ SOFFIT FINISH ABOVE. SEE INTERIOR DETAILS FOR ADDITIONAL INFORMATION. 6 IN—FILL (E) R LOC TION. MATCH ADJACENT CONSTRUCTION, FINISHES, ETC. 730 GAL "NON FOOD" WASTE CONTAIN 8 30 GAL ^ "FOOD" WASTE CONTAINER. ^ n 1 FLOOR PLAN S C A L E: 3/ 16 "= 1'— 0" GENERAL NOTES 1. ALL HEIGHTS SHOWN ARE FROM TOP OF F.F. 2. DIMENSIONS ARE FROM FINISH FLOOR AND/OR FINISHED DRYWALL. 3. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES BEFORE ORDERING AND INSTALLING MATERIAL. 4. GC TO COORDINATE WITH CM/OWNER FOR ALL EQUIPMENT TO REMAIN AND BE RE—USED. GC TO ENSURE SECURE STORAGE DURING INTERIOR WORK PRIOR TO RE—INSTALLATION. 5. GC IS RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS PRIOR TO BID/CONSTRUCTIION. IT IS THE RESPONSIBILITY OF THE GC TO NOTIFY THE ARCHITECT AND/OR CM OF FIELD CONDITIONS CONFLICTING WITH CONSTRUCTION DOCUMENTS PRIOR TO NEW WORK BEING PERFORMED. 6. PROVIDE 2x SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFORCEMENT OF ALL GRAB BARS, RESTROOM FIXTURES, PLUMBING LINES, WALL BUMPERS AND MILLWORK ATTACHMENT, ETC. 7. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY. 8. ALL EXTERIOR DOORS SHALL BE WEATHER—STRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THROUGH BUILDING ENVELOPE SHALL BE SEALED USING SEALANT & CAULKING. ADDITIONALLY, FOAM INSULATION SHALL BE PROVIDED IN & AROUND ALL WINDOW AND/OR DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS ALL EXTERIOR WALL OPENINGS/PENETRATIONS. 9. ALL GLAZING WITHIN 48" OF DOORS & 18" FROM FINISHED FLOOR SHALL BE TEMPERED INCLUDING GLAZING OF DOORS. 10. POST OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN EXITS AT 6'-10" A.F.F. CAULK AROUND ALL SIDES. "MAXIMUM SEATING CAPACITY — 45". FOR SEAT COUNT, SEE "BUILDING DATA" ON COVER SHEET. 11. ALL NEW FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS C OR HIGHER (FLAME SPREAD INDEX 76 THROUGH 200 & A SMOKE DENSITY RATING OF 450). 12. ALL DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND/OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BY THE LOCAL FIRE MARSHAL. 13. OWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHAL. 14. GENERAL CONTRACTOR TO INSTALL. BUILDING ADDRESS NUMBERS SHALL BE A MINIMUM 12" HIGH AND BE OF CONTRASTING COLORS. 15. ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT—CANDLE AT THE FLOOR LEVEL. SEE ELECTRICAL DRAWINGS. 16. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS. SEE ELECTRICAL DRAWINGS. 17. PROVIDE APPROVED PANIC HARDWARE ON EXIT DOORS. 18. EXIT AISLES SHALL MEET ALL APPLICABLE CODES. 19. GC TO VERIFY WITH CM/OWNER ALL RESTROOM EQUIPMENT TO REMAIN AND BE RE—USED PENDING CONDITION. NORTH Z [ III I in the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site—odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site—specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 1: 2: 3: BID: CONSTRUCTION: REVISIONS Al Comments from Planning and Public Works 5/4/11 AComments from Planning and Public Works 1/12/11 0 0 A ED A RC/ / PE�� FCS - 504 REN. 1/31/19 �TFOF CA\_\FOS IFAF DESIGN Architectural Solutions Groijn 6930 DESTINY DRIVE SUITE 100 ROCKLIN, CA 95677 (916) 415-5358 rpedro@pmdginc.conn Roy W. Pedro, Architect SITE INFORMATION MK TYPE: MK5F 48 JIB #: 0490 ADDRESS: 1451 S. DE ANZA BLVD CUPERTINO, CA 95014 DRAWN BY: PROJECT #: JRG17001.0 SCALE: AS NOTED DEMO/PROPOSED FLOOR PLAN Al ■ ROOF PLAN DEMO KEY NOTES D1 EXISTING MANSARD STEEL FRAMING TO BE REMOVED IN ITS ENTIRETY AS SHOWN. REMOVE EXISTING ROOFING OVER STRUCTURE IN ITS ENTIRETY. D2 GC TO VERIFY CONDITION OF PLYWOOD DECKING AND REPLACE WHERE DAMAGED, TYP. D3 EXISTING ROOF ACCESS HATCH LOCATION TO REMAIN. D4 18" SECTION OF CANOPY OVERHANG TO BE REMOVED. SEE SHEETS A6.0 FOR DETAILS EXISTING ROOF CONDENSORS, RTU'S, AND ROOF EQUIPMENT IN D5 SERVICE TO BE REMOVED AND SECURED IN STORAGE FOR RE—INSTALLATION AFTER NEW ROOF WORK IS COMPLETED. ROOF TOP EQUIPMENT CURBS TO BE REMOVED AND REPLACED D6 WITH NEW. MAINTAIN 8" MIN ABOVE TAPERED INSULATION AT ALL LOCATIONS. TYP. D4 r�=—�--�—�--�--�—�--�----�--�--—�--�----�--�—�--�--�—�--�----�--�----�� II I II I I II I I I I II I I II II --------------- —---------------- —---------------- I I I I II I I I I I I I II I I I I I I I I I II I II I I I I I I I I I I I II II I II I II I IL — — — — -- JI I I I II II I I I I I I • I I � I� I I I I I [:-f=--=P I I II I I I I 1 F-7 F-1 IT- — — r— — J • I i l II I II I L__J I I I II I II I D3 I I I II I I I I I I I II II I I I I I I II II I I I I I I I II �I I I I I II I I I TYP. O I I I II I I I I I I I II II I I I I D2 I I I II I I I I I I D5 TYP. • I I TYP. TYP. I I D6 TYP. I I D4 I 04 II I II II I L. J %/I I 11%/ J I I I I I II �I I II 1 1 i l I I II IL----}> L ----J I I I II I I I I I F` —9 III I I I I I I I I I I I I I II III � I I I I I I I I I I I II III I 1 � I I I I I I I I D5 I I I II I I I I I I I I I I II I I III II I I I I I I I F— --F---T---- �_::il I I ��---T---- �_� I I I II I I I I I I L� I I \_� I I I I I I I I L� I I \_� I III I I I I I I I I L S I I II I I L S I 7 I I II I I I II I I L---1---- =J I I L---L------- L _ L_J I I II II I I I I I I I II 11 I I I I I I I II II I I I I I I I II I I I I TYP. D1 I I I 11 I I I I I II I� I �L----------------- I I II --- -------------------------- 11 I I II I I TYP. I I I I 11 I D4 I I I 11 L---------------------------- -i II LL— ---------------------------------------------------------------- EXISTING/ DEMO ROOF PLAN S C A L E: 3/ 16 "= 1'— 0" TYP. ROOF KEY NOTES 0 O O O O O O O O 10 NEW MEMBRANE ROOFING OVER CONTINUOUS ROOF DECK TAPERED INSULATION. 50 MIL DUROLAST 15 YEAR NOL ROOF LABOR & MATERIAL PER JIB. NEW PARAPET BRACE. NOT USED EXISTING ROOF TOP EQUIPMENT TO BE PLACED ON NEW CURBS REINSTALL RAISED PARAPET WALLS, PATCH AS REQUIRED. (E) LED WALL WASHER LIGHTS, SEE ELECTRICAL DRAWINGS. EXISTING ROOF HATCH ACCESS HATCH. ENSURE HEIGHT ABOVE TAPERED INSULATION TO AVOID WATER INFILTRATION. REINSTALL JIB WALL SIGNAGE, SEE EXTERIOR ELEVATIONS. LINE OF WALK—COOLER WALLS BELOW. (N) PERIMETER METAL FASCIA AND GUTTER. 17A r �I F 5 I ' " (E) EF 4 TYP III I I I 0 III II I II II 17A I o III IIO II NM I II II III II (ACR2 II III II 11 II z z II LJ J� TYP. (E) EF 1 z TYP. SLOPE 3/8"/FT. E(E) RTU z AC 1 PROPOSED ROOF PLAN 17A — TYP. —� I (E) COND. I I (E) COND. 0 0 C E COND. 0 I SLOPE 3/8"/FT. (R F 3 UZ 1 (E) EF 3 4 I �I TYP. S C A L E: 3/ 16 "= 1'— 0" GENERAL NOTES 1. FOR ROOF FRAMING AND PLYWOOD LAYOUT INFORMATION, SEE STRUCTURAL DRAWINGS. 2. (E) ROOF TOP MECHANICAL EQUIPMENT TO BE RE—INSTALLED PER PREVIOUS LOCATIONS. 3. CURBS AND BASES FOR HVAC UNITS AND EXHAUST FANS SHALL BE INSTALLED LEVEL BY G.C. HVAC UNITS AND EXHAUST FANS SHALL BE HOISTED, SET IN PLACE, AND SECURED TO ROOF CURBS OR BASES BY G.C. AND PER MANUFACTURER'S INSTRUCTIONS. 4. WALK IN BOX ROOF TOP UNIT SHALL BY HOISTED, SET IN PLACE AND SECURED TO ROOF CURB BY G.C. ROOF CURB AND EQUIPMENT PLATFORM BY G.C. 5. ICE MACHINE ROOF TOP UNITS SHALL BE HOISTED, SET IN PLACE AND SECURED TO ROOF CURB BY ICE MACHINE INSTALLER. ROOF CURB AND EQUIPMENT PLATFORM BY G.C. 6. REFER TO STRUCTURAL DRAWINGS FOR MORE INFO. NORTH Z [1111 1 in the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site—odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site—specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 1: 2: 3: BID: CONSTRUCTION: REVISIONS Al Comments from Planning and Public Works 5/4/11 AComments from Planning and Public Works 1/12/11 0 A 0 A D A R Cy/T PE� FO - 504 REN. 1/31/19 �TFOF CP,0F0 FFAF DESIGN Architectural Solutions Groijn 6930 DESTINY DRIVE SUITE 100 ROCKLIN, CA 95677 (916) 415-5358 rpedro@pmdginc.conn Roy W. Pedro, Architect SITE INFORMATION MK TYPE: MK5F-48 JIB #: 0490 ADDRESS: 1451 S. DE ANZA BLVD CUPERTINO, CA 95014 DRAWN BY: PROJECT #: JRG17001.0 SCALE: AS NOTED DEMO/PROPOSED ROOF PLAN A3mO ±12' 0" MIFT.O. CANOPY 3 — — — — — — — —— -------------------------- I--------- --------- L ----- I F-1 — -----� 01 '11M DEMO KEY NOTES OREMOVE EXISTING MANSARD STRUCTURE IN IT'S ENTIRETY. GC TO COORDINATE REMOVAL OF EXISTING O2 CANOPY SHORING DURING/AFTER REINFORCEMENT OF EXISTING STRUCTURE, REFER TO STRUCT. O3 REMOVE EXISTING SIGNAGE. OREMOVE 18" OF CANOPY FRAMING AND PREPARE FOR NEW FINISHES. N9 0 0'-0" T.O.S. TYP. TYP. Tw. 01 01 01 19 14 01 06 14 01 10 B N N — TE B — E B — EQ. 7'-7" EQ. �+20 _11" P. — — — TEQ. EQ. o1451 JL — ±20'-11" T.O.P. >E EXISTING FRONT ELEVATION - WEST NEW FRONT ELEVATION - WEST S C A L E : 3/16"= 1'-0" t18 =0"— P. f12'-0= MIFCANOPY 0'-0" O.S. REffffffm H. MMEN EXISTING LEFT ELEVATION - NORTH S C A L E : 3/16"= 1'-0" O.P. +14'-4' �® REVEAL +112" MIFMIFT.O.'—CANOPY _V -o" TYP. NEW LEFT ELEVATION - NORTH S C A L E: 3/16"= 1'-0" EXTERIOR FINISH SCHEDULE ° T.O. S. USE CHECKED BOX ONLY o1 MATERIAL/FINISH ANTI -GRAFFITI COATING: DUMOND CPU647 GRAFFITI BARRIER A COLOR COAT BY DUMOND CHEMICALS INC. (212) 869-6350 COLOR: CLEAR MATERIAL/FINISH: 01 EXTERIOR CEMENT PLASTER- SAND FLOAT FINISH (SEE SPECIFICATIONS) F-1 INTEGRAL COLOR SHERWIN WILLIAMS SHERLASTIC 100% ACRYLIC ELASTOMERIC COATING EXTERIOR INSULATION FINISHING SYSTEM (EIFS) AS ALTERNATE, CONTRACTOR TO SUBSTITUTE EIFS IN LIEU OF EXTERIOR CEMENT PLASTER 02 AWNING/CANOPY & SUPPORT (BY SIGN CONTRACTOR) 03 NOT USED 04 (E) ALUMINUM STOREFRONT SYSTEM 1" CLEAR INSULATED GLASS 1" CLEAR INSULATED GLASS W/ SOLARBAN 70XL COATING ❑1" CLEAR INSULATED GLASS � ANTI -GRAFFITI FILM W/ SOLARBAN 60 COATING 05 NOT USED 06 INTERNALLY ILLUMINATED SIGNAGE (O.F.0.1., NOT A PART OF THIS PERMIT) 07 NEW PRE -FINISHED METAL FASCIA 08 NEW WALL WASH FLOOD LIGHT, REF ELECTRICAL 09 NOT USED 10 12" HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 MAIN ELECTRICAL SERVICE 12 NOT USED 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 ALUMINUM COPING 15 CO2 FILL BOX METAL COVER 16 (E) BRICK VENEER SLUMPSTONE 17 NOT USED 18 MOUNT LIGHT FIXTURE WITHIN CANOPY 19 WALL MOUNTED LIGHT FIXTURE 20 NOT USED 21 DISPLAY POSTER PANEL AND SURROUND OF-EQ18 OF-EQ19 22 NOT USED 23 ENTRANCE DISPLAY HOURS PANEL <----OF-EQ22 24 DRIVE-THRU WINDOW TREATMENT AND DISPL ANEL 25 FEATURE WINDOW POP OUT W/ ALUMINUM BREAK METAL PANELS & ILLUMINATED LIGHT BOX COLOR: A SHERWIN WILLIAMS: SW 7015 "REPOSE GRAY" B SHERWIN WILLIAMS: SW 6321 "RED BAY" C STANDARD STOREFRONT: CLEAR ANODIZED D WHITE TEXT ON RED BACKGROUND E CLEAR ANODIZED F COLOR/FINISH TO MATCH ADJACENT SURFACE G SHERWIN WILLIAMS: SW 6990 "CAVIAR" H POWDERCOATED ANODIZED SILVER J MAFIC, AV294 K SHERWIN WILLIAMS: SW 7020 "BLACK FOX" L NATURAL CONCRETE, GRAY M STAINLESS STEEL N SHERWIN WILLIAMS: SW 7018 "DOVETAIL" 0 NOT USED P PAINT TO MATCH CLEAR ANODIZED ALUMINUM, TIGER DRYLAC 38/91020 R PRE -FINISHED "DARK BRONZE". GENERAL NOTES: 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 2. C.J. = PLASTER CONTROL JOINT 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. (U.0.N.). 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. in the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site—odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site—specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 1: 2: 3: BID: CONSTRUCTION: REVISIONS Al Comments from Planning and Public Works 5/4/11 AComments from Planning and Public Works 1/12/11 0 L 0 D A RC/,/ PE�� FCS - 504 REN.I/31/19 �TFOF CP,0F0 FFAP DESIGN Architectural Solutions Groijn 6930 DESTINY DRIVE SUITE 100 ROCKLIN, CA 95677 (916) 415-5358 rpedro@pmdginc.com Roy W. Pedro, Architect SITE INFORMATION MK TYPE: MK5F 48 JIB #: 0490 ADDRESS: 1451 S. DE ANZA BLVD CUPERTINO, CA 95014 DRAWN BY: PROJECT #: JRG17001.0 SCALE: AS NOTED EXTERIOR ELEVATIONS A4mO f18-0 _ P t12'-0" VIF CANOPY o' -o" T.O.S. DEMO KEY NOTES OREMOVE EXISTING MANSARD STRUCTURE IN IT'S ENTIRETY. GC TO COORDINATE REMOVAL OF EXISTING O2 CANOPY SHORING DURING/AFTER REINFORCEMENT OF EXISTING STRUCTURE, REFER TO STRUCT. O3 REMOVE EXISTING SIGNAGE. OREMOVE 18" OF CANOPY FRAMING AND PREPARE FOR NEW FINISHES. F---------------------------------------------------------------`�� I I +20 -11 "_ P. -(BEYOND +19 -4 _ P. FIXTURE +14 -4 EVEAL +11'-2" VIF CANOPY 0'-0" T.O.S. EXISTING REAR ELEVATION - EAST NEW REAR ELEVATION - EAST S C A L E : 3/16°'= 1'-0" t18 -o P. - t12'-0" VIF CANOPY -------------- ------------ ------------ r � _--� _— = r--'--------------------------------------------------------------------------------------- —� I I i EXISTING RIGHT ELEVATION - SOUTH S C A L E : 3/16"= 1'-0" 20'. O.P-11 YT. �+�11'-2" \11FYT.0 CANOPY o' -o" O.S. TW n?. rm. n?. NEW RIGHT ELEVATION - SOUTH S C A L E : 3/16"= 1'-0" EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY of MATERIAL/FINISH ANTI -GRAFFITI COATING: DUMOND CPU647 GRAFFITI BARRIER A COLOR COAT BY DUMOND CHEMICALS INC. (212) 869-6350 COLOR: CLEAR MATERIAL/FINISH: 01 EXTERIOR CEMENT PLASTER- SAND FLOAT FINISH (SEE SPECIFICATIONS) F-1 INTEGRAL COLOR SHERWIN WILLIAMS SHERLASTIC 100% ACRYLIC ELASTOMERIC COATING EXTERIOR INSULATION FINISHING SYSTEM (EIFS) AS ALTERNATE, CONTRACTOR TO SUBSTITUTE EIFS IN LIEU OF EXTERIOR CEMENT PLASTER 02 AWNING/CANOPY & SUPPORT (BY SIGN CONTRACTOR) 03 NOT USED 04 (E) ALUMINUM STOREFRONT SYSTEM 1" CLEAR INSULATED GLASS 1" CLEAR INSULATED GLASS W/ SOLARBAN 70XL COATING ❑1" CLEAR INSULATED GLASS F-1 ANTI -GRAFFITI FILM W/ SOLARBAN 60 COATING 05 NOT USED 06 INTERNALLY ILLUMINATED SIGNAGE (O.F.0.1., NOT A PART OF THIS PERMIT) 07 NEW PRE -FINISHED METAL FASCIA 08 NEW WALL WASH FLOOD LIGHT, REF ELECTRICAL 09 NOT USED 10 12" HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 MAIN ELECTRICAL SERVICE 12 NOT USED 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 ALUMINUM COPING 15 CO2 FILL BOX METAL COVER 16 (E) BRICK VENEER SLUMPSTONE 17 NOT USED 18 MOUNT LIGHT FIXTURE WITHIN CANOPY 19 WALL MOUNTED LIGHT FIXTURE 20 NOT USED 21 DISPLAY POSTER PANEL AND SURROUND OF-EQ18 OF-EQ19 22 NOT USED 23 ENTRANCE DISPLAY HOURS PANEL <----OF-EQ22 24 DRIVE-THRU WINDOW TREATMENT AND DISPL ANEL 25 FEATURE WINDOW POP OUT W/ ALUMINUM BREAK METAL PANELS & ILLUMINATED LIGHT BOX COLOR: A SHERWIN WILLIAMS: SW 7015 "REPOSE GRAY" B SHERWIN WILLIAMS: SW 6321 "RED BAY" C STANDARD STOREFRONT: CLEAR ANODIZED D WHITE TEXT ON RED BACKGROUND E CLEAR ANODIZED F COLOR/FINISH TO MATCH ADJACENT SURFACE G SHERWIN WILLIAMS: SW 6990 "CAVIAR" H POWDERCOATED ANODIZED SILVER J MAFIC, AV294 K SHERWIN WILLIAMS: SW 7020 "BLACK FOX" L NATURAL CONCRETE, GRAY M STAINLESS STEEL N SHERWIN WILLIAMS: SW 7018 "DOVETAIL" 0 NOT USED P PAINT TO MATCH CLEAR ANODIZED ALUMINUM, TIGER DRYLAC 38/91020 R PRE -FINISHED "DARK BRONZE". GENERAL NOTES: 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 2. C.J. = PLASTER CONTROL JOINT 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. (U.0.N.). 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. [ III I in the box 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. These designs, drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. These drawings attached are intended to assist the architect in preparing site—odapt construction documents provided that such use does not conflict with rules governing architects in the state where the work is to be performed. They will need to be modified to comply with all applicable codes and site—specific conditions. DATES RELEASE: AUG. 24, 2015 P.M. UPDATES: SEPT. 22, 2016 SUBMITTAL DATE: 1: 2: 3: BID: CONSTRUCTION: REVISIONS Al Comments from Planning and Public Works 5/4/11 AComments from Planning and Public Works 1/12/11 0 L 0 ��SED A R Cy/T PE�� FOS - 504 REN. 1/31/19 �TFOF CP, OF FF DESIGN Architectural Solutions Groijn 6930 DESTINY DRIVE SUITE 100 ROCKLIN, CA 95677 (916) 415-5358 rpedro@pmdginc.com Roy W. Pedro, Architect SITE INFORMATION MK TYPE: MK5F 48 JIB #: 0490 ADDRESS: 1451 S. DE ANZA BLVD CUPERTINO, CA 95014 DRAWN BY: PROJECT #: JRG17001.0 SCALE: AS NOTED EXTERIOR ELEVATIONS A4m 1