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approved plans DIR-2020-006 GENERAL REQUIREMENTS AND NOTES ABBREVIATIONS VICINITY MAP (NO SCALE) Community Development Department Plan niirg CONTRACTOR SHALL POST ON JOB AND PAY ALL REQUIRED FEES FOR SUB TRADE 1.16. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL BE AIA DOCUMENT A201, CURRENT ACOUS. ACOUSTICAL EXPO. EXPOSED MIN. MINIMUM S.ST. STAINLESS STEEL PER 'T- P1'd4 AND PAY FOR ALL PERMITS, CERTIFICATES AND INSPECTIONS REQUIRED BY ALL APPLICABLE EDITION. THIS AMERICAN INSTITUTE OF ARCHITECTS AGREEMENT SHALL APPLY TO ALL PARTS OF THE WORK A.D. AREA DRAIN EXP. EXPANSION MISC. MISCELLAANEOUS STA. STATIICE ON SINK PROJECT SITE u . tUPERTINOpo- CODES UIREMENTS AND ORDINANCES OF REGULATORY CITY AND STATE AGENCIES OTHER THAN THE DESCRIBED ON THESE DRAWINGS. ALL SYSTEMS WITHIN THE EXISTING BUILDING ARE COMPLETE AND IN FULL ADJ. ADJUSTABLE EXT. EXTERIOR Ca Se# (U R0L2Q&WNG PERMIT FOR WHICH OWNER SHALL APPLY, PAY FOR, AND PICK UP AND DELIVER TO JOB SITE. OPERATION. THE CONTRACTOR SHALL COMPLETE ALL THE WORK SHOWN OR REASONABLY IMPLIED AS IS REQUIRED A.F.F. ABOVE FINISH M.O. MASONRY OPENING STD. STANDARD Creative Learning enterQ Application Number(s) FOR A COMPLETE ADDITION AND REMODEL AS DESCRIBED HEREIN, WITH ALL SYSTEMS FUNCTIIONING IN ACCORD WITH FLOOR F.A. FIRE ALARM MTD. MOUNTED STL. STEEL e9, %. (S 1.1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING ALL APPLICABLE STATE AND LOCAL CODES, AND ORDINANCES IN EFFECT THAT APPLY TO THIS WORK. AGGR. AGGREGATE F.B. FLAT BAR MUL. MULLION STOR. STORAGE d Maryknoll STRUCTURAL Approval Body: a@EfdrY/C�{a(�L PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK WHICH SHALL NOT BE AL. ALUMINUM F.D. FLOOR DRAIN STRUCT'L. �, ragerra�Wy architecture urban b� ��2o APPROX. APPROXIMATE FDTN. FOUNDATION (N) NEW SUSP. SUSPENDED turiiPe TO NORMAL WORKING HOURS. 1.17. CODES & ORDINANCES �;� Approval Date N. NORTH SYM. SYMMETRICAL ASouth Bay Hiking IN THE EXECUTION OF ITEMIZED AND INFERRED SCOPE OF WORK, THE CONTRACTOR SHALL COMPLY WITH ALL ARCH'L ARCHITECTURAL F.E. FIRE rMeetupPoint 67A Water Street San Francisco CA 94133 Signature Ell�0'ZLTHE DRAWINGS SHOW ONLY REPRESENTATIVE AND TYPICAL DETAILS TO ASSIST THE CONTRACTOR. THEY DO RELEVANT AND APPLICABLE CODES AND ORDINANCES OF THE CITY OF CUPERTINO' AND THE STATE OF CALIFORNIA. ARCH'T ARCHITECT EXTINGUISHER N.I.C. NOT IN Voice415.776.8065 I IeTo ASPH. ASPHALT F.H.C. FIRE HOSE CONTRACT TRD. TREAD Rancho San Antonio LL design@G7Arch.com NOTc� 1h1,.,,�9,ATE EVERY CONDITION. SIMILAR DETAILS SHALL APPLY TO SIMILAR CONDITIONS. ALL THESE SHALL APPLY TO ALL WORK PERTAINING TO BUILDING CONSTRUCTION, ZONING, ENVIRONMENTAL PRTOECTION �' NO. /# NUMBER T.B. TOWEL BAR Flying Field ATTACHMENTS, CONNECTIONS, FASTENINGS, ETC., ARE TO BE PROPERLY SECURED IN CONFORMANCE WITH BEST AND ENERGY EFFICIENCY. CABINET Monarch PRACTICE, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING THEM. BD. BOARD FIN. FINISH NOM. NOMINAL T.O.C. TOP OF CURB Christian School p www.G7Arch.com 1.18. INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGE WORK IN A TIMELY MANNER AND TO BITUM. BITUMINOUS FL. FLOOR N.T.S. NOT TO SCALE TEL. TELEPHONE 1.3. THE INTENT OF THESE DRAWINGS IS TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR SCHEDULE FOR THE NECESSARY INSPECTIONS FOR AGENCY APPROVALS. BLDG. BUILDING FLSHG. FLASHING TONGUE AND GRO PG&ET�uil Parking A'" THE COMPLETION OF ALL WORK SHOWN, DESCRIBED OR REASONABLY IMPLIED, AND IS NOT LIMITED TO THAT BILK. BLOCK FLUOR. FLUORESCENT O.A. OVERALL GROOVE EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS, 1.19. COORDINATION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL WRITTEN DIMENSIONS, BLKG. BLOCKING F.O.C. FACE OF O O.C.. ON CENTER T.O.P.BSCURE T. . THICK Garden TOP OF PAVEMENT Cathaii cemeteries QUANTITIES AND COORDINATION OF THE WORK OF ALL TRADES. GRADES, ELEVATIONS, LEVELS WITH EXISTING CONDITIONS. THIS DATA SHALL BE COORDINATED WITH RESPECT TO THE BM. BEAM CONCRETE �of the ioCeSe ACTUAL AMOUNT OF MINOR DEMOLITION IS NECESSARY TO PERFORM THE NEW WORK AND HAVE IT MEET THE EXISTING BOT. BOTTOM F.O.F. FACE OF FINISH O.D. OUTSIDE / PARAPET/ Structure BYD. BEYOND F.O.S. FACE OF STUD DIAMETER (DIM.) PLATE 1.4. VERIFY IN THE FIELD ALL CONDITIONS AND DIMENSIONS. REPORT TO THE ARCHITECT ALL CONDITIONS WHICH TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION AND SAFETY, MATERIALS AND ..� DIFFER FROM THOSE SHOWN FOR CLARIFICATION OR REVISION. DIMENSIONS, LOCATIONS OF DOORS, METHODS USED IN THE PERFOMANCE OF THE WORK. /STRUCTURE OFF. OFFICE T.O.S. TOP OF SLAB PARTITIONS, SOFFITS, FURRING, PLUMBING, ELECTRICAL AND SIMILAR PHYSICAL FEATURES ARE SHOWN OR CAB. CABINET FPRF. FIREPROOF OPNG. OPENING T.P.D. TOILET PAPER INFERRED ON ARCHITECTURAL DRAWINGS AND SHALL BE VERIFIED AT THE SITE AS PART OF THE WORK. 1.20. SCHEDULING, SEQUENCING & MINOR DEMOLITION. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR OPP. OPPOSITE DISPENSER CLKG. CAULKING F.R.P. FIBERGLASS Foothill Hei SHALL MEET WITH THE OWNER(S)TO REVIEW SEQUENCING AND SCHEDULING, AND THE EXTENT OF DEMOLITION TO C.I. CAST IRON REINFORCED T.V. TELEVISION gpanm Veteran sI 1.5. DO NOT SCALE THE DRAWINGS. THE ARCHITECT SHALL BE CONSULTED FOR CLARIFICATIONS IN THE ABSENCE PREPARE THE AREA OF WORK. MINOR DEMOLITION SHALL BE LIMITED TO THE AREA OF WORK AND INCLUDE FINISHES, C.B. CATCH BASIN PLASTIC PRCST. PRE-CAST T.O.W. TOP OF WALL OF DIMENSIONS EXISTING CONSTRUCTION, ELECTRICAL, MECHANICAL, PLUMBING AND MISCELLANEOUS HARDWARE AND ASSEMBLIES C.B. CONTROL JOINT F.S. FULL SIZE PL. PLATE TYP. TYPICAL whlsperingCreekv REMOVAL. CEM. CEMENT FT. FOOT OR FEET P. LAM. PLASTIC Equestrian Center, 4 w' . UNFINISHED Snyder-HammondHouseq . _ .. -. - -- - 1�1 su LAMINATE UNF 1.6. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, DEMOLITION SHALL BE DONE IN A MANNER OF CARE SO AS NOT TO DAMAGE TO ADJACENT CONSTRUCTION TO REMAIN. C CENTERLINE FTG. FOOTING y etiw Pergola TELEPHONE, ELECTRICAL, LIFE SAFETY, LIGHTING AND PLUMBING EQUIPMENT (INCLUDING ALL PIPING, DUCTWORK ANY ITEMS TO BE REMOVED SHALL BE RETAINED BY THE OWNER, UNLESS AGREED TO OTHERWISE IN WRITING. THOSE CER. CERAMIC FURR. FURRING PLAS. PLASTER U. O .N. UNLESS AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. ITEMS TO BE REMOVED SHALL BE DONE SO BY THE CONTRACTOR AT THE END OF EACH WORK WEEK AND DISPOSED OF CLG. CEILING PLYWD. PLYWOOD OTHERWISE NOTED IN A LEGAL AND APPROPRIATE MANNER. ANY DAMAGE RESULTING FROM IMPROPER REMOVAL SHALL BE CORRECTED BY CLO. CLOSET GA. GAUGE PR. PAIR UR. URINAL 1.7. BEFORE STARTING ANY PORTION OF THE WORK, THE CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CLR. CLEAR GALV. GALVANIZED PT. POINT CONDITIONS THAT HAVE ANY BEARING ON HIS WORK. START OF WORK SHALL CONSTITUTE ACCEPTANCE OF CMU CONCRETE G.B. GRAB BAR P.T.D. PAPER TOWEL V.C.T. VINYL EXISTING CONDITIONS. 1.21. PROTECTION FROM THE ELEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION MASONRY UNIT G.F.I. GROUND FAULT DISPENSER COMPOSITION TILE PROJECT SUMMARY & INFORMATION OF THE WORK AREAS FROM THE ELEMENTS (WEATHER: RAIN, WIND, FOG, ETC.) THIS SHALL INCLUDE ANY NECESSARY COL. COLUMN INTERRUPT PTD. PAINTED VERT. VERTICAL icr�ieaf� t7 .`d 1.8. NOTIFY ARCHITECT IN WRITING OF CORRECTIONS OR CLARIFICATIONS REQUIRED BY THE BUILDING PRECAUTIONS AND COVERINGS TO BE PLACED DURING AND AFTER WORK HOURS, INCLUDING EVENINGS AND CONC. CONCRETE G.F.R.C. GLASS FIBER PTN. PARTITION V.I.F. VERIFY IN FIELD SCOPE OF WORK � . INSPECTOR PRIOR TO COMMENCEMENT OF WORK. WEEKENDS. ANY DAMAGE RESULTING FROM IMPROPER PROTECTION SHALL BE CORRECTED BY THE CONTRACTOR AT CONN. CONNECTION REINFORCED THE INTENT OF THESE DRAWINGS IS TO SHOW THE SCOPE OF WORK Catholic Ce ete es NO ADDITIONAL COST TO THE OWNER. CONSTR. CONSTRUCTION CONCRETE Q.T. QUARRY TILE W/ WITH WHICH CONSISTS OF, BUT IS NOT LIMITED TO THE CONSTRUCTION OF A CONT. CONTINUOUS GL. GLASS W.C. WATER CLOSET NEW WOOD PERGOLA THAT WILL SHELTER FUTURE CREMAIN NICHES. 1.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAULTY MATERIALS OR WORKMANSHIP, AND THE CORR. CORRIDOR GND. GROUND R. RISER WD. WOOD WORK SHALL INCLUDE MINOR EXCAVATION AND CONCRETE SLAB ON CONTRACTOR SHALL REZMEDY ANY DEFECTS DUE THERETO AND PAY FOR ANY DAMAGE RESULTING THEREFROM 1.22. TEMPORARY TOILET FACILITIES. THE CONTRACTOR SHALL PROVIDE AND PAY FOR FACILITIES AND SHALL CORRTSK. COUNTERSUNK GR. GRADE R. RADIUS W.I. WROUGHT IRON GRADE FOUNDATION WORK. NO MECHANICAL, ELECTRICAL OR PLUMBING WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AND ACCEPTANCE OF MAINTAIN THEM IN A CLEAN AND SANITARY CONDITION IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. CNTR COUNTER G.S.M. GALVANIZED R.D. ROOF DRAIN W/O WITHOUT WORK. For the Roman Catholic Bishop of . THE WORK. ALL CORRECTIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. REF. REFERENCE WNDW WINDOW 1.23. FINAL CLEANING CTR. CENTER SHEET METAL San Jose 1.10. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES IN A CLEAN CONDITION, REMOVING ALL DEBRIS AND REMOVE FROM SITE ALL CONSTRUCTION MATERIALS, TOOLS, EQUIPMENT AND DEBRIS. SWEEP CLEAN ALL EXTERIOR GYP. GYPSUM REFR. REFRIGERATOR W.P. WATERPROOF RULES REGULATIONS AND CODES WAINSCOT REGISTER WSCT. RUBBISH AS IT ACCUMULATES AND SHALL REMOVE ALL DEBRIS, APPARATUS AND SURPLUS MATERIALS UPON AREAS AND VACUUM AND WIPE CLEAN ALL INTERIOR AREAS. THE PROJECT SHALL BE LEFT IN MOVE-IN CONDITION AND DBL. DOUBLE REG. ALL WORK AND MATERIAL NOTED, REASONABLY IMPLIED, AND REQUIRED COMPLETION OF THE WORK. ACCEPTABLE TO OWNER. DEPT. DEPARTMENT H.B. HOSE BIB REINF. REINFORCED WT. WEIGHT SHALL BE IN FULL ACCORD AND COMPLY WITH THE LATEST RULES, Gate of Heaven Catholic Cemetery D.F. DRINKING H.C. HOLLOW CORE REQ'D. REQUIRED RESIL. RESILIENT REGULATIONS, ORDINANCES, CODES AND STANDARDS OF THE DIVISION OF 22555 Cristo Re Drive 1.11. ENTRANCES/EXITS TO THE SITE AND BUILDING SHALL NOT BE OBSTRUCTED AT ANY TIME DURING HOURS OF 1.24. SUBSTANTIAL COMPLETION FOUNTAIN HDWD. HARDWOOD INDUSTRIAL SAFETY, CALIFORNIA LABOR CODE, TITLE 24; 2016 CALIFORNIA y OPERATION. PUBLIC SIDEWALK AREA SHALL REMAIN CLEAR AT ALL TIMES EXCEPT AS ALLOWED DURING LOADING IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT TO REVIEW DET. DETAIL HDWR. HARDWARE RM. ROOM BUILDING CODE AND CITY OF LOS ALTOS REGULATIONS CURRENTLY IN Los Altos, Califonia DIA. DIAMETER H.M. HOLLOW METAL R.O. ROUGH OPENING EFFECT. AND UNLOADING OF DELIVERIES.CONSULTED FOR CLARIFICATIONS IN THE ABSENCE OF DIMENSIONS. THE COMPLETED WORK AND ASSIST IN THE PREPARATION OF A PUNCH LIST OF ITEMS TO BE CORRECTED OR RWD. REDWOOD COMPLETED. AT THE ISSUANCE OF A PUNCH LIST, AND WITH THE DETERMINATION OF SUCH BY THE ARCHITECT, A DIM. DIMENSION H HORIZONTAL DISP. DISPENSER HR. HOUR R.W.L. RAIN WATER 1.12. AT EXISTING CONSTRUCTION TO REMAIN ADJACENT TO NEW, PATCH, REPAIR AND/OR TRIM AS REQUIRED TO CERTIFICATE OF SUBSTANTIAL MAY BE ISSUED ALONG WITH THE PUNCH LIST OF ITEMS REMAINING, ALONG WITH A DH DOUBLE HUNG HT. HEIGHT LEADER PROVIDE A FINISHED EDGE AND/OR BLENDED SURFACE. SPECIFIED PERIOD TO COMPLETE/CORRECT WORK. DN DOWN CONSTRUCTION: SITE WORK o ARC D.O. DOOR OPENING I.D. INSIDE DIAMETER S.C. SOLID CORE LAND USE DESIGNATION: QUASI-PUBLIC/INSTITUTIONAL es G p C y'r 1.25. WARRANTIES AND GUARANTEES SCHED. SCHEDULE N. N� F DR. DOOR (DIM.) S.D. SOAP DISPENSER ZONING: BQ (QUASI-PUBLIC BUILDING 1.13. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THERE SHALL BE A WRITTEN WARRANTY OF WORKMANSHIP BY THE CONTRACTOR PROVIDED TO THE OWNER. THE �` 9< THE CONTRACT AMOUNT WITHOUT AUTHORIZATION FROM THE ARCHITECT OR OWNER'S REPRESENTATIVE. WARRANTY SHALL GUARANTEE THE WORK BY ALL TRADES FOR A PERIOD OF ONE 1 YEAR AFTER SUBSTANTIAL D.S. DRAWER INT. INSULATION ) e ( ) SECT. SECTION ASSESSOR'S PARCEL NO.: 342-63-002, 342-63-004, AND 342-63-005 * #C-19332 " * FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION. COMPLETION IS DETERMINED BY THE ARCHITECT OR ACCEPTANCE BY THE OWNER IN WRITING. ANY PRODUCT OR D.S. DOWNSPOUT INT. INTERIOR D.S.P. DRY STANDPIPE S.E.D. SEE ELECTRICAL v WORK CARRYING MORE THAN A 1 YEAR WARRANTY (SUCH AS ROOFING, FLOORING, ETC.) SHALL BE STATED IN WRITING DWG. DRAWING JAN. JANITOR DRAWINGS LOT AREA: 2,545,185 SF (58.4 ACRES) 9 a2.31. 2 a 1.14. PROPRIETARY MANUFACTURERS NOTED ON THE DRAWINGS ARE MINIMUM ACCEPTABLE STANDARD. EQUAL AND CERTIFIED BY THE MANUFACTURER AND INSTALLER (SUBCONTRACTOR AND GENERAL CONTRACTOR) FOR THE JT. JOINT SHR. SHOWER , RE e OR BETTER MAY BE USED UPON SUBMITTAL TO AND APPROVAL BY ARCHITECT OF ALTERNATE MANUFACTURERS' STIPULATED PERIOD. E EXISTING SHT. SHEET F o F ca \ o ( ) CUT-SHEET AND INFORMATIONAL LITERATURE. SIM. SIMILAR 1.26. FINAL PAYMENT EA. EACH KIT. KITCHEN E.J. EXPANSION JOINT S.L.D. SEE LANDSCAPE 1.15. UPON COMPLETION OF THE WORK, OR SHORTLY BEFORE, THE CONTRACTOR SHALL DIRECT THE ARCHITECT LAST PAYMENT SHALL BE MADE BY THE OWNER FOLLOWING SUBMITTAL OF A BILLING FOR WORK COMPLETED AT EL. ELEVATION LAB. LABORATORY DRAWINGS TO PREPARE A PUNCH LIST , IF NECESSARY, OF CORRECTIONS, REMEDYING UNSATISFACTORY AND/OR SUBSTANTIAL COMPLETION. A FINAL PAYMENT, WHICH INCLUDES RETENTION FROM ALL PREVIOUS BILLING SHALL BE SLDR. SLIDER LIST OF DRAWINGS NOTICE INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS UNDER THE MADE NO EARLIER THAN 15 DAYS AFTER RECEIPT BY THE OWNER OF THE FINAL BILLING FROM THE CONTRACTOR, ELEV. ELECTRICAL LAM. LAMINATE ELEV. ELEVATOR LAV. LAVATORY S.N.D. SANITARY NAPKIN TERMS OF THE OWNER/CONTRACTOR AGREEMENT. RELEASE OF ALL WAIVER OF LIENS AND TURNING OVER OF ALL MANUFACTURERS'WARRANTIES, OPERATIONS MANUALS, EMER. EMERGENCY LT. LIGHT DISPENSER ARCHITECTURAL These drawings and specifications are the ETC. AND THE FILING OF THE FINAL "NOTICE OF COMPLETION"WITH THE COUNTY OF SANTA CLARA. S.N.R. SANITARY NAPKIN property and copyright of G7A I Gonzales ENCL. ENCLOSURE A00.0 PROJECT DATA AND SUMMARY, GENERAL NOTES, SITE PLAN, E.P. ELECTRICAL MAX. MAXIMUM RECEPTACLE VICINTY MAP, LIST OF DRAWINGS, PROJECT DIRECTORY, LEGEND, Architects and shall not be used on any other PANELBOARD M.C. MEDICINE S.O.G. SLAB ON GRADE PROJECT KEY NOTES, ACCESSIBILITY DIAGRAMS work except by written agreement with EQ. EQUAL CABINET SPEC. SPECIFICATION G7A I Gonzales Architects. PROJECT KEY NOTES EQPT. EQUIPMENT MECH. MECHANICAL SQ. SQUARE A01.0 SITE PLAN, IMAGES OF EXISTING AND PROPOSED EXIST. EXISTING MEMB. MEMBRANE S S D SEE STRUCTURAL MTL. METAL DRAWINGS A02.0 PROPOSED FLOOR PLANS, DETAILS, ELEVATIONS, The Contractor shall verify all existing DIVISION 2 -SITE WORK MFR. MANUFACTURER conditions. Written dimensions take preference M.H. MANHOLE over scaled dimensions and shall be verified on the project site. Any discrepancy shall be 2.01 (E) CONSTRUCTION -GENERAL NOTE. (E) CONSTRUCTION brought to the attention of G7A I Gonzales SHOWN IS TO REMAIN UNLESS OTHERWISE NOTED. ALL WORK SHALL Architects prior to the commencement of any BE CARRIED OUT IN THE MOST EFFICIENT MANNER. PROVISIONS SHALL work. BE MADE TO PROTECT ALL NON-CONSTRUCTION PERSONNEL FROM COMING IN CONFLICT WITH CONSTRUCTION WORK AND/OR The drawings show only representative and CONSTRUCTION DEBRIS. THE CONSTRUCTION SITE SHALL BE typical details to assist the Contractor.They do RETURNED TO A CLEAN STATE AT THE END OF EVERY WORKDAY. CLEAR ACCESS TO (E) MEANS OF EGRESS SHALL BE MAINTAINED AT notillustrhallapplate every condition. Similar details ALL TIMES. WHERE DEMOLITION WORK IS NECESSARY, ALL AREAS shall apply ns similar conditions. All DEMOLISHED SHALL BE RETURNED TO THE SAME OR BETTER attachments,connections,fastenings,etc.,are to CONDITION IN WHICH THEY WERE ORIGINALLY FOUND. be properly secured in conformance with best PROJECT DIRECTORY practice,and the Contractor shall be responsible for providing and installing them. OWNER DIVISION 3 -CONCRETE ROMAN CATHOLIC DIOCESE OF SAN JOSE The intent of these drawings is to include all 1150 FIRST STREET, SUITE 150, SAN JOSE, CA 95112 labor,materials and services necessary for the 6.01 (N) REINFORCED CONCRETE WALKS, LANDINGS AND STAIRS. CONTACT: HEATHER GLOSTER; DIRECTOR OF CEMETERIES completion of all work shown,described or PROVIDE A NEW WALKWAY, LANDINGS, AND FLATWORK OF INTEGRALLY VOICE: 408.342.1511 reasonably implied,and is not limited to that COLORED CONCRETE TO BE INCORPORATED INTO A COMPREHENSIVE EMAIL: HGLOSTER@CFCSMISSION.ORG explicitly indicated in the Contract Documents. LANDSCAPE AND HARDSCAPE PLAN. COLOR SHALL MATCH EXISTING The Contractor is responsible for dimensions, ADJACENT. NEW SLOPED WALKWAY SHALL HAVE A MAXIMUM SLOPE IN STRUCTURAL ENGINEER quantities and coordination of the work of all THE DIRECTION OF TRAVEL <1:20, WITH A MAXIMUM 2% CROSS SLOPE. ZFA STRUCTURAL ENGINEERS mmoigp ALL LANDINGS AND FLATWORK SHALL HAVE A MAXIMUM CROSS SLOPE 601 MONTGOMERY STREET I SUITE 1450 OF 2%. MAX. LEVEL CHANGE SHALL BE 1/2". SAN FRANCISCO, CA 94111 BULLETINS 6.02 (N) REINFORCED CONCRETE FOUNDATIONS. PROVIDE NEW CONTACT: RYAN BOGART PRE-APPLICATION SUBMITTAL05.01.2020 REINFORCED CONCRETE FOUNDATIONS AT BUILDING PERIMETER. VOICE: 415.243.4091, EXT 202 EMAIL: r anb zfa.com DIVISION 6 - ROUGH CARPENTRY LEGEND AND SYMBOLS 6.01 (N) ROUGH FRAMING. ALL WOOD FRAMING SHALL BE AS NOTED. DOOR TYPE WINDOW Date: 05.01.2020 DIVISION 9 - FINISHES ec HRDWR GRP TYPE <> Scale: AS NOTED 9.01 WOOD STAIN: PREPARE ALL EXTERIOR SURFACES FOR SCHEDULED PAINTING. ALL SEALER, PRIMER, ADDITIVES, AND FINISH DETAIL 0 (N)CONC. Drawn By: IAG COATS SHALL BE OF ONE MANUFACTURER. EACH AREA TO RECEIVE DWG. NO. Checked By: IAG TWO COATS, U.O.N. (E) EXISTING TO REMAIN cx� PROPOSED DEVELOPMENT COMPARISON (E) CONSTRUCTION TO Job No: 2019.0009 A C11111 � BE REMOVED INTERIOR ELEV. (E) CONSTRUCTION TO CURRENT PROPOSED ORIENTATION __-`__ D B BEREMOVED-TRENCHING DRAWING NO. (N) NEW/RECONSTRUCTED, VicinityMap, Drawings, IN-GROUND BURIAL PLOTS 625 Graves 625 PLOTS - NO CHANGE C 2X4 STUDS @ 16" O.C. W/5/8 Project DIM TO (E) GYPSUM BOARD EACH SIDE, Notes,Abbreviations, ABOVE GROUND CREMAINS 216 NEW UNITS ADDED D M TO �F��ERTY LINE NICHES 144 UNITS 360 UNITS - COMBINED F.O.S. ACCESSIBLE PATH OF TRAVEL DIM TO DEVELOPMENT TOTAL 769 UNITS 985 UNITS - SECTION TOTAL C.L. OF WALL (N) EMERGENCY LIGHTING W/ ROOM FINISHES BATTERY BACKUP RM. NAME. (N) EMERGENCY EXIT SIGNAGE RM. NO. AOOOO WALL FIN CEIL. FIN BASE FIN. FLR. FIN. Scope of Work— Community Development Department Planning Division — Cupertino Proposed New Pergola Structure and Cremains Niches Narrative CUPERTINO APPROVED (:] 7jk Case# DIR-2020-006 The project will consist of a new integrally colored structurally Application Number(s) reinforced slab on grade with foundations for a new wood frame To Cristo Rey Drive and � pergola similar to an adjacent structure. The new free-standing Approva I Body: Director/ Staff 7 / / Roundabout 10-foot high pergola, as with the existing one, will shelter 3 new architecture I urban Approval Date 08/04/20 �_ sets of double-sided premanufactured cremains niches, and will 67A Water Street San Francisco CA 94133 Signature Eon Yau — be set on the existing lawn area of the existing Veterans section Voice415.776.8065 Case Manager of the cemetery in the northeast area of the property near the design@G7Arch.com 00 is gated entry. www.G7Arch.com O • Existing Pergola & Niches • Concrete paved area: 422 SF New Garden Pergola structure: 302 SF Existing Archbishop Pergola height: 10'-1 1/2" Structure Residence • Niches (3); total area: 57 SF Existing Cemetery New Pergola & Niches Entrance and Gates Concrete paved area: 702 SF (inclusive of accessibility ramp, connecting walk and arrival landing) Vete ra n s Pergola structure: 220 SF Pergola height: 10'-3" � Niches (3); total area: 57 SF Pergola l" - . Catholic !Jlcr�iB a���t17 .f� �. athol c Cemietiiies S ..l Existing Neighboring For the Roman Catholic Bishop of 'k Residences I San Jose Existing Photovoltaics Future Ground Burial R - Gate of Heaven Catholic Cemetery P 22555 Cristo Rey Drive Los Altos, Califonia ` A USED ARCHi `Y r * #C-19332 N r 9 2.31. 2 a F Q, 1- NOTICE ' "� N '�` ` '�' F�'� " xh c These drawings and specifications are the T property and copyright of G7A Gonzales p p Y Y�t'Ypik'�� 'tic, �` a � i A N h � £ LIN" �` "� Architects and shall not be used on any other work except by written agreement with G7A I Gonzales Architects. • ((( View of existing pergola and cremains niches The Contractor shall verify all existing xisting Pergola & Niches conditions. Written dimensions take preference over scaled dimensions and shall be verified on • ` the project site. Any discrepancy shall be brought to the attention of G7A I Gonzales Architects prior to the commencement of any work. 0I � �, � I � The drawings show only representative and r typical details to assist the Contractor.They do not illustrate every condition. Similar details shall apply to similar conditions. All A 3: ., R9iw attachments,connections,fastenings,etc.,are to 0 IJ�1$ Lire be properly secured in conformance with best gay - - practice,and the Contractor shall be responsible — — — — — — �pPr�p ;. '° _' for providing and installing them. OThe intent of these drawings is to include all AREA OF WO RK— 0 - labor,materials and services necessary for the Existing Roadways Proposed New ,�83 completion of all work shown,described or ■ reasonably implied,and is not limited to that Pergola and Niches explicitly indicated in the Contract Documents. The Contractor is responsible for dimensions, ■ quantities and coordination of the work of all View of context of existing pergola and proposed site immediately to • the right (highlighted area); existing landscape screening in BULLETINS background to remain PRE-APPLICATION SUBMITTAL 05.01.2020 • O • Date: 05.01.2020 Scale: AS NOTED O O Drawn By: IAG 0 � O O Checked By: IAG Job No: 2019.0009 0 0 � -------------------------J -- ------- -- Area of Work Existing Cemetery Existing Veterans' Memorial - Administration Offices Conceptual rendering of proposed new pergola (see also detail plans N and elevations) 0 30 FT • 21 Site Plan - Partial A0.1 Scale: 1" = 30'-0" Keynotes Community Development Department LAG BOLT FROM ABOVE THROUGH Planning Division — Cupertino INTO POST; COUNTERSINK AND CUPERTINO APPROVED 11 1/4" PLUG -TYP. Case# DIR-2020-006 4X8 TRELLAGE-TYPICAL 2'-1 1/2" V-9" 10 1/2' 10 1/2" --� Application Number(s) 2„ 2„ 2„ TYP. — '� I 1 (3 71 Approval Body: Director/ Staff 19 SIM. architecture I urban Approva I Date 08/04/20 41 I I 67A Water Street San Francisco CA 94133 Signature Ellen Yau �— Voice415.776.8065 Case Manager N design@G7Arch.com NICHE BANKS, TYPICAL www.G7Arch.com M OF 3 - N.I.C. m wAs\Io 0) w l a w Q 0° z Structure I Ow d N Z Q w l Ow l 3 3/4" 3 3/4" _�-_J1T_ , Veterans' I 8X10 WOOD PERIMETER BEAMS- Per 0 I a TYPICAL 12 Pergola Side Elevation SIMPSON CBT4Z CONCEALED BEAM TIE -TYPICAL A1.0 Scale: 1/4" — V-0�� 1/2"X 4 3/4" DOWEL PIN - TYP. OF 6; CUT SHORT ENDS TO 4 3/4"; COUNTERSINK AND PLUG. icra to o f �tT .t Catholic Ce iete es 8X8 WOOD PERIMETER BEAMS- ---� For the Roman Catholic Bishop of TYPICAL. 19 —ADD ALTERNATE: HDG STEEL Al I I San Jose POST WITH 1X8 MITERED CORNER I WOOD WRAP TO CONCEAL. �� Gate of Heaven Catholic Cemetery 22555 Cristo Rey Drive Los Altos, Califonia N co p � O c � A R C h p. G pN 'r * I C-19332 N EXISTING PERGOLA AND PROPOSED NEW PERGOLA AND �� j2.31. e NICHES NICHES F F° OP C A �\ 19 Pergola Beam and Trellage Connection 11 Pergola End Elevation NOTICE A1.0 Scale: 1 1/2" = 1'-0" SEE ALSO JOINERY ISOMETRIC DETAIL (21/A1.0) BELOW A1.0 Scale: 1/4" = 1'-0" AS VIEWED FROM STREET/CURB These drawings and specifications are the property and copyright of G7A I Gonzales Architects and shall not be used on any other LAG BOLT FROM 15'-3" (E) 6'-0" 18'-8" work except by written agreement with ABOVE AND 10G7A I Gonzales Architects. PLUG (E) IRRIGATION BOXES/CONT OLS; ( ) NICHES-TYP. 4X8 WOOD TRELLAGE-TY (E) PERGOLA -- F 3 BANKS, The Contractor shall verify all existing N� POSTS-TYP. FLUSH TO SLA W/(N) SLIP-RESISTA T N.I.C. conditions. Written dimensions take preference COVERS -------' over scaled dimensions and shall be verified on the project site. Any discrepancy shall be (__(E) SLAB ON brought to the attention of G7A I Gonzales GRADE Architects prior to the commencement of an -_ -- - - - - - - - rt-- --- p Y 8X10 WOOD PERIMET a work. __ - BEAM-TYP. c The drawings show only representative and (E) NICHES typical details to assist the Contractor.They do ----------------------------------------- not illustrate every condition. Similar details shall apply to similar conditions. All (N) CONC. o attachments,connections,fastenings,etc.,are to WALKWAY I - -- ===_' I be properly secured in conformance with best j practice,and the Contractor shall be responsible for providing and installing them. 8X8 WOOD POST-TYP. The intent of these drawings is to include all _ J------------------- labor,materials and services necessary for the --- _�a� — — — — — — — --_- --, 0 0 0 completion of all work shown,described or lo o reasonably implied,and is not limited to that LAG BOLT FROM M N -- ------- / explicitly indicated in the Contract Documents. ABOVE AND - --- `� The Contractor is responsible for dimensions, PLUG \ quantities and coordination of the work of all i +1 Z N O I I 05'-0" — — BULLETINS — - - � - - cq LJ_ w o �\� //14 PRE-APPLICATION SUBMITTAL 05.01.2020 r \ -_ K+ Z Q Q w m -------- - - - - - - - - ---------------• IL Date: 05.01.2020 Scale: AS NOTED I 4'-4" 10'-0" Drawn By: IAG 01 12'-10 1/2" L Checked By: IAG o Job No: 2019.0009 E) LAWN-TYP. N w 7w° (N) POSTS; BEAM ....... AND TRELLAGE Proposed Plans, o o �00 - :AND BOVE (NO ROOF). ti (E) CURB AND GUTTER-TYP. N) SLAB ON GRADE Elevations, Details BEAM DAP AT CORNERS TRELLAGE NOTCHING DETAIL FOUNDATIONS; SEE ALSO STRUCTURAL. 6'-0" ENTRY ROADWAY Z A0200 21 Pergola Joinery Detail - Isometric 9 Pergola Plan A1.0 Scale: 1" = 1'-0" A1.0 Scale: 1/4" = 1'-0" ALL EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED.