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883 September Dr - Stamped Plan Set Community Development Department Planning Di ision - Cupertino CUPERTINO APPROVED Case # RM-2 22-004 O Applicatio Number(s) Approval Body: Director/ Staff Approval Date 11/29/ 2 U) Signature Danielle Co dit DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Case Manager Tel: 510.331.6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE-USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO All, z DD EVI TOC S SYMB0" L SCU` PE CF WORK PROJECT DATA PROJECT DIRECTORY 0 A.F.F. Above Finished I.D. Inside Diameter DETAIL SYMBOL-SEE ELEVATION NORTH ARROW 1 . CONSTRUCTION OF NEW 595 SQFT. 1 -STORY ADDITION (TOTAL) PROJECT ADDRESS: 883 SEPTEMBER DR. OWNER Floor INT. Interior AND DETAIL SHEETS CUPERTINO, CA 95014 SHOUCHEM YEN 2. CONVERT EXISTING KITCHEN INTO A NEW BEDROOM APPROX. Approximate LAM. Laminate � ZONE DISTRICT: R1 -6 883 SEPTEMBER DRIVE 9 DRAWING NUMBER ALIGN CUPERTINO Q BLDG. Building MAX. Maximum CA 95014 CAB. Cabinet MFR. Manufacturer SHEET NUMBER 3. RELOCATE KITCHEN TO THE EXISTING FAMILY ROOM LAND USE DESIGNA: RESIDENTIAL LOW DENSITY (1 -5du/ac) T: 408-517-1121 CLG. Ceiling MIN. Minimum ASSESSORS PARCEL #: 362-12-021 CONTACT: ALEX YEN W � CLR. Clear MISC. Miscellaneous - ELEVATION 4. UPGRADE EXISTING ELECTRICAL MAIN PANEL TO 200-AMP. 1 alexyen@gmail.com COL. Column MTD. Mounted DIMENSIONS FROM FACE - REFERENCE LOT AREA: ±6,000 S.F. Q CDCONC. Concrete (N) New TO FACE SYMBOLS 5. M.E.P. WORKS PER NEW CONSTRUCTION NO. OF STORIES: 1 LAND SURVEYOR CONT. Continuous N.I.C. Not in Contract WEC & ASSOCIATES w Q CTR. Center No. or Number 2625 MIDDLEFIELD ROAD, #658 W U DTL. Detail N.T.S. Not to Scale REVISION (CLUDED AROUND ALLOWABLE F.A.R.: 2,700 SF (45%) PALO ALTO, CA 94306 m DIA. Diameter O.C. On Center EXTENT OF REVISION) LOT COVERAGE ALLOWABLE: 2,700 SF (45%) T: 650-823-6466 z DIM. Dimension OPP. Opposite CONTACT: ED WU WFIRST FLOOR FRONT SETBACK: 20' � DN. Down REQ'D. Required w H DWG. Drawing RM. Room FIRST FLOOR SIDE SETBACK: 5', TOTAL 15' ARCHITECTURAL(E) Existing SSD. See structural drawing FIRST FLOOR REAR SETBACK: 20' DENG DESIGN STUDIO WQ W EA. Each STD. Standard C/) W EP. Electrical panel STOR. Storage HEIGHT LIMIT: 28' P.O.BOX 1834 4 DANVILLE, CA 94526-6834 /1 � U EQ. Equal SUSP. Suspended T: 510-331 -6059 J CC) EXT. Exterior TYP. Typical EXISTING RESIDENCE (HABITABLE AREA): 1 ,607 SF CONTACT: JEREMY DENG F.E.C. Fire Extinguisher U.O.N. Unless Otherwise EXISTING GARAGE: 472 SF dengdesignstudio@gmail.com Cabinet Noted FLUOR. Fluorescent V.I.F. Verify in Field PROPOSED ADDITION: 595 SF F.O.S. Face of Studs W. Width FURR. FurringPROPOSED TOTAL F.A.R.: 2,674 SF = 44.5% GA. Gauge PROPOSED TOTAL LOT COVERAGE: 2,674 SF = 44.5% w GYP. Gypsum >_ HYWR. Hpr�#are ALLOWABLE COVERAGE FOR OVERHANG, PATIO & PORCH: 300 SF (5%) 233 SF (ROOF OVERHANG) + 38 SF (ENTRY PORCH) = 271 SF a= 0 Z .o a Issue & Revisions: Date: OCOMY MAP DESIGN MTERA HERS VEROHC TICK RE URINC LIST DUNG CODE ANALYSOS DRAINING NDEX PLANNING PRELIMINARY REVIEW 10/15/21 MINOR RESIDENTIAL PERMIT 02/15/22 APPLICABLE CODE: 2019 CALIFORNIA RESIDENTIAL CODE (FILED-VERIFIED BY A CERTIFIED HERS RATER) ALL WORKS SHALL CONFORM TO FOLLOWING CODES: 1 FOR PLANNING COMMENTS O4/25/22 A-0.0 TITLE SHEET 11 2 FOR PLANNING COMMENTS 07/11/22 C-0 BOUNDARY & SITE SURVEY MAP LOADS: 2019 C.R.C.; 2019 C.B.C; 2019 CIVIC; 2019 CPC; 2019 CEC; 2019 CFC; A-0.1 SITE PLAN 3 FOR PLANNING COMMENTS 09/06/22 11 AND 2019 CALIFORNIA ENERGY CODE; 2019 CALGREEN STANDARD CODE; AS A-0.2 EXISTING FLOOR/DEMOLITION PLAN 4 FOR PLANNING COMMENTS 09/30/22 g$' A ROOF: FLOOR: AMENDED BY THE STATE OF CALIFORNIA AND THE LOCAL GOVERNMENT ARE A-0.3 FLOOR AREA CALCULATIONS-uus Dr APPLICABLE TO THIS PROJECT. A-100 NEW FLOOR PLAN ROOFING 3.0 PSF FLOORING 1 .0 PSF PLYWOOD 1 .5 PSF PLYWOOD 2.0 PSF CONVENTIONAL LIGHT FRAMING CONSTRUCTION A-500.1 PROPOSED NEW BUILDING EXTERIOR ELEVATIONS 85 19 A-500.2 EXISTING BUILDING EXTERIOR ELEVATIONS McClellan Terrace RAFTER 1 .5 PSF FLOOR JOIST 3.0 PSF A-600 BUILDING CROSS SECTIONS Kingdom Hall CEILING JOIST 1 .5 PSF INSULATION 1 .0 PSF CONSTRUCTION TYPE: V-B Apartments GB-1 2019 CALGREEN RESIDENTIAL MANDATORY MEASURE CHECKLIST INSULATION 0.5 PSF GYP. BOARD 2.5 PSF `Y GYP. BOARD 2.5 PSF MISC. 0.5 PSF OCCUPANCY: R-3 & U MISC. 1 .5 PSF DEAD LOAD 10.0 PSF FIRE PROTECTION: NONE DEAD LOAD 12.0 PSF LIVE LOAD 40.0 PSF LIVE LOAD 20.0 PSF OFF-STREET PARKING: 2-CAR GARAGE + 2 UNCOVERED PARKING T� t - U ► Sheet Name EXTERIOR WALL: INTERIOR WALL: TITLE SHEET DEAD LOAD 16.0 PSF DEAD LOAD 8.0 PSF Project No. 260720 By: JD Reviewed: MC Scale: SITE AmOmO C munity Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# RM- Applicat n Number(s) Approval Body: Direct /Staff Approva I Date 11/2 22 Signature Danielle Andit AC ASPHALT CONCRETE Ca Manager BC BUILDING CORNER BW BACK OF WALK YEN CB CATCH BASIN RESIDENCE i CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN I I DW DRIVEWAY 1 I EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER 883 SEPTEMBER DRIVE O I I FD FOUND CUPERTINO, CA FF FINISHED FLOOR APN: 362-12-021 FL FLOW LINE FH FIRE HYDRANT FW FRONT OF WALK 0 5 10 20 G GROUND I I GC GARAGE CORNER I I GF GARAGE FACE/FRONT GFC GROUND AT FENCE W E C FC FENCE GM GAS METER & ASSOCIATES N.25027'41 "W. 60.00' NV INVERT RAMP — — — — — — — — — — IP IRON PIPE 2625 MIDDLEFIELD RD#658 5' P.S.E. P.L. I I JP JOINT POLE PALO ALTO, CA 94306 - - - - - - - - - I - - - -� - - - - - - - - - - - - - LG LIP OF GUTTER « TEL: 650 823-6466 T I O/H OVERHEAD 650 5 W.C.E. PC PROPERTY CORNER FAX: 887-1294 — — — — I P.L. PROPERTY LINE / - - - - - - - - - — - - - - - - - - I RW RETAINING WALL L SL STREET LIGHT N SSCO SANITARY SEWER CLEANOUT Q1 I I I SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK ROLLED CURB TC TOP OF CURB CN TOB TOP OF BANK TOE TOE OF BANK O I CD CD t CDTP TOP OF PAVEMENT CD LOT 2 O TWC TOP OF WALLED CURB 6 AREA = 6,000±SQ. CDI �� I U/G UNDERGROUND CD I VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -E- ELECTRICAL LINE -CN- CABLE TELEVISION LINE -G- GAS LINE 5.0 I -SS- SANITARY SEWER LINE LICENSE STAMPS AND SIGNATURE 3 S.E. I -SD- STORM DRAIN LINE I -T- TELEPHONE LINE -W- WATER LINE -W- J J I PROPERTY LINE S rZ FENCE LINE � ��'r•Rp� , 883 SEPTEMBER DRIVE I v m I I EXISTING HOUSE i FF = 103.41 f �<�� . ' BASIS OF BEARINGS: * L.8235 RIDGE=117.69f I THE BEARING, N25.27'41"W, OF THE CENTER �� CA w w LINE OF SEPTEMBER DRIVE, AS SHOWN ON rn THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, N STATE OF CALIFORNIA, IN BOOK 123 OF F MAPS AT PAGE 45, WAS USED AS THE I I Z:d- I BASIS OF BEARINGS SHOWN ON THIS MAP. ISSUED z 5.0 I z No. Description Date I 5.1 BASIS OF ELEVATION: -Q� 20' B.S.L. o� TBM ELEV=100.00 (ASSUMED) I i UTILITY NOTE: Ln i N N „ ,`�; UNDERGROUND UTILITIES. SHOWN PER N N SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND i 2'X10' A.E. SERVICE ALERT (USA) 1-800-642-2444. I L P. . , � DATE: _ _� - - LEGAL DESCRIPTION DEC 31,2021 N.25`27'41 "W. 60.00' LOT 2, TRACT NO.2738, MAP REF: BOOK SCALE: 1"=10' 123 PAGE 45 DRAWN: BG NOTE: JOB: 10078 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF FOUNDATION WALL SHEET TITLE: EBM 2. THIS IS NOT A TOPO SURVEY. THE PURPOSE IS DEFINE THE BUILDING BOUNDARY& -100.00 FOOTPRINT RELATIVE TO THE PROPERTY LINE. SEPTEMBER DRIVE 601R/W SITE ) I SURVEY MON MON SHEET NO. coo WEC Community Development Department Planning Di ision — Cupertino cuPeRTino APPROVED PUBLIC WORKS DEPARTMENT NOTES LEGEND O Case # RM-2 22-004 PROPERTY LINE Applicatio Number(s) 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY — 0 OF THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE Approval Body: Director/ Staff OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM 11/29/ 2 THE CITY OF CUPERTINO SPECIFICATION OR THERE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE PROPOSED NEW STRUCTURE Approval Date THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH CIO Signature Danielle Cor dit THE SAME IS TO BE COMPLETE, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. DENG DESIGN Case Manager 5'-0" 50'-0" 5'-0" L.Ile2. CONTACT PUBLIC WORKS AT (408)777-3104 FOR INSPECTION OF GRADING, STOME DRAINAGE, AND PUBLIC (E) (E) IMPROVEMENT. EXISTING PUBLIC SIDEWALK P.O. Box 1834 SETBACK SETBACK 3'-0" 20 60.00' N25027'41 "W 18 19 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. Danville, CA 94526-6834 a Tel: 510.331.6059 KPSE 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. a 4 (N) OR (E) CONCRETE PAVEMENT DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE 9 o N 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK SUBJECT TO RE—USE WITHOUT WRITTEN Il + OR REMOVING ANY TREES. EXISTING OR NEW 6'-0" HT. WOODEN FENCING LINE AUTHORIZATION OF DENG DESIGN STUDIO _ 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL . STORM WATER DRAINAGE DIRECTION LLJ BOARD FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. Y U m 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. Cn w 8 9 \_ 7 I o Z 8 AND DIRECTED T LANDSCAPE AREAS ALL .TO BE RELEASE O THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS IRE KEY NOTES P 12 11 OP 9. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT (E) GAS METER. PROVIDE MIN. 3'-0" FROM THE CENTER OF GAS LINE RAISER TO THE CLOSEST WINDOW EDGE TYP. TYP OF WAY, WHICHEVER COMES FIRST, THE OWNER AND/OR THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT. CONTACT PUBLIC WORK DEPARTMENT @ (408)777-3354 FOR REQUIREMENTS & [2 (E)(E) ELECTRICAL METER TO REMAIN. UPGRADE ELECTRICAL MAIN PANEL TO 200—AMP PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A CERTIFICATE OF LIABLITY INSURANCE & A SEPRATE Q 2A L11 I ENDORSEMENT NAMING THE CITY OF CUPERTINO AS ADDITIONAL INSURED AS WELL AS VALID CONTRACTOR (E) WATER METER TO REMAIN LICENSE (NOTE LICENSE B CONTRACTORS ARE ONLY PERMITTED TO PERFORM WORK ON—SITE % WILL NOT BE PERMITTED TO PERFORM WORK IN THE PUBLIC RIGHT OF WAY). ® EXISTING TREE TO REMAIN. NO TREE REMOVAL UNDER THIS PERMIT APPLICATION 10. PRIOR TO DEMOLITION PERMIT IS ISSUED, CONTRACTOR SHALL INSTALL TREE PROTECTION FOR ON—SITE (E) CONCRETE DRIVEWAY APPROACH & DRIVEWAY TO REMAIN O M AND/OR OFF—SITE TREES TO REMAIN, AND CONTACT PUBLIC WORKS INSPECTOR FOR INSPECTION. ©PROPOSED ADDITION EXISTING CITY'S STREET SIDE LANDSCAPE TO REMAIN 2 I �J F 569 SF L 11. IF PROJECT DAMAGES THE CITY'S SIDEWALK, DRIVEWAY, OR CURB & GUTTER AS RESULT OF CONSTRUCTION (N) 36" SQ. x 4" THK. A/C UNIT CONCRETE PAD. CONDENSER SOUND LEVEL SHALL BE MAX. 50dBA. ( ) ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE & REPLACE ANY DAMAGES AS r DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN ENCROACHMENT PERMIT WIL ALSO BE REQUIRED. CONDENSER SPEC: MRCOOL PRODIRECT 4 TON HEAT PUMP AC UNIT. 63dBA OR EQ. Q 12. MORETTI DR. IS RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN PLACE FOR A PERIOD OF SOUND REDUCING BLANKET: BRINMAR SBLHD SOUND BLANKET WITH MIN. 40% NOISE REDUCTION L= J THREE YEARS. HOWEVER, EXCEPTIONS CAN BE GRANTED WITH PROPER PAVEMENT RESTORATION SUCH AS A NOTE: AC UNIT & LOCATION ARE NOT APPROVED AS PART OF PLANNING "MINOR RESIDENTIAL PERMIT". IT WILL Q �I I SLURRY SEAL. THEREFORE, ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEMENT. BE EVALUATED FOR COMPLIANCE WITH THE COMMUNITY NOISE OEDINACE DURING BUILDING PERMIT REVIEW w o Q � o ® (E) RETAINING WALL TO REMAIN I - � o � w 9❑ (E) LANDSCAPED AREA TO REMAIN. NO NEW LANDSCAPING WORK WILL BE PROPOSED INSTALL A NEW EXCESS FLOW OR MOTION SENSOR AUTOMATIC SHUT—OFF VALVE FOR (E) GAS METER U N N IS REQUIRED wU M I� cc _ 11 a. ALL EXTERIOR HARD SURFACE SHALL BE INSTALLED WITH A MIN. 1% SLOPE & SHALL DRAIN WATER AWAY z O Z — — EXISTING DWELLING UNIT z FROM THE BLDG. WALL. DRAINAGE SWALES SHALL HAVE A MIN. SLOPE OF 1.5%. MAX. GRADE SLOPE IS 33%. W z u b. LOT SHALL GRADE TO SURFACE WATER AWAY FROM FOUNDATION WALLS AT MIN. 5% SLOPE AT FIRST 10'-0" MEASURED PERPENDICULAR TO THE FACE OF THE WALL & 2% TOWARDS TO THE PUBLIC RIGHT—OF—WAY 0— o o c. LOT DRAINAGE SHALL NOT CROSS A PROPERTY LINE Q LJ.J LJ J o U 0 12 ROOF DOWN SPOUTS TO DIRECT STORM WATER TO LANDSCAPED AREAS M 0- 13 CONTRACTOR TO VERIFY (E) SEWER LATERAL SIZE. IF IT IS SMALLER THAN 4"0, UPGRADE (E) SEWER LATERAL CO co O O U TO A NEW PVC 4"0 SEWER PIPE AND INSTALL A NEW LEAN—OUT WITHIN 2'-0" OF BUILDING WALL AS REQUIRED II 14 CONTRACTOR TO OBTAIN A ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORKS ON RIGHT—OF—WAY LJ II 15 NEW OUTDOOR WALL MOUNTED WALL SCONCE. PR LED ADDITION LIGHT FIXTURE SPEC: JOHN TIMBERLAND. BLACK STEEL LED WITH MOTION SENSOR WALL MOUNTED FIXTURE ° (26 SF) II NOTE: FIXTURE SHALL BE HIGH EFFICACY OR LOW LUMINARIES CONTROLLED BY: a. MANUAL ON/OFF SWITCH TAHT DOESN'T OVERRIDE TO ON THE AUTOMATIC ACTIONS OF b OR c BELOW. II _ b. MOTION SENSOR NOT HAVING AN OVERRIDE SWITCH THAT DISABLES THE MOTION SENSOR w `� c. PHOTO CONTROL NOT HAVING AN OVERRIDE SWITCH THAT DISABLES THE PHOTO CONTROL 15 ❑ ❑ d a I 16 ROOF RAIN WATER SHALL BE DRAINED THROUGH DOWNSPOUT AND DISCHARGED TO LANDSCAPING AREA 16 TYP. LLJ UP - 17 (E) 3" CITY STREET TREE "CHANTICLEER" TO REMAIN TYP. z 9 3 13 d z z 18 (E) 3" PLUM TREE TO REMAIN Qo � ° Cn I 19 (E) 3" ORANGE TREE TO REMAIN c¢aLLJLoo w Y coE w o, Q Y, 20 (E) 2" APPLE TREE TO REMAIN w N _ O o C, w a� o cv o o Lill a Issue & Revisions: Date: 60.00' N25o27'41 "W d STORM WATER DRAINAGE & RETENTION DURING CONSTRUCTION PLANNING PRELIMINARY REVIEW 10/15/21 a ° aAd MINOR RESIDENTIAL PERMIT 02/15/22 tl \ 1. ERODED SEDIMENTS AND POLLUTANTS SHALL BE RETAINED ON SITE AND SHALL NOT BE TRANSPORTED FROM THE SITE 1 FOR PLANNING COMMENTS 04/25/22 a 14 °<�a` a VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND.4 2 FOR PLANNING COMMENTS 07/11/22 \° 0 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION—RELATED MATERIALS SHALL BE COVERED AND/OR PROTECTED FROM 3 FOR PLANNING COMMENTS 09/06/22 N BEING TRANSPORTED FROM THE SITE BY WIND OR WATER. 4 FOR PLANNING COMMENTS 09/30/22 :-. W LL:LL: 3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND SHALL NOT CONTAMINATE THE SOIL NOR THE SURFACE WATERS. ALL APPROVED TOXIC STORAGE CONTAINERS ARE TO BE . . . . . . . . . . . . a PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY AND SHALL NOT BE WASHED INTO THE DRAINAGE SYSTEM. 6 17 5 3 4. NON—STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED IJON THE PROJECT SITE. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTE ON—SITE UNTIL IT CAN BE APPROPRIATELY DISPOSED OF OR RECYCLED. SEPTEMBER DRIVE 6. TRASH AND CONSTRUCTION —RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF STORM WATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE Z�Ie4,, STREET/PUBLIC WAYS. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY (J A COVENANT SHALL BE RECORDED PRIOR TO FINAL RAIN OR BY ANY OTHER MEANS. OCCUPANCY TO ESTABLISH THE CONFORMING & 8. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE PROVIDED TO RETAIN STORM WATER RUNOFF ON—SITE AND SHALL BE Sheet Name NON—CONFORMING SIDE SETBACKS PER THE PLANNING PROPERLY LOCATED TO COLLECT ALL TRIBUTARY SITE RUNOFF. SITE PLAN DEPARTMENT OF THE CITY OF CUPERTINO REQUIREMENT 9. WHERE RETENTION OF STORM WATER RUNOFF ON—SITE IS NOT FEASIBLE DUE TO SITE CONSTRAINTS, RUNOFF MAY BE CONVEYED TO THE STREET AND THE STORM DRAIN SYSTEM PROVIDED THAT AN APPROVED FILTERING SYSTEM IS Project No. 260720 INSTALLED AND MAINTAINED ON—SITE DURING THE CONSTRUCTION DURATION. By: JD Reviewed: MC FRONT YARD IMPERVIOUS SURI=ACL AREA CALLS Scale: 1/8"=1'-0" REQUIRED FRONT YARD AREA MAX. ALLOWED IMPERVIOUS SURFACE AREA IMPERVIOUS SURFACE AREA S I T E PLAN 60'x2O' = 1,200 S.F. 1,200 x 40% = 480 S.F. 455 S.F. Scale: 1/8"=1'—O" LANDSCAPING AREA A Oni TOTAL OF NEW LANDSCAPING AREA, INCLUDES FRONT YARD + SIDE YARD + REAR YARD = 3,630 S.F. Community Development Department Planning Di ision - Cupertino CUPERTIN4 APPROVED O Case # RM-2 22-004 Applicatio Numbers) LEGEND Approval Body: Director/Staff Approval Date 11/29/ 2 EXISTING CONSTRUCTION TO REMAIN Signature Danielle Cor dit - — — — — - EXISTING CONSTRUCTION TO BE DEMOLISHED Case Manager - - - - - - DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331.6059 DING DESIGN STUDIO RETAINS OWNERSHIP 3 OF ALL DRAWINGS. ANYONE RECOGNIZES A500.2 THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE-USE WITHOUT WRITTEN B __ 731 — AUTHORIZATION OF DENG DESIGN STUDIO II TOTAL LENGTH OF EXISTING EXTERIOR WALL = 212'-5" o TOTAL LENGTH OF EXISTING EXTERIOR WALL + WINDOW/DOOR OPENING 1 TO BE DEMOLISHED/MODIFIED = 89'-6" II (E) (E) BEDRM 2 M. BATH 4 TOTAL EXISTING HABITABLE AREA = 1,591 SF I L _ L — — TOTAL REMODELING HABITABLE AREA = 849 SF (53.3%) I II (E) CLOSET E \ (E) M. BATH \ _ STORAGE / � \ \ (E) CLOSET / `C \U Q STORAG Q QO (E) 0 (E) BATH 2 BEDRM 3 LJJ U �I I co 0 LJJ H FAMILY RM Q LJJ LJJ 2 J� REF. 4 U A500.2 2 06 M � 00 I III I'L—_JI III E _ _ II�II I KITCHEN r � IIII �� �\ I � UTILITY D-W. }��� L (E) — —/T STORAGE FOYER � II � II � O J E W E i� O v� O COAT \\� LAUNDRY (E) CLOSET l\ BATH LD (E) 2-CAR F./ / GARAGE (E) IT(E) A / o BEDRM 1 CLOSET Z �v � � \� - - - - - - - - - - - - - - - - - - - - (E) IIII (E) Issue & Revisions: Date: CLOSET PORCH PLANNING PRELIMINARY REVIEW 10/15/21 / \ MINOR RESIDENTIAL PERMIT 02/15/22 1 FOR PLANNING COMMENTS 04 25 22 L 2 FOR PLANNING COMMENTS 07/11/22 E 3 FOR PLANNING COMMENTS 09/06/22 I 4 FOR PLANNING COMMENTS 09/30/22 i i OO 3 4 1 A500.2 Sheet Name (E) FLOOR/DEMOLITION PLAN Project No. 260720 By: JD Reviewed: MC Scale: 1/4n=1'-0" EXISTING FLOOR DEMOLITION FLAN Scale: 1/4"=1'-0" AmOm2 Community Devel pm nt Depar ent Planning Di ision - Cupertino 4 FLOOR AREA CUPERTINO APPROVED O Case# RM- 22-004 � I A 50'-0"x53'-1 1/2" 2,631 SF Applicati i Numbers 0 Approval Body: Directo / StafF B 22'-7"x1'-11" 43 SF Approva I Date 11/29 2 Signature Danielle C4it FLOOR TOTAL: 2,674 SF Ca4 Manager 1 3 4 DENG DESIGN TOTAL F.A.R.: 2,674 SF (44.5% LOT SIZE) P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331.6059 DENG DESIGN STUDIO RETAINS OWNERSHIP 50'-0" OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE-USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO B - z 0 C= Q L'LJ CD �_ CD Uw U m zwo w0 � LJJ LJJ C/) 0- A co co � N (� U o0 N lf7 z w E CL Z .o Issue & Revisions: Date: PLANNING PRELIMINARY REVIEW 10/15/21 MINOR RESIDENTIAL PERMIT 02/15/22 1 FOR PLANNING COMMENTS 04/25/22 2 FOR PLANNING COMMENTS 07111122 3 FOR PLANNING COMMENTS 09/06/22 4 FOR PLANNING COMMENTS 09/30/22 D - _ B i E 22'-7" Sheet Name FLOOR AREA CALCULATIONS OD 2 3 4 roject No. 260720 y JD eviewed: MC cale: 1 FLOOR AREA CALCULATIONS AmOm3 Scale: 1/4" = 1'-0" Community Development Department Planning Di ision - Cupertino CUPERTIN4 APPROVED FLOOR PLAN GENERAL NOTES LEGEND O Case # RM-2 22-004 Applicatio Number(s) 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION EXISTING CONSTRUCTION TO REMAIN LOCATIONS SHALL BE AS SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT Approval Body: Director/ Staff NOTIFY DESIGNER. FLOOR PLAN BY DESIGNER TAKES PRECEDENCE OVER ALL Approval Date 11/29/ 2 OTHER PLANS. ALL WALLS PARTmONS ARE DIMENSIONED FROM FINISH TO NEW ADD-ON FLOOR AREA U) FINISH. Signature Danielle Cor dit NEW EXTERIOR WALL. 2x4 D.F. #2 WOOD STUD @ 16" DENG DESIGN Case Manager 1 3 4 2. CONTRACTOR SHALL REPORT TO DESIGNER OR STRUCTURAL ENGINEER FOR ANY O.C. WITH 7/8" 3-COAT CEMENT PLASTER OVER DISCREPANCY BETWEEN PLANS, INCLUDING ARCHITECTURAL AND STRUCTURAL SELF-FURRED METAL LATH OVER (2) LAYERS 50'-0" DRAWINGS. ANY DISCREPANCY NOT REPORTED TO THE DESIGNER OR D-GRADE BLDG. PAPER (INDEPENDENTLY WRAPPED) P.O. Box 1834 STRUCTURAL ENGINEER WILL ABSOLVE THE DESIGNER OR STRUCTURAL OVER APA RATED 1/2" OSB OR PLYWD SHEATHING AT Danville, CA 94526-6834 27'-5" 22'-7" ENGINEER FROM ANY LIABILITY. / Tel: 510.331.6059 EXTERIOR SIDE; BATT INSULATION PER T-24 CALCS.; 1'-8" 4'-2" 4'-2" 10'-9" 10'-1" 11'-1" 8'-0" 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AND 1/2" GYP. BD. AT INTERIOR SIDE DENG DESIGN STUDIO RETAINS OWNERSHIP UP UP PRIOR TO STARTING ANY FIELD WORK. NEW INTERIOR CEILING HEIGHT PARTITION. 2x4 D.F. OF ALL DRAWINGS. ANYONE RECOGNIZES #2 WOOD STUD @ 16" O.C. WITH 1/2" GYP. BD. AT THAT NO SUCH DOCUMENTS SHOULD BE 4. ANY DEVIATION CALLED BY THE FIELD CONDITIONS, OR ANY CONDITIONS ALL SIDES (2x6 STUDS FOR PLUMBING WALL) SUBJECT TO RE-USE WITHOUT WRITTEN 48"x3O" DIFFERENT FROM THOSE INDICATED ON PLANS SHALL BE REPORTED IN WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO HORIZ. SL. TO THE DESIGNER OR STRUCTURAL ENGINEER. ANY DISCREPANCY NOT NEW OR EXISTING INTERIOR FULL-HEIGHT AREA SEPARATION o TEMP. GL. o REPORTED TO THE DESIGNER OR STRUCTURAL ENGINEER WILL ABSOLVE THE WALL. 2x4 D.F. #2 WOOD STUD @ 16" O.C. WITH R-13 0 96"x48" v, v, DESIGNER OR STRUCTURAL ENGINEER FROM ANY LIABILITY. BATT INSULATION & FULL HEIGHT 5/8" TYPE "X" GYP. BD. N W/ 48"x48" SL. CONTINUOUS FROM FOUNDATION TO ROOF SHEATHING AT A - - EGRESS - - - q ' 5. AT ALL PERIMETER CONDITIONS WHERE DEMO OCCURS SHALL BE PATCHED AND GARAGE SIDE & 1/2" GYP. BD @ ROOM SIDE BDL. 60"x80" REPAIRED. ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED AS REQUIRED. 72"x8O" SL. DR. SL. DR. TEMP. GL. 6. USE 1/2" "WONDERBOARD" OR "DUROCK" CEMENT BOARD AROUND NEW BUILT-IN CASEWORK TEMP. GL. r - - - - - - - - - - - - - TUB/SHOWER AREA, KITCHEN & UTILITY ROOM. BOARD SHALL BE MIN. 72" W EGRESS 00 HIGH FROM DRAIN INLET. ^ X N NEW MILGARD WINDOW OR EQ. LOW-E DUAL PANE � 7. ALL WINDOW AND EXTERIOR DOORS SHALL BE DBL. GLAZED. PROVIDE W.xHT. GLAZE & VINYL FRAME. REFER TO T-24 CALCULATIONS (E) (N) I I WEATHER-STRIPPED FOR OUT-SWINING DOOR. FOR U-VALUE. WINDOWS WITHOUT SYMBOLS ARE o BEDRM 4 Z O _ EXISTING TO REMAIN. `� M. BEDRM 5 8. NEW TEMPERED GLASS SHALL BE AFFIXED WITH A PERMANENT LABEL, 2019 (N) CRC SECTION R308.1. NOTE: ALL EXTERIOR WINDOWS & SLIDING DOORS SHALL z BATH 4 BE TESTED BY AN APPROVED INDEPENDENT LABORATORY 9. WATER HEATER SHALL BE SEISMIC ALLY ANCHORED TO INCLUDE ANCHORS OR & BEAR A LABEL IDENTIFYING MANUF. PERFORMANCES O co "' N CHARACTERISTICS & APPROVED INSPECTION AGENCY TO ( ) STRAPS AT POINTS WITHIN THE UPPER AND LOWER 1/3 OF ITS VERTICAL -x GREAT RM - INDICATE COMPLIANCE WITH AAMA/WDMA/CSA Ln DIMENSION. THE LOWER STARPS/ANCHORD LOCATED TO MAINTAIN A MIN. `� o ° I I L I DISTANCE OF 4" ABOVE THE CONTROLS. 101/I.S.2/A440 0 10. WATER HEATER MUST BE PROVIDED WITH A TEMPERATURE AND PRESSURE NEW EXTERIOR/INTERIOR DOOR. EXTERIOR SIDE-HINGED Q RELIEF VALVE HAVING A FULL SIZED DRAIN OF GALVANIZED STEEL OR HAND N DRAWN COPPER TO THE OUTSIDE OF THE BLDG. WITH THE END OF THE PIPE DOORS SHALL BE TESTED & LABELED AS CONFORMING TO AAMA/WDMA/CSA 101/I.S2/A440 OR COMPLY CBC � N (N) w NOT MORE THAN (2) TWO FT. OR LESS SIX INCHES ABOVE THE GRADE, 1709A.5.1. DOORS WITHOUT SYMBOLS ARE EXISTING TO X - POINTING DOWNWARD. THE TERMINAL AND BEING UNTHREADED. LLI 00 BATH 3 m o REMAIN. DOOR FINISH AND STYLE TO BE SELECTED BY J 11. FLOOR LEVEL CHANGE SHALL NOT BE MORE THAN 1/2". EXCEPT a) IF STAIRS BUILDING OWNER, U.O.N. _ O 00 � X ARE USED AND DOOR(S) DO NOT SWING OVER THE TOP STEP; b) LANDING AT Ln EXTERIOR DOORWAY PER 2019 CRC SEC. R311.3.1. 12. GLASS DOORS AND WINDOWS SUBJECT TO HUMAN IMPACT MUST HAVE SAFETY Lii UNDER-FLOOR VENTILATION CALCULATION Q - - - - - - - - - - - GLAZING, OR PROTECTIVE GRILL. (PER 2019 CRC CHAPTER 4, SECTION R408.2) co U CLOSET (N) CLOSET � 13. PROVIDE EXHAUST VENTILATION FOR WHOLE-BUILDING MECHANICAL VENTILATION VENTILATION AREA REQUIRED 2,190 S.F./150 = 14.6 S.F. z O _ _ _ _ _ _ _ _ _ _ _ _ _ - - SYSTEM PER 2019 RESIDENTIAL COMPLIANCE MANUAL. EXHAUST FAN MUST - LJJ Z_ F SUPPLY 5 AIR CHANGES PER HOUR & MIN. 20CFM IN ALL BATHROOMS. ��•j STORAGE _1 (N) w 0 KITCHEN EXHAUST FAN SHALL SUPPLY 5 AIR CHANGES PER HOUR. IF HOOD IS S.L. PANTRY R USED AS EXHAUST FAN, IT MUST BE DUCTED TO OUTSIDE. EXHAUST FAN VENTILATION AREA PROVIDED 16' x 5.5" x (27) EA. = 15 S.F. �J_J � J CONTROL SWITCH SHALL BE LABELED & PROPERTY OWNER SHALL PROVIDE Q w (E) I WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM a, BATH 2 14. PROVIDE HEATING EQUIPMENT SUFFICIENT TO MEET REQUIREMENTS SET FORTH 1.NOTE:ALL BLOCKED (E) VENTS BY (N) CONSTRICTION SHALL BE TRANSFERRED TO (N) co U C IN 2019 CRC SEC. R303.10 AT 36" ABOVE FLOOR & 24" FROM EXTERIOR EXTERIOR WALLS. co (E) Fgx72] WALL IN EACH HABITABLE AREA. NBEDRM 3 ° � 2. REFER TO ELEVATION SHEET FOR UNDER-FLOOR VENT LOCATIONS. �' `o L 15. HEIGHT OF COMBUSTIBLE MATERIAL ABOVE KITCHEN RANGE SHALL BE 30" �i o (UNPROTECTED) 24" (PROTECTED). 3. UNDER-FLOOR VENTS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE w P N i MESH OPENINGS OF 1/8" MIN. AND 1/4" MAX IN DIMENSION. (N) X 16. WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISHED WALL MATERIALS KITCHEN = SHALL HAVE CONSTRUCTED OF MATERIAL NOT ADVERSELY AFFECTED BY WATER 4. PROVIDE AT LEASE (1) OPENING WITHIN (3) FT. OF EA. CORNER OF BLDG. (IF GYP. BD. IS TO BE USED, IT MUST BE APPROVED W.G. BOARD INSTALLED F_ - - -1 ACCORDING TO 2019 CRC SEC. R702.3.7 & R702.4. S.L. - - 17. THE TUB/SHOWER VALVES SHALL BE PRESSURE BALANCED AND THE TEMP. K E I NOTES BEDRM 2 L J RATING SET TO 120 DEGREES OR LESS. 18. EMERGENCY ESCAPE WINDOWS FOR SLEEPING ROOMS MUST: = "' w a) MIN. NET CLEAR OPERABLE AREA 5.7 SF. o CD (E) _ b) MIN. NET CLEAR OPERABLE WIDTH 20 INCHES. `0 = w UTILITY > c) MIN. NET CLEAR OPERABLE HEIGHT 24 INCHES. d) MAX. 44" HEIGHT FROM BOTTOM OF CLEAR OPENING TO THE FINISHED FLOOR COAT (E) e) OPERATION SHALL BE FROM INSIDE THE ROOM WITHOUT THE USE OF z COAT FOYER SPECIAL KEYS, TOOLS OR KNOWLEDGE. 00 (N) CLOSET CLOSETAD 19. INSTALL A SMOOTH METAL DUCT AS DRYER VENT EXHAUST TO OUTSIDE WITH A a BACKDRAFT DAMPER. W (E) N 20. SHOWER STALLS AND TUB ENCLOSURES MUST CONFORM WITH THE Issue & Revisions: Date: LAUNDRY - REQUIREMENTS PER 2019 CPC. J ( ) PLANNING PRELIMINARY REVIEW 10/15/21 o cn � E i v, o N BEDRM 1 D (E) 2-CAR w 21. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. 36" AWAY MINOR RESIDENTIAL PERMIT 02 15 22 _ GARAGE FROM DOORS, WINDOWS, OPENING SKYLIGHTS, ATTIC VENTS OR ANY OPENINGS O INTO THE BUILDING PER 2019 CMC. FOR PLANNING COMMENTS 04 25 22 (N) 100, 1 f21'-10" 2 FOR PLANNING COMMENTS 07�11�22 CLOSET _ _ _ _ _ _ _ _ _ EXIST - - - - - - - - - 22. MODIFY (E) DUCTWORKS AS REQUIRED FOR (N) CONSTRUCTION. DUCTS N PENETRATING SEPARATION WALL OR CEILING BETWEEN GARAGE & LIVING AREA 3 FOR PLANNING COMMENTS 09/06/22 00 BATH 1 SHALL BE 26 GA. MIN. PER 2019 CRC SECTION R302.5.2 4 FOR PLANNING COMMENTS 09/30/22 CD 96"x48" W/ CENTERLITE `� PLUMBING FIXTURE NOTES (PER 2019 CALGREEN CODE) EGRESS m - 1. TOILET SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. i 2. SHOWERHEADS SHALL HAVE A MAX. FLOW RATE NOT EXCEED 1.8 GALLONS (N) N - E PER MINUTE AT 80 PSI. WHEN A SHOWER IS SERVED BY MORE THAN 1 PORCH SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALE SHALL MAX. 1.8 i GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY 1 SHOWER OUTLET TO BE IN OPERATE AT A TIME. A-HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 11'-6" 8'-0" 1'-5" 3'-3" P 3'-3" 1'-5" 3. LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED 1.2 GALLONS PER MINUTE loe AT 60 PSI. MIN. FLOW RATE 0.8 GALLONS PER MINUTE AT 20 PSI. 20'-10"� 6' 5" 22'-9" 4. LAVATORY FAUCET FLOW RATE LOCATED AT OUTSIDE OF DWELLINGS OR Sheet Name 50'-0" loe SLEEPING UNITS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. 5. KITCHEN FAUCET FLOW RATE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE FLOOR PLAN O 2 3 4 AT 60 PSI. KITCHEN FAUCET MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAX. RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI Project No. 260720 & MUST DEFAULT TO MAX. FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 By: JD PSI. Reviewed: MC 6. INSTALL AT LEASE ONE QUALIFIED ENERGY STAR DISHWASHER OR CLOTHES WASHERS Scale: 1/4"=1'-0" 7. METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE Am 100 Community Development Department Planning Di ision — Cupertino cuPeRTino APPROVED 1 2 3 5 EXTERIOR ELEVATION KEY NOTES O Case # RM-2 22-004 ALL BUILDING EXTERIOR MATERIALS, FINISHED TEXTURES AND Applicatio Number(s) (E) RIDGE 12 TYP• 11 PAINT COLORS TO MATCH EXISTING. U.O.N. 0 Approval Body: Director/ Staff 2 ❑1 (N) CLASS—B COMPOSITION SHINGLE ROOFING TO MATCH (E) Approval Date 11/29/ 2 ❑2 (E) SHINGLE ROOF TO REMAIN U) Signature Danielle Cor dit ( ) ❑ DENG DESIGN Case nnanager PORCH RIDGE 12 12 3 REPLACE (E) WOOD SIDING WITH (N) CEMENT PLASTER FINISH 5 5 N 12" W.x18" H. ATTIC VENT LOUVER P.O. Box 1834 (N) PORCH PLATE �P��\��� Tel ville510 331 6059 NF �5 (N) WOOD WINDOW TRIM TO MATCH (E) 6 N CEMENT PLASTER FINISH TO MATCH E DENG DESIGN STUDIO RETAINS OWNERSHIP I (N) HEADER O O OF ALL DRAWINGS. ANYONE RECOGNIZES � - __ (E) CEMENT PLASTER FINISH TO REMAIN z 883 z SUBJECT TO RE—USE WITHOUT WRITTEN o = o J ® (N) LEDGE STONE VENEER WITH 2x6 WOOD TRIM ON TOP AUTHORIZATION OF DENG DESIGN STUDIO N o _ I 0 00 0 0 1 o o �9 UNDER—FLOOR VENT. SIZE PER FLOOR PLAN A-100 CID CD 10 ILLUMINATE STREET NUMBER. THE ADDRESS NEEDS TO BE MIN. 4" HIGH WITH A STROKE WIDTH 1/2 MIN. CHARACTERS SHALL o CONTRAST WITH THEIR BACKGROUND (N) FINISHED FLOOR '�' � � � � � 11 ARCH—SHAPE 2x6 WOOD TRIM WITH PAINTED FINISH NEW FRONT ELEVATION t0-° 1 (E) FINISHED GRADE 12 (N) 4x14 DECORATIVE WOOD BRACKET WITH PAINT FINISH Scale: 1/4"=1'-0" 3 5 9 TYP 8 TYP 13 TYP 6 7 L 10 13 (N) WALL MOUNTED LIGHT FIXTURE A B D E 14 (N) CEMENT PLASTER EXPANSION JOINT. PAINT TO MATCH ADJACENT WALL COLOR (E) RIDGE 1 O 1 12 Q 12 w (N) PLATE _8 O (N) HEADER O Q v mU CD :1E711 zoo wz T N FINISHED FLOOR . ... . M � NEW LEFT-HAND SIDE ELEV. ,: . oo U (E) FINISHED GRADE 1'-6" OO Scale: 1/4"=1'-0" 6 14 5 TYP. 7 8 TYP. w 4 3 1 (E) RIDGE 2 4 TYP. (N) RIDGE (N) 12 RIDGE Y�ZG (N) PLATE (N) HEADER 0 Ln _ z w w AD 00 z _ z J J N - - O _ p .. .. p Of Ui 00 DO 0- 0- 0 o Issue & Revisions: Date: PLANNING PRELIMINARY REVIEW 10/15/21 MINOR RESIDENTIAL PERMIT 02/15/22 +1'-4" 0 1 FOR PLANNING COMMENTS 04/25/22 N FINISHED FLOOR ( ), 2 t0 —0 a N FOR PLANNING COMMENTS 07/11/22 a a a 1 NEW REAR E LEVATIO zi (E) FINISHED GRADE 3 FOR PLANNING COMMENTS 09/06/22 Scale: 1/4"=1'-0" 13 TYP 9 TYP 14 6 TYP 5 TYP 4 FOR PLANNING COMMENTS 09/30/22 E OC A I 1 (N) RIDGE (N) RIDGE 1 (N) RIDGE i 12 8 (N) PLATE (N) HEADER _ I Sheet Name NEW BUILDING ELEVATIONS o 00 Project No 260720 By: JD . Reviewed: MC ,.:.. :, +1, 4„ `® (N) D FL00R FINISHE f 0' 0" NEW RIGHT-HAND SIDE ELEVATION ,'-6" 8 7 14 9 6 5 (E) FINISHED GRADE Am500s Scale: 1/4"=1'-0" TYP. TYP. TYP. Community Development Department Planning Di ision - Cupertino CUPERTINO APPROVED 1 2 3 4 Case# RM-2 22-004 O Applicatio Number(s) (E) RIDGE Approva I Body: Director/Staff Approva I Date 11/29/ 2 Signature Danielle Condit Case Manager DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 \hT p��F Tel: 510.331.6059 \ DENG DESIGN STUDIO RETAINS OWNERSHIP -----�r-r----------- — — —_— — —_ —_— OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE II BJECT TO RE-USE WITHOUT WRITTEN U z 883 z AUTHORIZATION OF DENG DESIGN STUDIO (D II 0 0 C) II 1 EXISTING FRONT ELEVATION (N) FINISHED FLOOR ±o -o" 1 Scale: 1/4"=1'-0" (E) FINISHED GRADE B D E z (E) RIDGE O LJ J I LJJco U LLJz 0 LLJ L.LJ U � EXISTING LEFT—HAND SIDE ELEVATION }o, FINISHED FLOOR W c U 2 (E) FINISHED GRADE 4 3 1 z (E) RIDGE e cti OPT E 0 z I Q ) a �C w w z z J J O .. .. O LLJ Issue & Revisions: Date: o o a_ o PLANNING PRELIMINARY REVIEW 10/15/21 MINOR RESIDENTIAL PERMIT 02/15/22 1 FOR PLANNING COMMENTS 04/25/22 EXISTING REAR ELEVATION (N) FINISHED FLOOR FOR PLANNING COMMENTS 07/11/22 ±0 -0 3 FOR PLANNING COMMENTS 09/06/22 Scale: 1 4"=1'-0" (E) FINISHED GRADE 4 FOR PLANNING COMMENTS 09/30/22 E B C . (N) RIDGE .. :......:... 4. Sheet Name : BUILDING ELEVATIONS ,. Project No 260720 By: JD Scale: 1/4"=1'-0" (N) FINISHED FLOOR 4 EXISTING RIGHT—HAND SIDE ELEVATION — (E) FINISHED GRADE Am5OOm2 Community Development Department Planning Di ision — Cupertino CUPERTIN4 APPROVED KEY NOTES 4 Case # RM-2 22-004 Applicatio Number(s) ❑1 (N) ROOF FRAMING PER ROOF PLAN Approval Body: Director/ Staff Approval Date 1 1/29/ 2 (N) R-30 BATT INSULATION. SEE T-24 CALCULATION = Cal Signature Danielle Cor dit (N) FLOOR JOISTS AND SHEATHING PER FOUNDATION PLAN DENG DESIGN Case Manager 4 3 1 ® (E) CONC. SLAB TO REMAIN P.O. Box 1834 (N) WOOD STUDS EXTERIOR WALL PER FLOOR PLAN WITH R-13 Danville, CA 94526-6834 BATT INSULATION. Tel: 510.331.6059 � I I © (E) PIER TO REMAIN, TYP. DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES ❑7 (N) CONCRETE FOOTING PER FOUNDATION PLAN THAT NO SUCH DOCUMENTS SHOULD BE (E) RIDGE SUBJECT TO RE-USE WITHOUT WRITTEN ®12 (N) R-19 BATT INSULATION AUTHORIZATION OF DENG DESIGN STUDIO 12 5 12 --- ------- ----- ---- ----- ----- --- ---- ----- ----- ---- ----- ---- --- '--r ---% � '�,, ' S g❑ (E) ROOF FRAMING TO REMAIN PLATE N CD CD z o I I � 00 0 J (N) GREAT RM (N) BATHRM 4 (N) BEDRM 5 (E) BEDRM 4 U Cn +1'-4 (N), FINISHED FLOOR ±0—0" (E) FINISHED GRADE %i %�7%��% � LJJ CD Uwe o z � z LU w0 � ow � � w M =D �iBUILDING HORIZONTAL SECTION o U y Scale: 1/4"=1'-0" w z w E C A I I 0 Z AD 2 (N) RIDGE (N) RIDGE (N) RIDGE Issue & Revisions: Date: PLANNING PRELIMINARY REVIEW 10/15/21 MINOR RESIDENTIAL PERMIT 02/15/22 1 FOR PLANNING COMMENTS 04/25/22 2 FOR PLANNING COMMENTS 07/11/22 3 FOR PLANNING COMMENTS 09/06/22 (N) PLAT � 4 FOR PLANNING COMMENTS 09/30/22 X X N N M Lo I S S 0 0 0 (E) FOYER 0 z (E) BATH 2 (N) ao z (N) M. BEDRM 500 CLOSET (N) FINISHED FLOOR (E) FINISHED GRADE Sheet Name BUILDING CROSS SECTIONS Project No. 260720 By: JD Reviewed: MC Scale: 1/4"=1'-O" BUILDING LONGITUDINAL SECTION ■ Scale: 1/4"=1'-0" A600 Community Development Department Planning Di ision — Cupertino CUPERTINO APPROVED O Case# RM-2 22-004 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY A4.3 WATER EFFICIENCY AND CONSERVATION4.305.1 Water Reuse Systems. Newly constructed residential Applicatio Number(s) l developments, where disinfected tertiaryrecycled water is available from a ITEMS I municipal source to a construction site, ay be required to have recycled Indoor Water Use Approval Body: Director/Staff COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION water supply systems installed, allowing the use of recycled water for L L Approva I Date 11/29/ 2 CUPERTINO, ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL residential landscape irrigation systems. See Ch. 15 of the CPC. 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures Signature Danielle Condit (water closets and urinals)and fittings (faucets and showerheads)shall comply ' ' .4 MATERIAL CONSERVATION RESOURCE EFFICIENCY Case Manager (408)777-3228• FAX(408)777-3333•building(o)cupertino.org with the following: DENG DESIGN Enhanced Durability and Reduced Maintenance PURPOSE: 8 4.303.1.1 Water Closets. The effective flush volume of all water closets P.O. Box 1834 shall not exceed 1.28 gallons per flush. Tank-type water closets shall be 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, Danville, CA 94526-6834 certified to the performance criteria of the U.S. EPA WaterSense conduits, or other openings in plates at exterior walls shall be protected Tel: 510.331.6059 The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition orp p 1 Specifications for Tank-type Toilets. against the passage of rodents by closing such openings with cement mortar, ® 01 alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed concrete masonry or similar method acceptable to the enforcing agency. - DESIGN STUDIO RETAINS OWNERSHIP disturbed are not subject to the requirements of CALGreen. _L DRAWINGS. ANYONE RECOGNIZES 0.125 gallons per flush. Construction Waste Reduction, Disposal and Recycling - NO SUCH DOCUMENTS SHOULD BE Project Name: Yen Residence Addition SUBJECT TO RE-USE WITHOUT WRITTEN J 8 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum 4.408.1 Construction waste management. Recycle and/or salvage for AUTHORIZATION OF DENG DESIGN STUDIO 833 September Dr. flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads Project Address: p percent of the nonhazardous construction and shall be certified to the performance criteria of the U.S. EPA WaterSense reuse a minimum of 65 p �c Construct anew 654 sgft. 1-story addition Specification for showerheads. demolition waste in accordance with either Sections 4.408.2,4.408.3 or ❑ ❑ Project Description: 4.408.4, or meet a more stringent local construction and demolition waste ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a management ordinance. Instructions: shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve Building Maintenance and Operation 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be Building Standards Codes to verify and assure that all required work described herein is properly planned and designed to allow only one shower outlet to be in operation at a time. ® ❑ 4.410.1 Operation and maintenance manual.At the time of final inspection, implemented in the project. an operation and maintenance manual shall be provided to the building ® ❑ 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this 8 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of occupant or owner. checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist. residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and psi. The minimum flow rate of residential lavatory faucets shall not be less are constructed on a building site, provide readily accessible area(s)that date Section 2 -Implementation Verification at the end of this checklist and submit the completed form to the than 0.8 gallons per minute at 20 psi. serves all buildings on the site and is identified for the depositing, storage and Building Inspector. ❑ ❑ 8 4.303.1.3.2 Lavatory faucets in common and public use areas.The collection of non-hazardous material for recycling, including (at a minimum) Column 2 Column 3 maximum flow rate of lavatory faucets installed in common and public use paper, corrugated cardboard, glass, plastics, organic waste, and metals, or MANDATORY FEATURE OR MEASURE Project Verification areas (outside of dwellings or sleeping units) in residential buildings shall meet a lawfully enacted local recycling ordinance, if more restrictive. O not exceed 0.5 gallons per minute at 60 psi. Re uirements A4.5 ENVIRONMENTALQUALITY PLANNING AND DESIGN ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. Fireplaces Planning and Design -Site Development 8 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets 4.503.1 General. Install only adirect-vent sealed-combustion gas or sealed Q shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may wood-burning fireplace, or a sealed woodstove. ® ❑ 4.106.2 Storm water drainage and retention during construction. Projects temporarily increase the flow above the maximum rate, but not to exceed which disturb less than one acre of soil and are not part of a larger common ® ❑ 2.2 gallons per minute at 60 psi and must default to a maximum flow rate plan of development shall manage storm water drainage during construction. of 1.8 gallons per minute at 60 psi. Pollutant Control Q L.IJ 4.106.3 Grading and paving. The site shall be planned and developed to 4.504.1 Covering of duct openings and protection of mechanical 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and O equipment during construction. Duct openings and other related air keep surface water away from buildings. Construction plans shall indicate how ® ❑ fittings shall be installed in accordance with the California Plumbing Code and ® ❑ site grading or a drainage system will manage all surface water flows. shall meet the applicable standards referenced in Table 1701.1 of the ® ❑ distribution component openings shall be covered during construction. 0 4.106.4 Electric vehicle(EV) charging for new construction. New California Plumbing Code. 4.504.2.1 Adhesives,sealants and caulks. Adhesives, sealants and caulks ® ❑ 0� Q construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ❑ ❑ Outdoor Water Use shall be compliant with VOC and other toxic compound limits. L.I._I U future installation and use of EV chargers. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be ® ❑ m O A4.2 4.304.1 Outdoor potable water use in landscape areas. Residential compliant with VOC limits. z development shall comply with a local water efficient landscape ordinance or LJJ 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings General the current California Department of Water Resources' Model Water Efficient ❑ ❑ shall be compliant with product weighted MIR Limits for ROC and other toxic ® ❑ ~ Landscape Ordinance (MWELO), whichever is more stringent. compounds. 4.201.1 Low-rise residential buildings shall meet or exceed the minimum L.I._I LLJ standard design required by the California Energy Standards. ® ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that ® ❑ U) compliant VOC limit finish materials have been used. co °O U Page 1 of 5 CalGreen-2019.doc revised 11112020 Page 2 of 5 CalGreen-2019.doc revised 11112020 Page 3 of 5 CalGreen-2019.doc revised 11112020 4.504.3 Carpet Systems. All carpet installed in the building interior shall ® ❑ CALGREEN SIGNATURE DECLARATIONS z meet the testing and product requirements of one of the four standards listed. Project Name: Yen Residence Addition 4.504.4 Resilient flooring systems. Eighty(80) percent of floor area Project Address: 883 September Dr. receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHIPS) Low-emitting ❑ ❑ Project Description: Construct a 654 sgft. 1-story addition >_ Materials List or be certified under the Resilient Floor Covering Institute(RCFI) FloorScore program and UL GREENGUARD Gold. 4.504.5 Composite wood products. Particleboard, medium density SECTION 1 — DESIGN VERIFICATION fiberboard (MDF), and hardwood plywood used in interior finish systems shall ® ❑ comply with low formaldehyde emission standards. Complete all lines of Section 1 -"Design Verification" and submit the completed checklist(Columns 1 and 2)with the as Interior Moisture Control plans and building permit application to the Building Department. o z The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ® ❑ certify that the items checked above are hereby incorporated into the project plans and will be implemented into the 2'breaks are also required to comply with CalGreen Section 4.505.2.1. project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as adopted by the City of Cupertino. 4.505.3 Moisture content of building materials. Moisture content of building materials used in wall and floor framing is checked before enclosure (<19%). X ❑ shouchevk Yew 4/22/22 Issue & Revisions: Date: Owner's Signature Date PLANNING PRELIMINARY REVIEW 10/15/21 Indoor Air Quality and Exhaust Shouchem Yen MINOR RESIDENTIAL PERMIT 02/15/22 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically X ❑ Owner's Name (Please Print) 1 FOR PLANNING COMMENTS 04/25/22 ventilated with an energy star exhaust fan with humidity control. D eteGLf eof 4/25/22 2 FOR PLANNING COMMENTS 07/11/22 Environmental Comfort Design Professional's Signature Date 3 FOR PLANNING COMMENTS 09/06/22 4.507.2. Heating and air-conditioning system design. Duct systems are Jeremy Deng 4 FOR PLANNING COMMENTS 09/30/22 sized, designed and equipment is selected using the following methods: Design Professional's Name (Please Print) 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. X ❑ Signature of License Professional responsible for CalGreen compliance Date 2. Size duct systems according to ACCA 29-D (Manual D)or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) Name of License Professional responsible for CalGreen compliance(Please Print) Phone or equivalent. dengdesignstudio@gmail.com INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS Email Address for License Professional responsible for CalGreen compliance Qualifications SECTION 2 — IMPLEMENTATION VERIFICATION 702.1 Installer training. HVAC system installers are trained and certified in the proper installation of HVAC systems. I�® I' Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section Z�) " 2 to the Building Department prior to Building Department final inspection. v 702.2 Special inspection. The Licensed Professional responsible to verify CALGreen competence compliance is qualified and able to demonstrate etence in the 1 have inspected the work and have received sufficient documentation to verify and certify that the project identified p q p Sheet Name discipline they inspect and verify. above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2019 California Green Building Standards Code as adopted by the City of Cupertino. RESIDENTIAL MANDATORY Verifications CALGREEN CHECKLIST 703.1 Documentation. Verification of compliance with CALGreen may Signature of License Professional responsible for CalGreen compliance Date Project No. 260720 include construction documents, plans, specifications, builder or installer By: JD certification, inspection reports, or other methods acceptable to the enforcing Name of License Professional responsible for CalGreen compliance(Please Print) Phone agency which show substantial conformance. Implementation verification shall ® Reviewed: MC be submitted to the Building Department after implementation of all required Scale: NONE measures and prior to final inspection approval. Email Address for License Professional responsible for CalGreen compliance Page 4 of 5 CalGreen-2019.doc revised 11112020 Page 5 of 5 CalGreen-2019.doc revised 11112020 GBol