Loading...
7625 West Hill Ln R-2021-059, RM-2021-043 Approved Plan Set Commu ity Development Department Pla ning Division - Cupertino CUPERTINO APPROVED Case# R-2021-059, a Approval Body: Director/Staff Approva I Date 02/16/22 Signature Al Haase Case Manager T.N. DESIGN 875 O'FARRELL STREET, #104A SAN FRANCISCO, CA. 94109 000 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmail.com WINDOW & PATIO DOOR ASPHALT SINGLE Milgard or eq. GAF Timberline HDZ - White. - Charcoal or eq. BENJAMIN M Vairavan ( N ) Residence GRAY OWL r- t 'T _ . x 4 :•sib, '�}.�>n IV T.c 7625 West Hill Ln Cupertino, CA. 95014 - APN: 362-27-027 1-=- TRIM & FASCIA -� Benjamin Moore - Gray Owl Material Board White Dove(OC-17) Benjamin Moore no. revisions date DESIGN REVIEW 11 /11/2021 PROPOSED PERSPECTIVE 0 J t I -, -1�1 ,• ,'dip STUCCO, COLUMN Yam. Benjamin Moore aX. - White Dove (OC-17) date issued: 11 /1 1 /2021 T � •.t k 5 Y' drawn by: NGHI THANH LE job#: 2710-2021 �. . .� ' ` , drawing number STONE BASE GARAGE & ENTRY DOOR Prestige Stone Therma- Tru A0el Portland Smoke Weatherled e - English Walnut g of sheets Copyright @ 2021 T.N. DESIGN - SF Commu iity Development Department General Notes: Pla ining C1�1 ITg-i-ro ° ❑ ° CUPERTINQ A {�,BI �ff Q \��/ � � � �� � O � imce * - - -- 1 . All construction shall comply in addition to 2019 California Residence Code, California VV ���%%%►►► --- Engery Code, 2019 CBC, 2019 CEC, 2019 CIVIC, 2019 CPC, 2019 California Green Code, 0" " Case # R-2021-0 9, __ - - AMM - - and all local codes and ordinaces A ❑ _ _ - - - - r 2. Fireblock at ceiling, floors, furred down ceilings, showers, soffits and concealed Approval Body: Director/ Staff, 0 ° 4 ° _ _ ;g ' draft openings not to exceed 10 feet maximum. 02/16/22 1 ----— - — -- ,;:k Jv f 3. The base for wall tile in tub and shower areas, wall and ceiling panels in shower areas shall Approva l Date _ _ r be cement, fiber-cement or glass mat gypsum backers in compliance with ASTM C 1178, Signature Al Haase ❑ C ❑ -.`;-� , I z `,y C 1288, C 1325 Case Mana °' QIM G O ❑ al - 4. Smoke detectors in new construction shall be powered by building wiring current with ;; Y> battery backup. = 5. Provide a fire warning system (Smoke Detectors) for each story and within each T.N. DESIGN existing bedroom 6. Light fixtures in tub or shower enclosures or other wet/damp loctions shall be labeled "suitable for damp locations". 875 OTARRELL STREET, #104A 7. Provide Class A fire-rated roofing. SAN FRANCISCO, CA. 94109 - 8. All dimensions shall be field verified and coordinated with all work of all trades 000 9. Ceiling heights are to finished surfaces. Tex: 415-515- 2256 Fax: 415-775-5345342 _ 10. Offset studs where required so that finish wall surfaces will be flush. E-mail: lenghiarch@hotmail.com 11 . All dimensions are to column gird lines, face of studs, face of concrete, and face of cmu. 12. Contractor shall verify size and locations of all mechanical equipment as well as power, water and drain installation with equipment manufacturers before proceeding with the work. OWNER STRUCTURAL ENGINEER —T— 13. Coordinate utilities shown on arch. dwgs. with mech, plumbing and elec.dwgs. Palaniappan & Valliammai Vairavan MHA Consulting Engineers, Inc. - Provide service to all utilities oultlests shown on arch. drawings. 7625 West Hill Ln. 1623 Wright Ave. — 14. All dimensions shall be field verified and coordinate with all the of the trades. Cupertino, CA. 95014 Sunnyvale, CA. 94087 15. Finish materials for all baths, showers, walls at shower enclosures should have a smooth, hone: 408-375-9401 hard nonabsorbent surface such as tiles/ceramic tiles, portland cement... p phone: 408.735.1524 16. Structural observation shall be required by the Engineer for structural conformance to the email : info@mhaeng.com _ approved plans. 17. All construction to provide a waterproof, weather tight building. Contractor shall flash and caulk as necessary to achieve this requirement. 18. Special inspections are required for: - Foundation excavations by soil engineer DESIGNER SURVEYOR - Shearwalls & epoxy holdowns by project structural engineer Nghi Thanh Le PLS Surveys, Inc. 19. All construction to provide a waterproof, weather tight building. Vairavan ( N ) 875 O'Farrell St. #104A 2220 Livingston Street #202 Contractor shall flash and caulk as necessary to achieve this requirement. San Francisco, CA 94109 Oakland, CA. 94606 20. Deferred submittal: Residence phone 415.515.2256 phone: 510.261.0990 - Sprinkler system PROPOSED PERSPECTIVE - PV system fax 415.775.5342 email : jmb.pls@pacbell.net email lenghiarch@hotmail.com LANDSCAPE ARCHITECT Kim Leichner SCOPES OF WORK: San Jose, CA. 95118 - (N) 02 story residential: phone: 408.910.3198 3485 sqft w/ 524 sqft attached garage & 121 sqft covered porch email :kim@kldesigns.biz THIS PROJECT IS REQUIRED FULLY SPRINKLERED. NFPD 13D IS REQUIRED FOR THIS PROJECT. 7625 West Hill Ln Cupertino, CA. 95014 ABBREVIATIONS SYMBOLS Sheet Index Project Data :Address: 7625 West Hill Ln. APN: 362-27-027 ACST ACOUSTICAL LAM. LAMINATED LINE OF ITEM ABOVE OR BEYOND (SEE NOTE) _———————_ _—— _ A0 Title Sheet-Location Map, Title 24, General Notes, Abbreviations APN : 362-27-027 ADJ. ADJUSTABLE LAV. LAVATORY A0.1 Calgreen Checklist A.F.F. ABOVE FINISH FLOOR LVR. LOUVER ELEVATION REFERENCE POINT L.P. LOW POINT Building Code: 2019 CRC, CEC (Engergy), CBC, CEC, CIVIC, CPC, CGC (Green), Fire Code Sheet ACST ACST BMP Best Management PracticeARCH. ARCHITECTURAL M.C. MEDICINE CABINET �+ Planning Code : City of Cupertino Title ASPH. ASPHALT MECH. MECHANICAL C BUILDING SECTION LETTER C1 Survey BUILDING SECTION AS BI-F0. DR. BI FOLDING DOOR MIN. MINIMUM Al Existin REFERENCE SHEET NUMBER Zoning: R-1-6 Pro BLDG. BUILDING MIR. MIRROR g & Proposed Site Plan Land use: Low Density (1-5 DU/Ac.) M.T. MARBLE TILE A1A Proposed Graphic Area & Landscape Cal.BILK. BLOCK M. or MET. METAL SECTION or ELEVATION NUMBER p p p PERMIT SET BLKG. BLOCKING WALL SECTION or ELEVATION De _4EFERENCE SHEET NUMBER Lot Size: 7790 sq.ft. BM. BEAM (N) NEW Al B Neighbors Context & Street Scape Elevation B.O. BOTTOM OF N.I.C. NOT IN CONTRACT Type of Construction: Type VB ,�7�—DETAIL NUMBER Al C Proposed Privacy Protection Plan C. or CARP. CARPET/PAD N.T.S. NOT TO SCALE DETAIL ^��REFERENCE SHEET NUMBER CAB. or CAB'T. CABINET 0/ OVER Al D Material Board Occupancy Group: R-3/U CB CATCH BASIN OBS. OBSCURE Heights: 02 Story O.C. CEM. CEMENT ON CENTER A2 Proposed First Floor Plan CER. CERAMIC OP'G. OPENING GUIDE TO INTERIOR ELEVATIONS 4 A3 Proposed Roof Plan Maximum Height: Existing: 14'-711 C.I. CAST IRON C.J. CONSTRUCTION JOINT PERE. PERFORATED Proposed: 271-9'1 CL. CLOSET PL. PLATE A4 Proposed Building Elevations p CLG. CEILING P.LAM. PLASTIC LAMINATE ROOM NUMBER BOSH ROOM NAME CLR. CLEAR P.L. PROPERTY LINE ROOM NUMBER A5 Proposed Building Elevations C.O. CLEAN OUT PLAS. PLASTER A6 Proposed Building Sections COL. COLUMN PWD. PLYWOOD CONC. CONCRETE P. POINT EQUIPMENT NUMBER loo L0.1 Proposed Lanscape CONT. CONTINUOUS FLOOR AREA C.T. CERAMIC TILE QTY. QUANTITY CL CENTER LINE R. RISER DET. or DTL. DETAIL RAID. RADIUS Floor Area g (demo) p Existing demo Proposed Allowed D.H. DOUBLE HUNG RD. AIR RETURN AIR NORTH ARROW FIRST FLOOR 1126 sqft. 1694 sqft.D ROUND. ROOF DRAIN DIAG. DIAGONAL R.D R DIM. DIMENSION REF. REFRIGERATOR D DISPOSAL RE REGISTER DR.R. DOOR REINF. REINFORCED REVISION Q REVISION NUMBER GARAGE 437 ssqft514 sqftDWGS. DRAWINGS REQ'D. REQUIRED no. revisions date IN RM. ROOM (E) or EXIST. EXISTING R.O. ROUGH OPENING COVERED PORCH 105 sqft 121 sqft DESIGN REVIEW 11/11/2021 E.G. EXISTING GRADE RWD. REDWOOD R.W.L. RAIN WATER LEADER DOOR REFERENCE O DOOR NUMBER EXP.JT. EXPANSION JOINT EL. ELEVATION SECT. SECTION SECOND FLOOR N/A 1282 sqft EQ. EQUAL SC.DR. SOLID CORE DOOR EXP. EXPOSED SK. SINK EXT. EXTERIOR SH. SHELF WINDOW REFERENCE O WINDOW NUMBER TOTAL 1563 sqft. 1909 sqft. 3490 sqft. 3505.5 sqft. SHV. SHELVING 2 F.D. FLOOR DRAIN SHV. SHEET FIN. FINISH S.V. SHEET VINYL 2ND FLOOR/1ST FLOOR RATIO 57.84% < 65% F.F.L. FINISH FLOOR LINE S.H. SINGLE HUNG COLUMN REFERENCE GRIDS ( q H — 4 F.O.C. FACE OF CONCRETE SHWR. SHOWER ��JJ F.O.P. FACE OF PLYWOOD SIM. SIMILAR F.A.R (%) 20■06% 24.51% 44.80% 45.0% F.O.S. FACE OF STUD S.M. SHEET METAL F.O.W. FACE OF WALL SL. SLIDING FR. DR. FRENCH DOOR SL.GL.DR. SLIDING GLASS DOOR _ _ _ _ _ LOT COVERAGE 1668 sqft. 663 sqft. 2551 sqft. CENTERLINES, FLOOR LINES IN EX. FOOTING SQ. SQUARE EXTERIOR ELEVATIONS, PROJECTED LINES '� DASH-DOT LINE EX. FIXED STD. STAINLESS STEEL LOT COVERAGE RATIO ( /o) 21.41 /O 8.69 /O 32.75 /O STD. STANDARD O O O O GA. GUAGE STL. STEEL GALV. GALVANIZED STG. STORAGE DASH-DOUBLE DOT LINE PROPERTY LINES, BOUNDARY LINES PROJECT LOCATION date issued: 1 1 /1 1 /2021 G.B.or GYP. BD. GYPSUM BOARD STIR. or STRUC. STRUCTURAL G.I. GALVANIZED IRON S.A.D. SEE ARCHITECTURAL DWGS GL. GLASS S.K.D. SEE KITCHEN DWGS GLU. LAM. GLUE LAMINATED S.S.D. SEE STRUCTURAL DWGS DOT LINE SETBACKS G.S.M. GALVANIZED SHEET METAL `—�--J �� HC. DR. HOLLOW CORE DOOR T. TREAD drawn by: NGHI THANH LE HDWD. HARDWOOD T.B. TOWEL BAR BREAKS IN DRAWINGS -�' BREAK LINE ` dti PROPOSED RE UIRED HDW. HARDWARE TEMP. GL. TEMPERED GLASS Y HGT. or HT. HEIGHT T.O. TOP OF 1076THK. THICKNESS /y 1- n H.M. HOLLOW METAL TPD TOILET PAPER DISPENSER SECTION LINES AND SECTION REFERENCES — — — — — — — — — — — — `di. Front 20'-111/321-411** 20 0 job#: 2710-2021 HOR. HORIZONTAL iP TYP. TYPICAL 1625 W Hill Ln, H.P. HIGH POINT 082 Cuperiino,CA95 l4 U.N.O. UNLESS NOTED OTHERWISE Left side 91-1111/ 151-411 ** H.W.H. HOT WATER HEATER C INDICATES SECTION NUMBER C I.G. INSULATED GLASS V. VENT - INDICATES DRAWING SHEET - drawing number INS. INSULATION VERT. VERTICAL ON WHICH SECTION IS SHOWN YHill Ln T 1 n 1- n INT. INTERIOR V.I.F. VERIFY IN FIELD 7620 Right side 5 -0 / 15 0 ** 3 A-'W/ WITH 1 1 JST. JOIST WWC D. WWATER OOD CLOSET 11 J 76� �� a636 7WZ Rear 20'-411/ 221-311 ** 20 -011 J. JUNCTION BOX WDW. WINDOW AO WP WEATHERPROOF YD. YARD n 1-� * 1st floor/ 2nd floor Total of 15'-0" for both sides ** of sheets Copyright©2021 T.N. DESIGN - SF Corn unity Development Department tanning Division — Cupertino 0 cuPeRTino APPROVED Case # R-2021-059, # A F G P O O�ERNE E�EJ�333� Approva I B dy: Director/ Staff C P ( E Opp, ESE Approva I Date 02/16/22 S `D� I Ar A� i Signature AJ Haase Case Manager Q 5 C / U 9 S O O R �P�� 1 p wP MIRES 15 / i D 0 pD -341' ,12 �N �01� o �����1� E P N P E SDUND RE1PN"�W O�� / ERNE ESE\/ =330 S WDpD b 7 d (E) RESIDENCE TO BE DEM 8 O O. PREER ESE O b ° b " \ I a V' 0� / / SANFRANCISCO, CA. 941109 `"O' iT CANOPY D `-7 Tel: 415 515-2256 EPSEME b ° °.v p Fax: 415-775-5342 SERv��E O��N / b. o (� a��° (E) FENCE TO REMAIN 3 E ', / ^�.o E-mail: Ienghiarch@hotmail.com b ���Q �GLE / i �� / �/ C b g G J �fi / (E)0-0"WD FENCE TO°{,EMAIN b GATE ` eF \ p b ° 0�\A 7: Vairavan ( N ) b � 1 HEAT ° 7 7: b . a° _ _ _ - GO ENSER .7 °_ \ d .D fib. ° SE ry^�� _ �� Residence b °�. i 7 C S'-O"WD F E TO REMAIN ° -- ------ _ � _ k V --- -7 -7 Iry 11 R I \l 7 _ 11 M `ll\ (E) DRIVE A TO BE EMOVED e REPLAN W/PERVI US PAVER I I (E)[DRIVE ZV Y --A APPROPJHI G TO RE AIN ^� 7625 West Hill Ln { v Cupertino, CA. 95014 z " _ _ __ _ �o - APN: 362-27-027 N EXISTING/DEMO . SITE PLAN I I 0 AA1 A1 SCALE: 1/16'' = 1 '-0" 1 11 C - - - - EXISTING & - I PROPOSED I I I 1 SITE PLAN Q 1 , I I , b rr C G TE � _ _ 77 b SCALE:%8" = 1 '-011 Ap' ' b b �Q b -------- 4 NO ro b no. revisions date 7 p b FRONT TREE DESIGN REVIEW 11 /1 1 /2021 a \ d b x P b °° date issued: 1 1 /1 1 /2021 (N) PERVIOUS PAVER DRIVEWAY" ° PATHWAY ,° 7 b drawn by: NGHI THANH LE NOTE: job#: 2710-2021 - ALL.. DOWNSPOUTS MUST BE DISGONNECTED @ GRADE AND SLOPE Missing or InvaUd reference TO VEGETATED AP-EA 5-O"AWAYFROMFOUNDATION drawing number - ALL AREA DRAINS, POP-UP DISIPATORS CONNECTING PIPES... ARE File: FANgh1 \7625 West Hill Lane _ Cupertino \ c�ocur�ent\MATERIAL S\72-1305-09 _TR_ Tru or�1f c� IRE`�6�R_A�, � �I P.�.rl� air Neo_ Pp�f N Sheet: 5 FOR PERMIT PRIOR TO START THE JOB PROPOSED SITE PLANA I - SEE Ll FOR LANDSCAPE PLAN 2 TRANE CUT SHEET - NOISE @ 43 dBA. - SEE A1C FOR PRIVACY PROTECTION Al SCALE: 1/8'' = 1 '-0" of sheets Copyright© 2021 T.N. DESIGN - SF C°m unity Development Department partrrient "PFftTINO anning Division _Cupertino Case # APPROVED R-2021-059 A ' approval13 dy: pirector Approva I D 2 Staff e 02/16/22 5igna ture AJ Haase Case Manager 17-87 2" 14'-4" 24'-0>% I T--- F\ ----- BALCONY I I _ I v v I I I I 8 (I} I MASTER;BATH.#2 DW v I /-� I I 3��� � 21 � I 0 FT ASTER \ FT �^ I BEDRM,#2 WAL /- � '' � hi L }} �O A 5k i ��� r I v --=J E � NO WALL ovN I I \ 36'REF, MAST - - WOap -0 ��A \ BATH.#3 \ I LD I A T. � T �� d SIGN ---------- 734. 8 9 cy ONCRETE C198 SQFT p°THWAY, K'ATIO il ---���` i SAO ERAARRELL STREET, #104q NCIS hA � DRIVEV�/AY I BEDR 3 c1- v J: I CO, CA. I; 3 v� 137; FT I �� 415-51 94109 Tel: 5-2256 Fax: 415-775-5342 E-mail:I L lenghrch"IAIN HOUSE: hotmail•con2557 h� - - - - ---- --------- ------ - \ I IT -NI I I I I I I I I I I I I I I I I I NIIPM- I-'.--- - - - - <Q / 7 5 I \�YO j 16 FT 1-- �I L: 24.2 QFT \ O I I I O �Q O �N I 16 XI It - r O -4 4. REA OF T 1-1 Am, - - - - - - - - \ _ z \ � _ - _ _ _ y iVQiravQn \\\ \\ / / l9 AREA�ryON (N) F 2.4 SQFT aResidenCeABOVE F.F. J _ _ T COUNTED,gS FAR °`REA CALCULATIO 16'-77" _ AREA 734 1 SEDPR AREA 0 SQFT\ - _ _ - - AREA S 4 o SQF-r A 1A SCALE: 1/g" = 1 GRAPHARE, p: 16 SQFT 0 REA U11 G' , ARE q E: 8.0 sQF i" AL. - /'" AREq F 48.8 SQFT - - - - - �, s, AREA G. 2.4 sQF7 sT��` 216.7 SQF7 AREA H: 44-.ro' �E� G l �o� AREA I: 32.7 SQF7 2 ,`° AREA J: 137.3 SQFT ARE K: 233.3 SQFT 27-717 AREA L: 24.2 SQFT 10' ARE q M: 703.5 S FT 2-8 -- --- ------------ - - - - = 7625 west H►II Lr- TOTAL: 34 0-3SQF7 4goS"73 Cupertin o, CA 95014 APN: 362-27-027 DW \\�� PROPOSED �I�ipCCApE A \\\ � KITCHEN 3 ' NO TURF pR� . 4.035 SQF7 SPR Y RM. AREA (�. �CCC O5EL7 •.�� FAMILY RA 36'REF. A P LA NDSC � E PANTRY/ ry �, L CAL. 2 m 73 L1: J e Z 3 SQFT 5 R 9 I BUTLER SCALE:N j„ = 1 -0„ p� °0 M TER BEDRM pti 0 + �q 41- LOT COVERAGE CALCLJL-gTl©IV; jTER BATH. DINING RM. + '`AREA L1: 734.p L . h° AREA L SQF7" °W W� AREA L3,• 860.8 SQF7- ' 537.8 SQFT AREAARE, p: 760.3 SQF7' 210,p S 09 LIVING RM.. no. TDT,gL: 2551.14 �\`'� EA �. revisions date SQL. = 2557 SQFT. DESIG _ � N REVIEW 11/11/2021 m AEA ` - ry 53'�. E QFT \ 1 HARDSCAPE AREA CALCULATIO 2 PROPOSED -ALLOWAB N. 2 - PROp LE. 7.7g' ARL LANDSCAPE AIN H 0SQFiX50% _ i 210.0 A1q SCALE: 1/8" ' MAIN HOU -3895 SQFI SE: \\ C 'PATIO + D 2557 S PORCH /"1 CI ' TOTAL: RIVEWAY `\ lJLA T�� N .3755S 1198 S FT I v N QFT `50 o ALLo. E I 22'_77„ 77_9y2„ date issued: 1 1/1 112021 drawn by: NGHI THAN= L E 3ROPOSED Job#: 2710-2021 P A lq drawin SCALE: 1/g"_ LOT COVE 9 numberR AGE CAL. of sheets Copyright @ 2021 r N DESIGN . SF Commu ity Development Department 7 4-1 7G33 7025 Plarining Division — Cupertino CUPERTINO APPROVED Case# R-2021-059, Approval Body: Director/ Staff IN. Ck Approva I Date 02/16/22 Signature A� Haase Case Manager } , - . - T.N. DESIGN 875 O'FARRELL STREET, #104A - SAN FRANCISCO, CA. 94109 } 000 Tel: 415-515-2256 ' Fax: 415-775-5342 _ E-mail: lenghiarch@hotmail.com Vk :. zVNW JL fill NIP % I rw� 4 IN J lip Vairavan ( N i Residence Ell N. IL r r �- X , - , �• . , 49 N, { ' V - j r 7625 West Hill Ln Cupertino, CA. 95014 APN: 362-27-027 7044 7G3ro 7G28 7G20 N NEIGHBORS 1 NEIGHBORS CONTEXT CONTEXT & A1B SCALE: 1/32" = 1 '-0" STREET VIEW SCALE AS NOTED W W W W W W Z Z Zi Z ZI Z J J JI J JI J IX H H I H I H H f H W W W W W W a a 1, a a a a O O ! O O O O IX a a W W a a a. a a a U U U U U U U U U U w w w w w w w w w w IN IN 47 , _� IN _ t r : no. revisions date IN 1s DESIGN REVIEW 11 /11 /2021 •_ r 5 ' _ L _ r x f IN - ''• i { Lr , fair ' •� - IN %A all r fr�z ti -- IN J •- _ RL7 NNN`N-, * ` t date issued: 1 1 /1 1 /2021 All - �- - - - �� 5- _ ' -• drawn by: NGHI THANH LE .1. job#: 2710-2021 7041 WEST HILL LN. 7633 WEST HILL LN. 7625 WEST HILL LN. 7620 WEST HILL LN. 7628 WEST HILL LN. 30.0' drawing number 2 STREET SCAPE ELEVATION Al B Al B SCALE: 1/16" = 1 '-0" of sheets Copyright© 2021 T.N. DESIGN - SF Corn unity Development Department fanning Division — Cupertino CUPERTINQ APPROVED I I Case # R-2021-059, 0 0 0 0 Approva I Bc dy: Director/ Staff Approva I Date 02/16/22 I I I I k Signature AJ Haase Case Manager C C SIRES 15 MIRES 15 / 0 EPA 3410,12 �1N / 0 T.N. ������ FERN EDE v_33 0 N / �ERNEELE��3330.12 0 PRERR ESE 0� / PRERR ESE 0� / / 875 O'FARRELL STREET, #104A UE� e E SAN FRANCISCO, CA. 94109 0 0 / o0o Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmail.com / 0 �P0 0 D PTOP �N / ���'�- PTOP �P �� ��� SOON PEKOE v�P�� 0 0� ^����Q / SOUKD NOE Pit 0 A)4�, / I RE�PININ / / ^�ti RE�PI N o olP SNOOD / °" ^ �N000 Oj Vairavan ( N ) / _-_ ------- Residence _--_ ------ - - - / PRIVACY SCREEN TREES ARE WAIVE @ THI5 SIDE _EI ' -- _ - - - SEE FORM @ L0.1 JV 00 PRIVACY SCREEN TREES 6 TOTALS SEE LO.1 FOR DETAIL 7625 West Hill Ln Cupertino, CA. 95014 APN: 362-27-027 C) C) 1 ^� PROPOSED PRIVACY P PROTECTION PLAN E rE b SCALE:y8" = 1 '-0" loe 4 ' b 0 b 4 O ti b b no. revisions date b b DESIGN REVIEW 11 /1 1 /2021 P U. b \ ° b \ ° °�° \ P P b \ ° b 0ti U � Dry J 0 b b Q b ^� b ^� „ry b b P b 4 b date issued: 1 1 /1 1 /2021 (N)PERVIOUS PAVER DRIVEWAY PATHWAY:544 SQFT ory (N)PERVIOUS PAVER DRIVEWAY - FRONT YARD SETBACK: 748 5QFT ° PATHWAY ,° 7 - IMPERVIOUS ALLOWABLE: 748/2=347 SQFT(50%_ b drawn by: NGHI THANH LE - PROPOSED= 272 SQFT<50% job#: 2710-2021 0 drawing number 2 HARD SCAPE AREA CAL. ri_,� PROPOSED PRIVACY PROTECTION PLAN N *.I/� Al C SCALE: 1/8" = 1 '-0" Al C SCALE: 1/8" = 1 '-0" rvl� Al C of sheets Copyright© 2021 T.N. DESIGN - SF PROJECT FIXTURES SCHEDULE: C o m u n+ -e-reel-ap�r-rent-e-p-a-Ft r-n e-n-t lar ning Division - Cupertino SECTION 4.303.1 1 CUPERTINO APPROVED WATER REDUCTION FIXTURE FLOW RATES 2 Case# R 2021-059, FIXT1 IRE-WPE MAXIMUM ALLOWABLE FLOW RATE 1 / A 44'-0Z y " / Approval Bc dy: Dir t%yvy%rjU#ads 1.8 gpm @ 80 psi 1 / / Approval Date_ 0 / - resident al 1.2 gpm @ 60 nonresidential psi1'3 1 1 1'-32' 12'-9" 20'-0" / \ / Signature A Ha e ._M__.. r . _ 0.4 gpm @ 60 psi''3 ase an ger Kitchen faucets 1.5 gpm @ 60 psi2'4 Metering Faucets 0.2 gallons/cycle 1 / / T.N. DIESIGN Gravity tank type water closets 1.28 gallons/flush5 / / 875 OTARRELL STREET, #104A Flushometer tank water closets 5 1 T / SAN FRANCISCO, CA. 94109 1 .28 gallons/flush 'oo Flushometer valve water closets 1.28 allons/flush5 / I \ I 1 / / I Tel: 415-515-2256 g Fax: 415-775-5342 Urinals 0.125 gallons/flush BACK��N% / I 0 / lenghiarch@hotmail.com 1 I I E-mail:E-mail: len hiarch@hotmail.com 0o sei Clothes Washers ENERGY-STAR certified10 Est F R Dishwashers ENERGY-STAR certified � ________L__________ / ,✓ 1 1 I / Lavatory Faucets shall not have a flow rate less than 0.8 gpm at 20 psi. ' 1 2 Kitchen faucets may temporarily increase flow above the maximum rate, but not above 2.2gpm @ 60psi / I / +313.2' I ®® and must default to a maximum flow rate of 1.8 gpm @ 60psi. / ' ' / 3 Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. \ \\ i / - - _ - _ 4 Kitchen faucets with a maximum 1.8 gpm flow rate may be installed in buildings that have water closets with a maximum flush rate of 1.06 gallons/flush installed throughout. / 1 I /I ___________________________ 5 Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single Flush Toilets -The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The \ i effective flush volume is the average flush volume when tested in accordance with ASME Al 12.19.233.2. I i 36'REF- -�- Dual Flush Toilets -The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The 1 1 effective flush volume is defined as the composite, average flush volume of two reduced flushes / I 1 SPRAY RM. FAMILY RM. J.- and one full flush. Flush volumes will be tested in accordance with ASME Al 12.19.2 and ASME / I 1 Al12.19.14. 1 I i i I I I I ; I Vairavan ( N ) " JTRi II / Residence _ I I I i 1 BUTLER I I I °° / 1 2 3 4 5 6 7 8 9 1 I 1 EGRESS WINDOW REQ.: A6 I ❑ Eli i I A6 - AN OPENING FOR EMERGENCY THAT IS AT LEAST 5.7 SQUARE FEET IN OPENING AREA - MINIMUM OPENING SIZE IS 20" WIDTH X 24" HIGH - HAVE EGRESS OPENING NO MORE THAN 44" A.F.F. - IN ORDER TO MEET THE REQUIRED 5.7 SQFT TOTAL, EITHER THE WIDTH OR HEIGHT, OR �IN 1 I aN BOTH MUST EXCEED THE MINIMUM DIMENSIONff� fil ff� iv I 1 1 1 I fill, 1 I / DINING RM. ' FIRE/SAFETY REQ.: 1 MASiER BEDRM r----- - FIRE ALARMS SHOULD BE LISTED AS COMPLYING WITH UL217 AND BE INSTALLED & MAINTAINED I r---J I / IN ACCORDANCE WITH NFPA 72 & MANUF. INSTRUCTION I 1 1 I - CARBON MONOXIDE ALARM SHALL BE LISTED AS COMPLYING WITH UL2034 AND BE INSTALLED I / 7625 West Hill Ln AND MAINTAINED IN ACCORDANCE WITH NFPA720 AND THE MANF. INSTRUCTIONS Cupertino, CA. 95014 - ALL SMOKE DETECTORS & CARBON MONOXIDE DETECTORS SHALL BE HARDWIRE, I i i ' INTERCONNECTED AND HAVE BATTERY BACK-UP a 1 I SMR BQTu /� I i I�====__i I / APN: 362-27-027 01 ' —-—- i 1� I II II -�- -- N / ASHRAE 62.2 COMPLIANCE NOTES: PROPOSED - ALL BATHROOM FANS ARE INTERMITTENTED & REQ. 50 CFM MIN. W/ — T FUR.#1 +311.6' / I 1ST FLOOR PLAN ❑ HUMIDITY CONTROL I 1 LIVING Rt.. I - KITCHEN HOOD FAN IS 100 CFM. MIN. 1 I _ \ ________ !� I SCALE:%4' = 1 '-0" - HVAC FILTER IS MERV 6 MIN., 1 THICK W/ MAX. 0.1 W.C. PRESSURE DROP I 1 _- IN, 0* * FLOOR VENT CALCULATION CA AREA REQ. FLOOR VENT: 1686 SQ. FT. W 21'-0" AREA OF VENT REQ. 1686/150 11.24 SQ.FT PROVIDE: 16-14X8 VENT W/MESH 16 X .716 SQFT/EA** 11.46 SQ.FT. 1 TOTAL 11.46 SQ.FT. 1 I IN +31I.2' \ \ DESIGN 5/50 HIGH&LOW VENTS L9 1 I GARAGE N i------J ** .778 SQFT/EA- 15%FOR NFA/EA(.062 SOFT)=.716 SQFT. T ** 60 SQ.INCH NFA/EA (.42SQFT.). O SMOKE DETECTOR 1 / SMOKE/CARBON — — — — — — — — — — — — — — - -- MONOXIDE ALARM 1 I ,, I \ �� // no. revisions date DESIGN REVIEW 11 /1 1 /2021 PORCH \ I / -T----- -------------- —I - - - - - - - - - f 0 +31`.57' — — — — — — — — - - =1-- — — — — — — — — — / 3' 7" 21'-11" / date issued: 1 1 /1 1 /2021 / 40'-52 \� drawn by: NGHI THANH LE \ / 2 1 A6 / job#: 2710-2021 drawing number 1 PROPOSED 1 ST FLOOR PLAN N A2 A2 SCALE: 1/4" = F-0'' of sheets Copyright©2021 T.N. DESIGN - SF Commu I I ity V0GRIIf-091W D0I ,; FIRE/SAFETY REQ.: Pla ining Division — Cupertino CUPLRTIN4 PPR60EIRPENING FOR EMERGENCY THAT IS AT LEAST 5.7 SQUARE FEET IN OPENING AREA - FIRE ALARMS SHOULD BE LISTED AS COMPLYING WITH UL217 AND BE INSTALLED & MAINTAINED Case # R- 021- 'MUM OPENING SIZE IS 20" WIDTH X 24" HIGH IN ACCORDANCE WITH NFPA 72 & MANUF. INSTRUCTION AYr_ EGRESS ING NO MORE THAN 44" A.F.F. - CARBON MONOXIDE ALARM SHALL BE LISTED AS COMPLYING WITH UL2034 AND BE INSTALLED DER TO MEET THE REQUIRED 5.7 SQFT TOTAL, EITHER THE WIDTH OR HEIGHT, OR AND MAINTAINED IN ACCORDANCE WITH NFPA720 AND THE MANF. INSTRUCTI NS Approval Body: Director/S H MUST EXCEED THE MINIMUM DIMENSION - ALL SMOKE DETECTORS & CARBON MONOXIDE DETECTORS SHALL BE HARDWIR�, 02 INTERCONNECTED AND HAVE BATTERY BACK-UP 2 Approva I Date A6 Signature A Haase Case Manager O SMOKE DETECTOR ASHRAE 62.2 COMPLIANCE NOTES: 32 o- T.N. DIESIGN SMOKE/CARBON - ALL BATHROOM FANS ARE INTERMITTENTED & REQ. 50 CFM MIN W/ 17�-81 14'-421 O 1 875 O'FARRELL STREET, #104A MONOXIDE ALARM HUMIDITY CONTROL 1 SAN FRANCISCO, CA. 94109 - KITCHEN HOOD FAN IS 100 CFM. MIN. 000 - HVAC FILTER IS MERV 6 MIN., 1" THICK W/ MAX. 0.1" W.C. PRESSUR DROP / Tel: 415-515-2256 / Fax: 415-775-5342 / / E-mail: lenghiarch@hotmail.com / I 2 / 1 A6 1 1 OOR SEtBAC1( / T — — — I 1 I 1 I � I I 1 / BALCONY I / I - - - - - - - - - - - - - - - - / � �+324.00' \ I 1 ^N +324.08' MASTEI I TH. #2 I 1 I / Vairavan ( N ) Residence I II I F\- -- -- ----------------------------- I 1 BALCONY I 1 I \\ I I a I 1 - 11 \ 20 19 18 1 17 1 16 15 14 13 12 111 II 1 1 1 I MASTER B DRIO� #2 1 /^ 1 r \ A6 I \ 1 2\ 3 4 5\ 6 7 8 j� 10 A6 \� 1 1 01 1 I \ / I 1 LO / _M_ Y A6 1 R _77- 1 1 I \ \ I o I 7��`� \ BATH. \ \ 1 \ _ / \ 1 7625 West Hill Ln LUNATION OF 12" \ a r \ SUN TUNNEL \ \ 1 Cupertino, CA. 95014 — � I o APN: 362-27-027 II 4.5/12 II m w - 44 - \ \ -- -- -- 17- 1 - -- -- -- I v -- -- -- N - -- m PRO P OS E D � 1 °N 1 - — — — — — — \�/ // I i\ i BEDRM. #5\ \ I I 1 2ND FLOOR PLAN 11 I I \ I \ 1 l - 1 SCALE./4 - 1 -0 BEDRM. # E R I I I \ \ 1 I I � I I I I I N 1 / -- 11 \ 1 I 4 / II 1 \ I I I � I N `- - - \ \ \ I A -- - LL I \ \ I o 1 I 4� I / I 'Of -- I / E ---------- -- -- - - -- - - - ---- -11- ------ I I I no. revisions date DESIGN REVIEW 11/11 /2021 I 11 I I I 0 L - - - - - - - - - - - - - / 0 1 .5/1 . l 1 * UPPER ROOF VENT CALCULATION ROOF AREA REQ. VENT: 1277 SQ.FT. 1 AREA OF VENT REQ. 1277/300* 4.26 SQ.FT. (50%=2.12) 1 PROVIDE HIGH: 6 FLAT VENTS 6 X .42 SQFT/EA*** 2.52 SQ.FT. (=50% REQ.) I PROVIDE LOW: 4- 14X8 VENTS 4 X .716 SQFT/EA** 2.87 SQ.FT. TOTAL LOW 2.87 SQ.FT. (>50% HIGH) / date issued: 1 1 /1 1 /2021 * LOWER ROOF VENT CALCULATION 1 13' 11" 3'-4' 10'-102" drawn by: NGHI THANH LE z ROOF AREA REQ. VENT: 1069 SQ.FT. A6 AREA OF VENT REQ. 1069 /300* 3.56 SQ.FT. (50%= 1.78) 28'-1 1, PROVIDE HIGH: 5 FLAT VENTS 5 X .42 SQFT/EA*** 2.10 SQ.FT. (>50% REQ.) 2 PROVIDE LOW: 4- 14X8 VENTS 4 X .716 SQFT/EA** 2.87 SQ.FT. 2 ]Ob#: 2710-2021 TOTAL LOW 2.87 SQ.FT. (>50% HIGH) A6 1 / drawing number DESIGN 50/5°HIGH&LOW VENTS N .778 SQFT7EA- 15%FOR NFA7EA(.062 SOFT)=.716 SOFT. N 2 PROPOSED ROOF PLAN *** 60 SO.INCH NFA/EA (.42 SOFT.). PROPOSED 2ND FLOOR PLAN 1 A3 SCALE: 3/16" = 1 '-0" A3 SCALE: 1/4" = 1 '-0" of sheets Copyright @ 2021 T.N. DESIGN - SF Com unity Development Department 7 9 10 1 13 iliff ng Roof!riSg T1ome>"F7es2,96 't�al Products>Roof Vents>MasterFlow Roof Louvers �CUPERTIN4 VL"k"R(0)V E DO 0" Case # 1. ASPH ALT SINGLE ROOF - GLASS "A" A + _ 2. SOLID GARAGE DR - STAINED ROOF LOUVERS 12 5. SOLID WED. ENTRY DOOR W/ GLASS Approval B dy: ©ire- 4.51 4. W . COLUMN - PAINTED TO MATCH HOUSE Approve I Date 02j , 5. DOUBLE PANE WINDOW Signature A Haase `o�A••Ax.r bpp'A,+p I moo. EXTERIOR DOOR Case Manager �'` GOOD• °'ti HOUSEKEEPING I 7. 7/8" FINISH STUCCO - SMOOTH FINISH - 3 GOATS O/ LATCH SSB960A/SSB96OG ' u: � I 8. 4" HEIGHT 8,: %2" THICK MIN. BUILDING ADDRESS LOCATION T.N. DESIGN To o Our Best Metal Roof Louver,with fully enclosed hood to help prevent rodent/insect —_ _2ND FL TP 9'-0" 9. 2X8 FASCIA W/ GSM GUTTER - PAINT 1 1 infiltration and leaf/pine needle clogging 10. LOCATION OF ROOF VENTS/ LOUVER VENT - PAINT 11. EXTERIOR DOWN LIGHTING 875 O'FARRELL STREET, #104A • Slant-Back Design... I SAN FRANCISCO, CA. 94109 An excellent choice against weather infiltration,especially in i 12. LOCATION OF FLOOR VENTS steep-slope applications °�° • Long Lasting Construction... 13, VELUX SKYLIGHT Tel: 415-515-2256 Available in aluminum(SSB960A)or galvanized(SSB960G) 14. STONE VENEER E-mail: lFax: 415ch@ho 4mail.com construction 414 / 15. WROUGHT IRON GUARDRAIL g • 20% More Ventilating Capacity**... A full 60 sq.in.of net free ventilating area(NFA)per vent / • Optional Weather Filter... / 12 helps resist virtually all types of weather infiltration(available on aluminum models) / • Lower Installation Costs... 4.5 Fewer vents needed for installation— � l • Easy Installation... Pre-drilled nail holes make installation easier / 0 2ND FLOOR F.F.L 324.08' • Popular Colors Available... / / To complement most roofs / t- rY� —_1ST AAL_R T.P._10'-0 • Aluminum:Mill,Black, Brown,Weathered Wood,White and ShingleMatchTM Weathered Wood =1 • Galvanized:Black,Brown and Weathered Wood / _ 101-0111713. — • Granule Coated:Black,Brown,Weathered Wood and Shakewood /_ _—_— @ GARAC rE _— *"Compared to typical 50 sq. in. NFA roof vents O Now available in 4 granule coated colors 7 L How Many Do I Need? (Based on 1/300 Rule) 6 _HF1 ll/ —1 EEd------------ --------- ------------ 2 Total Attic lRecommended Number of Square Footage SSB960 Louvers S _ -_ _ -___ _- - ______ _ ______ _- -__-_-_ -_- __ , Vairavan ( N ) 0-1000 4 240 — — i \ / _ 1001-1500 6 360 = — = --- - - \--- - - MAIN FLOOR F.F.L 313.0'� • 2001-2500 8 600 — --i \ — — -_ — = Residence 2001-2500 10 600 - 2501-3000 12 720 _ _ _ _ / \\ __ 11.42 — — — — _ _ 31 1.58 @ GRADE @ GRADE SSB960 Instructions Instructions pars la SSB960 Instructions SSB960 11 10 2 8 3 14 4 5 7 Installation of SSB960 roof vents should Com- La instalacOn de las rejillas de ventilaci6n para techos L'installation des dvents de toiture SSB960 devrait Mply with all local standards and regulations. SSB960 debe cumplir con todos los estandares y respecter toutes les normes et r6glements locaux. N anaw-h " reglas locales.PRECAUCION:Use antiparras de AVERTISSEMENT.•Utiliser des lunettes de s6curit6, w CAUTION:Use appropriate safety glasses, seguridad apropiadas,guantes ydemas equipamiento des gants at autre equipement approprie pour eviter gloves and other equipment to avoid injury. de seguridad para evitar lesiones. les blessures. te'root peek New Construction Construction Nueva Nouvelle construction ou Re de[oi[ho ;';, z '';,•. or Re-Roofing o Re-Techado refection de toiture tim -,a•-,.`.'. Determine la ubicacion de las rejillas: Determine:Peet I Determine the location Ot vents: oistribuya Im rejillas de vemilaadn uniformemente a to ancbo del p acement des euvee a t PROPOSED SOUTHWEST ELEVATION Evenly space the roof vents along the width of the roof,marking Espacez egalement lea events su la larg ur de la toiture,marquant 1" r6rcers '�' the location of all roof vents before cutting holes.Center the holes techo,marcando]a ubic:wi6n de Wdas las rejillas de vent0aci6n del leur emplacement avant de cooper]es ouvertures.Centrez lea techo antes de perforar los orificios.Centre los orificios entre las ( P)ii P v a r between the rafters within T from the peak of the roof.Mark a 10" ouvertures mare les chevrons a I'imirieur de 61 cm 2 i arti, _ NOTE. Vh vie vigas a unos 2'del Pico del techo.Marque un perfil circular de l0" du fuite do toil.Trace:on ccrcle do 25 cm ]0 I'ouvcrturc circular outline For the hole on the roof.(Figure 1) ( po)pour SCALE: 1/4" - 1 '-0" Figure 1 Figure 1 Para cl orificio on c]tccho.(Figure 1) Bur la toiture.(Figure 1) A4 Cut and prepare the opening: - ALL DOWNSPOUTS MUST BE DISGONNEGTED @ GRADE AND SLOPE Perfore y prepare la abertura: Cm the holes in the sheathing belbre applying shingles.Shingle up Perfore los orifieioa en el—catimiento antes de aplicar las tejas. CoapeZ at prepare:POOvertare: l tit the fast fun course of shingles torero the bonnet of th.hot.. Coloque tejas hasty que el primer recorridn completo de teas cobra el Coupez lea ouvertures dans le platelage avant Pinstanation des TO VEGETATED AREA 5'-O"AWAY FROM FO U N DATI O N Cu[the excess shingles away from[he hole.(Figure 2)(For JJ bardeanx.Installez lea bardeaux en amont josqu'a ce que le pre- Pondodel orificio.Corte las ljas excedentes del orfcio.(Figure 2) n com let de bardeaux recouvre la base de I'ouverture. increased weather protection once o consF Weanor re-rooting ier rag p ALL AREA DRAINS, POP-UP DISIPATO-5 GONNEGT NG PIPES... ARE NOT (Para mayor protecci6n chm5tica en consnvcciones nuevas o en applications,use an Ill"xlR"piece of GAF Weather Watch'or Coupe:I'exetident de bardeaux autour de I'ouvenme.(Figure 2) 7625 West Hill L n •...:q aplicaciones de re-techado,use un trozo de 18"x18"de CAF p ur unc rotcction additionnellc contre les imem rics sur unc I�-�T GAF StonmGuarde Leak Barrier.Center the leak bamier over the Weather Watch®o GAF StormGuard Leak Barrier.Centre la bar- If P PER III ED hole.Remove release film,press into place and cut away the leak rare contra filtraciones sabre el a u ern.Retire la hcula libemda, n..V.11e suuclion ou one rele-tion de�oiwre,uulisez un Figure 2•Figure 2 barrier spanning the hole.) g J moreean de pare fuite GAF Weather Watch on GAF StonnGuard.., Cupertino, C A. 95014 presionc en su lugar y CArtc la barrcm de filtracioncs cubricndo de 45,7cm x 45,7 cm(18 po x 18 po).Centrez le pare-fuite au- I'alignement vertical.) dessus de l'ouverture.Enlevez Is pellicule,appliquez one pression Position the vent and nail the vent into place: et coupez le pare fuhe mouvrant rouvermre.) The top of the SSB960 has,up-armw formed into the flashing. Coloque la rejilla de ventilation en posieidn A P N: 36 2-2 7-02 7 Make sure the vent is in proper position.Nail the vent securely into y elevela an so lugar: place,spacing th.nails every 4"apart arouad rho perimeter.The Positionnez I'event et fixez-le an place: I.a Porte superior do la SSB960 ticnc una flccha ascondcntc fomrada nails should' from the edge se the vent flange.Seal all seams Le haul du SSB960 at marque dune Ilixhe dons le Bolin en el vieneaguas.Asegurese que la rejilla de vendla-i6n eat on la and nail heads with an approved sealant,such as silicone,roofing e. posit correcta.Clare In rejilla do ventilaci6n con seguridad en so de ezvent.Assurez-v ent que Parent eat dana la position les 10tca mem,or waterproof caulking.(Figure 3) 1es (4 p,Pule..do en place a 1'aide de-lour ii tour lea 10 can Figure 3 Figure 3 Oe Lugar,espaciando Los clavos a 4"de dis[ancia ahededor del perfinetro. (4 po)autour du p6rimctm.Le clous devraicnt 2uc a 3 ern(1 po) Los clavos deben ester a I"del bride de Is bride.wile Codas Las cos- de]a bo'date de la bride.Scellez tous lea joints et les tetes de clan Complete shingle installation: mras y cabexas de clavos con un selladm aprnbado,coma silicone, tol y prod unit de trage iapprouvderrquesilicone,(Figure de collage on un Continue installing shingles,overlapping the flange on the vent. cemente Para techos o wlafaie impermeable.(Figure 3) pmduit de calfeutmge impenneabilisant.(Figure 3) Cut the shingles around the top of the vent to match its drape. (Figure 4) Complete la Instalaclon de las telas: ------ continue instalando Las tejas,auperponiendo In bride sabre la rejilla Completes Plnation des bar des bardeaux: PROPOSED do ventilaci6n.Corm las t jas alrededor do la pane superior do la C6vem. z fins lea bar des bardeaux, la arfie su la bride de rejilla para igualar so forma.(Figure 4) 1'evem.Coup"Les barclearo autour de la Artie superieure de Figure 4•Figure 4 1'event pour epouser son profit.(Figure 15 7 1 10 9 5 .onnm.cnFana Oua/ity You Can Trust Since Y888... La ca//dad an/a que usted puede Line qua/lt6 6/a que//e vous pouvez BUILDING nmaertres000s"are�eo�siaeo o-aam,ens. tram North America's Largest Roofing conflar desde 1886--- del labricante vous t/er depu/s lava... tlu p/us gros , a � and Veamtlatlon Manufacturer para techos y ventilaci6n mSs granue labricant de foitures et ventilation an .a..uraeus ks„'r,care de Nor1eam6rica Am6r1que du Nord tmmmel�rce nAnosAes a�GnaGe co raannpx 02005 GAF Materials Corporation 8(05•1361 Alps Road,Wayne,NJ 07470•Master FloW Techn;dal Services:l-800.211-9612 Visit us at.www.gaf.eom ELEVATION S T.O.R.339.3' FLAT VENT CUT SHEET 12 SCALE:%4" = 1 '-0'' 4.5 I I ND FL TP 9'-0" LL== no. revisions date N o I o o DESIGN REVIEW 11 /1 1 /2021 h 2ND FLOOR F.F.L 324.08' 1 ST FLR T.P. 10'-0" _ 101-01,T.P. _ @ GARAGE -- date issued: 1 1 /1 1 /2021 h MAIN FLOOR F.F.L 313.0' - - _ 312.0 M _ drawn by: NGHI THANH LE @ GRADE 311.42 @ GRADE job#: 2710-2021 12 6 11 LEI 14 drawing number N PROPOSED NORTHWEST ELEVATION <— 2 M A4 SCALE: 1 /4" = 1 '-0" A4 of sheets Copyright© 2021 T.N. DESIGN - SF Corn unity Development Department fanning Division - Cupertino CUPERTINO APPROVED Case # - - , q NT LIMITS FOR ARCHITECTURAL COATINGS23 SEALANT VOC LIMIT 9 13 1 10 6 11 7 Grams of VOC per Liter of Coating. Less Water and Less Exempt Compounds in Grams per Liter ess Water and Less Exempt Compounds Approval B dy: irec SEALANTS CURRENT VOC LIMIT COATING CATEGORY' CURRENT LIMIT Architectural 250 Approva I Date 02Y1 50 Marine deck 760 Signature _ AJ aaS Nonflat coatings 100 Nonmembrane roof 300 1. ASPHALT SINGLE ROOF - CLASS "A g 150so Roadway 250 2. SOLID GARAGE DR - STAINED C TtCoating Single-plyroof membrane 450 Other 420 12 T.O.R.33g3 3. SOLID WED. ENTRY DOOR W/ GLASS Aluminum roof coatings 400 SEALANT PRIMERS Basementspecialty coatings 400 4. WD. COLUMN - PAINTED TO MATCH HOUSE Architectural 4.5 o�To ������T Bituminous roof primes 50 Nonporous 250 5. DOUBLE PANE WINDOW T.N. l� Bituminous roof rimers 350Porous 775 Bond breakers 350 Modified bituminous 500 500 LLW (3. EXTERIOR DOOR Concrete curing compounds 350 Marine deck 760 875 O'FARRELL STREET, #104A Concrete/mason sealers 100 Other 750 7Q. /8" FINISH STUCCO - SMOOTH FINISH - 3 GOATS O/ LATCH Drivewaysealers 50 Note:For additional information regarding methods to measure the VOC content specified in these 8. 4 HEIGHT � %2 THICK MIN. BUILDING ADDRESS LOCATION SAN FRANCISCO, CA. 94109 D f0 coatings 150 tables,see South Coast Air Quality Management District Rule 1168. Faux finishing coatings 350 -9. 2X8 FASCIA W/ GSM GUTTER - PAINT °O° Fire resistive coatings 350 ADHESIVE VOC LIMIT Teffiffi IRIM-9L�- l:Tel: 415-515-2256 Floor coatings 350 Less Water and Less Exempt Compounds in Grams per Liter 2ND FL T.P 9'-01, 10. LOCATION OF ROOF VENTS/ LOUVER VENT - PAINT - - Fax: 415-775-5342 Form-release compounds 250 ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT 11. EXTERIOR DOWN LIGHTING E-mail: lenghiarch@hotmail.com High Graphic arts coatings(sign paints) 420 Indoor carpet adhesives 50 El 12. LOCATION OF FLOOR VENTS Hi h temperature coatings 420 Carpet ad adhesives 50 Industrial maintenance coatings 250 Outdoor carpet adhesives 150 1.3. VELUX SKYLIGHT Low solids coatings 120 Wood flooring adhesive 100 Ma nesite cement coatings 450 Rubber floor adhesives 60 14. STONE VENEER Mastic texture coatings 100 Subfloor adhesives 50 1.5. WROUGHT IRON GUARDRAIL Metallic pigmented coatings 500 Ceramic tile adhesives 65 Multicolor coatings 250 VCT and asphalt tile adhesives 50 Pretreatment wash primers 420 Drywall and panel adhesives 50 Primers,sealers,and undercoaters 100 Cove base adhesives 50 Reactive penetrating sealers 350 Multipurpose construction adhesives 70 O ry Recycled coatings 250 Structural glazing adhesives 100 12 Roof coatings 50 Single-ply roof membrane adhesives 250 I- 4.5 Rust preventative coatings 250 Other adhesives not specifically listed 50 tV Shellacs SPECIALTY APPLICATIONS 2ND FLOOR F.F.L 324.08' Clear 730 PVC welding 510 - - - - - - - - - - - - - - - - - Opaque 550 CPVC welding490 1111 I 19'1 [pi I ILI ti � Specialty rimers,sealers and undercoaters 100 ABS welding325 -_-_1ST FLR T.P. 10'0" Stains 250 Plastic cement welding 250 Stone consolidants 450 Adhesive primer for plastic 550 Swimming pool coatings 340 Contact adhesive 80 Traffic marking coatings 100 Special purpose contact adhesive 250 Tub and tile refinish coatings 420 Structural wood member adhesive 140 / \ Vairavan ( N ) Waterproofing membranes 250 Top and trim adhesive 250LIC / \ Wood coatings 275 SUBSTRATE SPECIFIC APPATIONS / \ Wood preservatives 350 Metal to metal 30 / \ Zinc-rich primers 340 Plastic foams 50 / \ 'Grams of VOC per liter of coating,including water and including exempt compounds. / \ 2. Porous material(except wood 50 Residence The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. Wood 30 3-Values in this table are derived from those specified by the California Air Resources Board, Fiberglass 80 Architectural Coatings Suggested Control Measure,February 1,2008.More information is If an adhesive is used to bond dissimilar substrates together,the adhesive with the highest VOC \ / available from the Air Resources Board. content shall be allowed. \ / Z For additional information regarding methods to measure the VOC content specified in this table, FORMALDEHYDE LIMITS \\ // see South Coast Air Quality Management District Rule 1168, \ / Maximum Formaldehyde Emissions In Parts per Million. http://www.arb.ca.gov/DRDB/SC/CURHTMUR1168.PDF. \ / CURRENT PRODUCT LIMIT h MAIN FLOOR F.F.L 313.0' \ / Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 11.92 314.0 Particleboard 0.09 @ GRADE Medium density fiberboard 0.11 Thin medium density fiberboard 0.13 �-Values in this table are derived from those specified by the California Air Resources Board,Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333.For additional information,see California Code of Regulations,Title 17,Sections 93120 through 93120.12. 2_Thin medium density fiberboard has a maximum thickness of 5/16 inches(8 mm). CALGREEN VOC CONTENT LIMITS 12 5 6 15 5 7 VIEW N 0 NOTE: - ALL DOWNSPOUTS MUST BE D15CONNECTED @ GRADE AND SLOPE PROPOSED NORTHEASE ELEVATION TO VEGETATED AREA 5'-O"AWAY FROM FOUNDATION 1 o - ALL AREA DRAINS, POP-UP DISIPATOR5 CONNECTING PIPES... ARE NOT 7625 West Hill Ln SC�� AS SCRLEE- l ,4"� X-V PERMITTED Cupertino, CA. 95014 APN: 362-27-027 1 5 10 13 7 15 PROPOSED T.O.R.339.3 BUILDING 4.5 12 ELEVATIONS SCALE:%4" = 1 '-0" II I I ND FL T.P 9'-0' 61 12 I r lfl � N � 2ND FLOOR F.F.L 32111 4.0',` no. revisions date -F FTF r[ l I r-[F TT RFT I T11 I T11FJ6T I I IFIFf 11 IT I TITF I -I I I I I I 1-1 -T] 11 11 11111 1 11 11 1STFLRT.P. 10'-0" DESIGN REVIEW 11 /1 1 /2021 @ GARA Ell -==1 I MAIN FLOOR F.F.L 313.0'0 date issued: 1 1 /1 1 /2021 ® ®311.58 31 1.92- @ GRADE drawn by: NGHI THANH LE 4 j 14 ob#: 2710-2021 11 12 7 N + drawing number 2 PROPOSED SOUTHEASE ELEVATION m A5 SCALE: 1/4'' = F-0'' A5 of sheets Copyright© 2021 T.N. DESIGN - SF Corn unit Development Department Y pmenI 3 T.O.R.333.3' tanning Division — Cupertino 12 CUPERTIN4 APPROVED I Case # R-2021-059, I 4.s A I Approva I Bc dy: Director/ Staff Approval D e 02/16/22 Signatur( t AJ Haase I 2ND FL LP9'-0" Case Manager T.N. DIESIGN I v \ \ 875 OTARRELL STREET, #104A i \ SAN FRANCISCO, CA. 94109 i MASTER BEDRM. #2 °°° i Tel: 415-515-2256 i I Fax: 415-775-5342 N \ I E-mail: lenghiarch@hotmail.com \ \ \ �0 2ND FLOOR F.F.L 324.08' i 1 ST FLR T.P. 10'-0" I o � MASTER BEDRM. MASTER BEDRM. MAIN FLOOR F.F.L 313.4 311.73 311.88 Vairavan ( N @ GRADE @ GRADE Residence SHINGLE VELUX SKYLIGHT 1 PROPOSED BUILDING SECTION A-A Y4"MAX. NOTE:SEE 1/A6.2 FOR J 1ST STEP FLASHING PIECE WATER PROOF INST. T— (POSITION LEADING EDGE A6 SCALE: 1/4" = 1 '-0" OF 1 ST STEP FLASHING @ CORNER OF CURB VELUX EDL STEP FLASHING UNDERLAYMENT A VELUX EDL SILL FLASHING I _ _ ASPHALT SHINGLE VELUX EDL HEAD FLASHING 1 B PLACED BETWEEN A �l$, �� UNDERLAYMENT I VELUX VENTING SKYLIGHT UNDERLAYMENT \ MOUNTING BRACKET-ATTACH ��. WD.CANT I TO ROOF DECK W/NAILS R VELUX EDL HEAD FLASHING FUNISHED W/SKYLIGHT PLACED BETWENN I UNDERLAYMENT ELEVATION UNDERLAYMENT I VELUX EDL STEP FLASHING NOTE: NOTE:SEE 6/A6.1 FOR Y2'PLY.ROOF SHEATHING - ALL DOWNSPOUTS MUST BE DISGONNEGTED @ GRADE AND SLOPE WATER PROOF INST. BLOCKING AS REQ.- INSULATE CAREFULLY AROUND TO VEGETATED AREA 5-0"AWAY FROM FOUNDATION / WINDOW - ALL AREA DRAINS, POP-UP DISIPATOIz5 GONNEGTING PIPES... ARE NOT 7625 West Hill Ln — � PERMITTED HORIZONTAL SOFFIT LINING Cupertino, CA. 95014 TIGHT JOINT BETWEEN FINISH TIGHT JOINT BETWEEN FINISH GROOVE &FINISH MATERIAL GROOVE&FINISH MATERIAL AP N: 362-27-027 VERTICAL SILL LINING VELUX EDL SILL FLASHING SECTION A-A UNDERLAYMENT 5 VS PROPOSED INSULATION- BUILDING G� SEE T.24 FOR R VALUE INSULATION EDL 2X BLOCKING AS REQ.- SEE T.24 SEE STRUCTURAL FOR DETAILS SKYLIGHT CODE APPROVALS. SHEET ROCK SECTIONS FINISH MATERIAL SEE ROOM SCHEDULE Asphalt SEE ROOM SCHEDULE //// T.O.R.333.3' shingles AAMA/WDMA 1600/IS7 12 SCALE:%4" = 1 '-0" National Evaluation Service Report-NER-216 NFRC Certified/Labeled 1.NAIL THE FLASHING PIECES TO THE FRAME-NOT THE ROOF 2.UNDERLAYMENT TO BE FOLDED UP AGAINST ALL SIDES OF SKYLIGHT. 4.5 \ 3.VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE. 2ND FL T.P 9'-0" 3 VELUX SKYLIGHT DETAIL A6 SCALE: 1/4" = 1 '-0" ` L_1LJ no. revisions date DESIGN REVIEW 11 /1 1 /2021 k 2ND FLOOR F.F.L 324.08' INSULATION SCHEDULE -- 1STFLRLP. 1°'°" - _ ------------- -- R-15 BAT. ALL INTERIOR WALLS & EXTERIOR WALLS R-19 BAT. FLOORS R-38 BAT. ATTIC ROOF date issued: 1 1 /1 1 /2021 hMAIN FLOOR F.F.L 313.0' ------- NOTE: � � � drawn by: NGHI THANH LE 1 . STUCCO LATH SHALL HAVE 2 LAYERS OF GRADE "D" PAPER 92 @ GRADE 311.58 WHEN APPLIED OVER WOOD SHEATHING W/ PROPER CLEARANCE a RAC TO WEEP SCREED OF 2" TO PAVED SURFACE OR 4" TO EARTH. job#: 2710-2021 2. PROVIDED RADIANT BARRIER ROOF SHEATHING TYPE FOR THIS PROJECT drawing number 2 PROPOSED BUILDING SECTION B-B A6 SCALE: 1 /4'' = 1 '-0'' 6 of sheets Copyright© 2021 T.N. DESIGN - SF Community Development Department Planning Division - Cupertino Plant Material shall comply with the following: Revisions Date By CUPERTINQ APPROVED rescriptive Compliance Pathway- Appendix D nt y Case # R-2021-059, � iA For residential areas, install climate adapted plants that require occasional, little or no summer A FOR ■ water(average WUCOLS plant factor 0.3)for 75% of the plant area excluding edibles and areas Revised 110521 KAL Project Information Worksheet Approval Body: Director/Staff CAL using recycled water. WIRES Revised 121921 KAL Approval Date 02/16/22 OF OVERHEAD V,341,15 ■ Water Efficient Landscape Worksheet Signature AJ Haase S TATE UPPER ELS 5330.12 Mulch & Soil Preparation Case Manager LOWER ELF • Landscape Design Plan 1 Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of 6" OF into landscape area (unless contra-indicated by a soil test.). Ds -AN - , -� - -� 2 A minimum of 3" layer of mulch shall be applied on all exposed soil surfaces of planting areas '� 8 ATE -EFI' -I' .�I'L y pp p p g � except turf areas, creeping or rooting ground covers, direct seeding applications where mulch is KL. DESIGNS 1,LC TE CommunityDew ent D rtment r tOue contra-indicated. Residential Landscape Planning ROO 103I?0 Torre Avenue 4d8.777.3303/Fax 408_T77.3333 Cupextino, Chi 9M14 planningi0cuperbrm,.,org 3 no turf present on this installation. www.KLDesigns Biz http_f cuperti o-oa:glplarmial_Ir Kimberly Leichner UPERTIN WALL SO�Np WA�� 1 2 Prior to planting, compacted materials shall be transformed to a friable condition. Award Winning Landscape Designer TO PART 1. CERTIFIED/L.ICENSEE PROFESSD[QNAL INFORMATION ti (408)910-3198 FE N CE Kim@KLDesigns.Biz/ A r %,II,% ija 3 For soils less than 6% organic matter in the top 6" of soil, add organic compost to planting areas WALL °" eslglris RETAINING Existing Landscape only C� equal to a rate of minimum 4 cubic yards per 1,000sf of permeable area to a minimum depth of 6" I- � NOkII�B >,ic.,�ceRl'.� wog° Kim Leichner into the soil. \ / KL Designs LLC 0 1dlm@KLDe_sIgns.biz 4OM10-3198 pFp xLsEAL 4. A soils report is required. ' Min P.U.E. nee at Joint Pc le Existing Landscape only PART 2: PROPERTY & PROPERTY OWNER IItiFORXIATION Tree Protection San Jose CA 95118 �d PFJM X7Yt3WhlPkNAME P-MAIL Valhanzrmai Vairazran 8r Pallardappan Vairv.an wetdll®Lomelftmaalco _L The following general tree preservation measures apply to all trees to be retained: No storage of kim@KLDesigns.biz pil" o sFho Lanee ng rtino; _ 9�Q14 RJM PWNE material, top soil, vehicles, or equipment shall be permitted within the tree enclosure area, The ground under and around the tree canopy area shall not be altered. Trees to retained shall be J 362-27-1JZ3 irrigated, aerated and maintained as necessary to ensure survival. 7625 WestltiIl Lane, C erf[ino, CA 9.5014 PROJECT TYPE tonne mrtxAtm WATER 5OURCE 0 ® :Ne ® potableLandscape & Irrigation Maintenance T1D3'Al.T..at+rr'xg[':APF:ARP.A Ti]1EtPyr..arhiTAFF� ❑ Rehabilitated ❑ On-riled 1. Maintenance may include but not limited to the following: routine inspection, auditing, pressure ❑ Ikon-Residential ❑ �Ckt-sikE captured rai>�nrat�r ���5�f s�Fr. � �.Fr. Y 9� p 9, I ❑ Grap�aetff testing, adjustment, and repair of the irrigation system; top dressing with compost, replenishing (� WATERPt3MEYOz NUN-=PLANT AREA WECLkLLAN�e�.CAPEARE4 mulch, fertilizing, pruning, replanting of failed plants, weeding, pest control. San Jose Water 387sf 0 OQ 2. Failed plants shall be replaced with the same functionally equivalent plants that may be O' PART 3: COMPLIANCE CHECKLIST� size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall Landscape Parameter Requirenitents Compliance either be replaced or be revived through appropriate adjustments to water, nutrients, pest control or other factors recommended by landscape professional. TURF Ttuf shad riotteed.?}4o of the Landscape }- sq-pe alter cu$,.:.�U t'.ia-}lirhe4��-is lesx3-us area "J, ( ®b no tu turf (No rf in non-residential area) [:1 YES Existi Landscape only 0 Existing LQi sc 1hnly ryry Turf shall not be planted on slol��mOrg dun ❑ YES O All pertiem3 of turf alp shall be rider than ten(10)feet(unless irrigated with [I YES Total Landscape Area 4035sf subsurface irrigahon or low volume ii#?jatl:an stirstimft)- Signed W i er to omit screenin Signeedfr neighbor ESIDEN �� Total NEW Area Planted 662sf �� PI-ANTING AREA At least 90%(10G%fm ram-re--.idential area of non-turf area shall consist of ❑ ES \ native ur low water use plants. U Signed Waiv to omit scr ni g IRRIGATION z obtained fr neighbor P No invasive mdlcu nwdous plant species shall Lie L�Lanted- © 11151 w 1 Irrigation Controller with rain sensing shut off device either integral or auxiliary required. Controller Plants with siartilar water needs shall be grourped wittmrhydromenies-Each © E- g g g ry q o hydrozone stiaill be controlled by a separate valve. to be outside of building. Exact location of the controller and weather sensor to be determined by 0 gOMMANAX�171 Atleest4cm)xs-do sx(Oinrl-L-sdeep e,sl-abeapplidpa tt iMsq- almldscapemE3 0 ,_Ec the contractor. I A nuns mm three(3)inch layer of mulch shall be applied on all exposed soil 2. Valve Boxes: Exact location of valves to be determined by the contractor based on site surfaces of plants a areas,except m arras of direct seeding application(e-g- 0 __ES RELEASE OF PRIVACY PROTECTION MEASURES hydra-seedmr.)- conditions and underground utilities. Valves shall have Pressure Reducer and Filter appropriate for ComravnityDeUet11P__tDrWtmm1 Drip. A manual Shut Off Valve shall be installed with Valve Nest. roaoo TarrrAvenue 14M)777-5no/Fay(cos)m,3338 Grading shall be designed to minimim sent erosio=rua-o,and water waste. © - E5 Cupertino•CA951t14 ,pti:tnng@eapertino.org C O P E RT I N O hoop;,//www.cuperttno.org/ptenrut� IR1tIGATION 5Y3TF.ld Aut rniahc u gation controllers menegoged and must use evapotranspiration or © :E� 3. Irrigation for each hydro-zone shall have a separate valve as indicated. Root Well Bubblers ❑ no irrigation soil nunsturestir data andutllaz--aram`sens-A.r. recommended for each new tree. Ordinance 19 28(SLng[e FeAttily)required that after September 2,,199$,all new two-story J` TE addition or homes be regtured ro rornplote prltsttj•protection measures.sta�f nag grant■ sys teal Irrigation controllers strap be a type which does aunt lose progranarru rg data in ® �'ES modit1cad-or deletion to this requirernettt if the adjacen#affeeted Property owner',sign a the ev trot the pwirnaxy pawner source is interrupted- releaseagreeing totnodifyor waive the requiremmt 4. Manual Shut Off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as Date:12-LLL-21 close as possible to the point of connection of the water supply. Rrepei ty,Addxt n: Lr cL _D&V P WATER-EFFICIENT LANDSCAPE CHECKLIST � \ b • . . 5. All irrigation emission devices must meet the requirements set in the ANSI standard, Iem adjoixtutgproperty"mer and[agreeto; J D� t ASBABE/ICC 802-2014. "Landscape Irrigation Sprinkler and Emitter Standard." 10300 Tame Avenue 06_777.3308/Fax 408-777- 333 .. ❑ modi[j• Cupertino, CA WA14 plaantinsecupertirta.Org T a p the privacy protection meastrres required of the Single-Family Residential Ordirtattt:e. CUPERTINO http--/Icapertinc-orglplanning 6. No sprinklers will be installed at this site.p • Permeable_ N Pavers p 7 'Gf ActWifying,pleaar describe the requested chu►ges rb Landscape Parameter Require3nents Compliance 7. For areas less than ten (10)feet in width in any direction shall be irrigated with subsurface Permeable Driveway N � avers avers irrigation or other means that produces no runoff. Only drip irrigation will be installed on this site. D 1 ' : p 1 ATION SY'51F.'lwi Pressure regulators steal:lie installed on the irrigation s-,•stenT to endue the dImam icFressure of the system is within the n13nufacta er'S recon Herded ® }`ES o p \P pressure ram- 8. Irrigation shall be designed, maintained and managed to meet or exceed an average landscape p efficiency of 70%. ' IVlatuis!shut-off valves(such as a vain•e.ball�•alv�e, or butterfly s•al�.•e'I shall p\ oc > Property owtur ; , ii C , ,/C a installed as close to possible to tine point of connection of the water supply. lio YES Address: _ �, LJ lT I t(�L_ r-' t� �I r�D p ,C,rl- All irrigaticm�rdssitsn devices must meet the requilerne2rts set in the ANSI 9. Irrigation run times shall be scheduled between 8pm and 10am. Operation outside time window P C17 � `d j D a P r �e�ASME/ICC -2014-'Lards�capelrrigatiElSpri ea nkland.Eaiitt>er is allowed for auditing and system maintenance. ValraVan Residence Arbutus arina' Std (1 v ` Email: ` _ Sta Standard:'All sprinkler heads installed m the landscape nm docrmr�t a ® YES 24"box, 8' h 0 ht / dishlb its n manforauity law quarter of OA5 or higher using the protocol defined p a \ slgrtamr8: ,ter, e!`!.'r "�� inA2" E�CC -�14 10 A diagram or list of the hydro-zones shall be kept with the irrigation controller for subsequent 7625 West Hill Ln. ter, ��� �r-----�._- �� b. \ P DediratTed.irriigationmetersmeret�neditwncar-iresidentialpDujectsw�ithmtme management purposes. D P ta+•rseo,l1wrU,�so:o,a.rsu,t�rrl,tsrsy than 1A00 ft.of landscapeands. ElYEs Cupertino CA 95014 IV �te >s�.tsotw' 11. At the time of final inspection, the permit applicant must provide the owner of the property with D\ WATER FEATCPtiES Pool and spa covers shall 'n "' ❑ YES be �'"' a certificate of completion, irrigation schedule and a schedule of landscape and irrigation El pool p Recimula ft umter systems shall be used for ail water features- ❑ YES maintenance. D p > ❑ other: D b ® no water features Water features sure 1iinited to 10%of the landscaped area ❑ 'YES RELEASE OF PRIVACY PROTECTION MEASURES 12. An irrigation audit report shall be completed at the time of final inspection. . � � CAnfrnunih!LMt:eluputrul Drinxrtt,unt v 10300 Toe avenue (409)777-3308/rax(408)777- 3 1 am aware of available infiminatl.tmal resources re�ard:ng natwe and lost'vaatEr use plants,rIIgatkm Effid-"car,and other aspects 1> d ' : rr venCupe,tino,CA 95014 plamting@Lupertinu.org D b. CUPERTINO htop://www.tupertino.orp,/planning of water-effuient lwidscapm& I certifv that the inforniation pi ovided m this checkList is correct and the installed'Widscape HYDRO-ZONES Static Water Pressure = 70psi \ p. complies with the requirements of Chapter 14.15 and "or the requirements of the Prescriptive CompFmioe C-ption.I also understand that an; changes to the prafect will narvcsita-bL a new checlList. FRONT DRIP Ordniance 19.28(Single Family)requires that after September 21,19%,all new two-story r Provider: addition or homes be required tocom lets privacy rotectionmeasures.%ffma grant y �`f k' 2021 FRONT TREE - LW 0.3 p i P t yP y� ,_t{� _.��� No enll}er 0 , it D, modification or deletion to this requirement if the adjacent affected property owners sign a � Meter size 3/4 z release agreeing to modify or waive the requirement. 5 ATAJFF OF P1Df3 O 13t C5[{rEtU1'FIORIZPD RA7'LVL DJ4.9'F. 20' Front Setback 742sf Date: rJ ol,�o, VP�Xl_a�� SIDE DRIP November � 202'1 Property Address: SMN TU Dt CFItTInMLANDI;C11PIPP117fSPBt�7MA1. DATE LEFT SCREEN - LW 0.3 'CY l� Pervious Pavers 514sf 524 = 257sf / 742sf = 34.61% lama; p"'tyailveorg property owner and l agree to; �fC®,,,m r � d ❑ modify LING addtiionsl paper if ncresisa r} t - * 0 4' 8' 1 6' Pacific Interlock Pervious Pavers i he privacy protection measures required of the Single-Family Residential Ordinance. ,+ .�,1..� � � _ r�l PLANTSCHEDULE *If modifying,please describe the requested changes: - r -- - 'y SCALE: 1 8 = 1 -0 TREES BOTANICAL NAME COMMON NAME SIZE 07Y ) Arbutus x 'Morino' Std Arbutus Standard 24"box I LW-0.3 Staff Evaluation StaffConsments I Date: 102721 Property Owner.- '��-Fl.J7(�!�t-) f'n Pr(��I r--� min 8'ht -�2o t�E~S-THIL-t_ Lr-i Cr,,g6rz-r,,•jo,/,� CISZ7,)4 Drawn By: KAL ;wdr�ess: - � Approved Phone: Ismail; C-tLJ Tl'w�Ct.r�-t M.'YY')GL`/-�I^'� 9�lfr'X.Lr�•+�fj`"ti'� � Not Approved Job N o 16 91 signature:._.. , •�`. �, - - - 1 Pem-sit# tc>t,Nas,iran,aum.oN,sawlpaNt,�ulSIGNATURE DATE SAMPLE IRRIGATION FOR TREES Ic,aa.-,is2a.rn,C i?p EMITTER TUBING & DEEP WATER STAKES ON DRIP THESE PLANS ARE A SCHEMATIC ONLY AND ARE NOT CONSTRUCTION DOCUMENTS L� 0 1 m Community Development Department 6 Planning Division - Cupertino \ c PERTINO APPROVED \ ase# R-2021-059, \ \ AKMrtZWWb1rrtUQ \ \ pprova I Body: Director/Staff \ \ pprova I Date 02/16/22 \\ \ ignature AJ Haase \ \ Case Manager \\ \ SURVEYOR'S STATEMENT: z LEGEND \ \ LA THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER w MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND \ \ / CATCH BASIN SURVEYOR'S ACT AT THE REQUEST OF: \ KANNAN VAIRAVAN ON JUNE 22, 2021. \ •s SCALE. 1 " = I D' \ s \ - ✓� �S SANITARY TAR Y SEWER MANHOLE \ '� ✓ 1 HEREBY FURTHER STATE THAT TO THE BEST OF MY KNOWLEDGE ALL \ U TREE PROVISIONS OF APPLICABLE STATE LAWS AND LOCAL ORDINANCES 1 0 20 30 40 \ �- \ 0 ��, wV HAVE BEEN COMPLIED WITH. \ , WATER VALVE I HEREBY FURTHER STATE THAT THE PARCEL DESIGNATED BY MY � z a a a a a \ \ 7- SURVEY AND SHOWN ON THIS MAP IS THE SAME AS THAT SHOWN ON. \ \ f O"' 0 VERHEAD WIRE THAT CERTAIN MAP TITLED "TRACT No. 3850, FILED ON NOVEMBER � 13, 1964, IN BOOK No. 187, PAGE No. 44, SANTA CLARA COUNTY \ S ��✓ X CYCLONE FENCE RECORDER'S OFFICE. LAND � / \\ 0� \\ ��� ✓ �� WOOD FENCE _______DATE: JULY 22, 2021 BRq� �'pL <�7 \ �✓ '\ • FOUND SURVEY MONUMENT JOSEPH M BRAJKOVICH, PLS 5254 v�� no 0 HUB TACK SET FOR FENCE L OCA TION No 5254 = J U _ C-0 UTILITY POLE 0/k-e W-P il WA I� 311.32 / \ \ \\ \ BASIS OF SURVEY: Hub 311.48\\ � o -� (1) "TRACT No. 3850" FILED NOVEMBER 13, 1964 IN BOOK 187 OF �1 IL 0 N MAPS AT PAGE 44, SANTA CLARA COUNTY RECORDERS OFFICE � If \ 311.86 \ `� `L9 moo BASIS OF BEARING: o o�'s. G04. - THE BEARING OF THE LINE BETWEEN FOUND CITY SURVEY MONUMENTS Q) 311.73 a \ \ \ �o��5�, / ALONG W. HILL LN TAKEN AS N89°59'00"W PER (1) QQ / ° 4 �\ 4 \ �" �O \ A F M -�'l 54 / ° / / \ _\3�1 9 \ ��s ✓ BASIS OF DATUM: � ° / 311.11 /// 14 311.84 4 �d3 � /\°� \\ \ \ ��� ALL DISPLAYED ELEVATIONS ARE ON NAVD88. N N HUB / / \Q 4 a \ 11.46 ° / 311.46 / �a' 311.6� ° <_Trl \ \ 311.�,2 ✓� UNDERGROUND UTILITY NOTE: `J J l ° NAIL /° ,.a'��^� \q \\ \\ / ✓ _ THE TYPES, LOCATIONS AND/OR DEPTHS OF EXISTING UNDERGROUND j a �. f ° UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY ARE APPROXIMATE 309.87 < -` a R \ \ AND WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY ONLY �0• / N pl T '\ ACTUAL EXCAVATION WILL REVEAL THE TYPES EXTENT SIZES °a 4 / ° / I MNRv5311 �3 \ \ \ 312.18 �. �. \ \\ �FF�o \ \ \ LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A Q a 41 ESE \ z a ��4 \ `A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL 4 2 , \ m o\ \ \ 6' \ KNOWN UNDERGROUND UTILITIES. HOWEVER, THE SURVEYOR CAN ,323� \ ��� �� \ \ \ ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF E� oOR �� �\ \ -' \ DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE 60 4 312(++33/ E� / F� \ 4' 31 Z.19 x311.6� 309.82 a -I 1/ / \ RipGEU�E� ►SNEp \ (n a / 311.92 \ \ \ ENCOUNTERED, BUT WHICH ARE NOW SHOWN ON THIS SURVEY. 309.67 j !1 \ /. 4 J a PpE ��56 i Z w ° �� \ \ \ Q) �<09.�32 YIN 309. 0 ti�� cr /. 4 \q ° / / \ ° 11.83311.57 / \ w 311.98 \ �� 309.18 3 9.59 � 'o o ' ° - - 311.57 r TR E-18 0 -CD \ q / NAIL xJ \\ 4 0 \° a \ \ 'M.88 309.1810.�7 \\ I x311.64 \ 311.36E /\\ 310.67 O a \ FIG-12\11.92 i 09.69I \ � \ \ � � 311.74 L 0 T AREA \ \ \\\ \ 1 I� X310.54 - - - - , 111.62 7, 789. 6 SQ FT \� \ 3 0.82 EE-12 311.81 oc ) \ 1 � 1 I 309.69 \ / WOOD FENCE 147.12 (147.13) _ _ _ \ \ I , • 309.09 \. . � . . � . . � . � . . � . . a 0 I N89°21'07"E I 39.42 I \ ✓ \\ � \ cy '� U %'6 1 309.07 42 T EE.8 310.15 \ 310 1 311.41 \ \ S 77/ BASIS OF BEARING / a a ° a • - - - N89 58 00"W - • / ° / 4 4 a ° \ \ \ 188.87 J / ° I ° a \ RIDGELINE ELEV=322.87 \ \ (RECORD AND MEASURED) a° 4.4 a 0 . 1 °. J 4 /4 4 / 4 WEST HILL LANE wV ° ° o 0 cv Lf) :3 O L) (D \ RIDGELINE ELEV=325.64 � rn - - - - - - 0 / N •� / @n W o rn N C) O a N 'v I ZCq OE aQ N C$ - I J cVOU-) a) DATE 00/00/00 SCALE 1 $$ = 8' DESIGNER JMB JOB NO. 16000 SHEET I OF 1 SHEET