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CC Approved Plan SetCo unity Development Department la ning Division — Cupertino CUPERTINO APPROVED Case # R-2020-035, Approva I B dy: Director / Staff Approval D to 04/19/21 Signature Lauren Ninkovich IPE=t4cc ❑ PLANNING DEPARTt*-1ENT ❑ PRELT*IINAR�r ® DESIGN REVIEW SUBMITTAL ❑ BUILDING DEPARTt"'SNT ❑ PLAN CHECK SUBMITTAL ❑ APPROVED FOR CONSTRUCTION (NOT FOR CONSTRUCTION) V x 4_ UPPER FLOOR 0 1r0,33 X 44,53 = 132 10 x 11 = 110 © 1,66 X S,58 = 13 0 1,33 X 12,66 = 11 1232 UPPER LIVING SCOPE OF UUORK: L) NEW 2nd STORY RESIDENCE: FIRST FLOOR (1,543 SF) WITH (4ro2 SF) ATTACHED GARAGE, COVERED ENTRY AND ATTACHED 146 SF ADU, 2,) 2nd STORY FLOOR (525 SF) (3) BEDROOM5/(2) BATHS, DEFERRED ITEMS: 1.) SPRINKLER SYSTEM COVERED ENTRY (HATCHED LOUDER FLOOR ® 25.33 1ro,33 © 1,66 O 2 O 6 21 O 6 ATTACHED ADU A I-D-1 [M [L Ln GENERAL NOTES: 1, CONTRACTOR SHALL VERIFY CONDITIONS 8 DIMENSIONS BEFORE WORK BEGINS. 2. ERECT SECURITY BARRICADES TO PROTECT LOCKABLE INTEGRITY OF RESIDENCE. 3. ANY ITEMS TO BE REMOVED 6 DISCARDED MAY BE RETAINED AT THE OWNER'S OPTION. VERIFY INTENT BEFORE REMOVAL. 4- ALL BUILDING 8 GARAGES TO BE DEMOLISHED AND REMOVED, 5, ALL DRIVEWAYS, PATIOS d CONCRETE WALKWAYS TO BE REMOVED, ALL HERITAGE TREES TO BE PROTECTED A$ PER ARBORIST'S REPORT d CITY REQUIREMENTS, 1, ALL FENCES 1w PROPERTY LINES TO REMAIN, REQUIRED AUTOMATIC FIRE SPRINKLER IN 2 STORY RESIDENCE: "FULLY SPRINKEREDii A) AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH N,F,P,A, 13D, B) FAST RESPONSE SPRINKLER HEADS SHALL BE INSTALLED IN GARAGES B WORKSHOP AREAS, C) THE SUPPRESSION CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF WORKING DRAWINGS 3 CALCS TO FIRE DISTRICT, D) THE FIRE DISTRICT SHALL ISSUE A PERMIT PRIOR TO THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM, E) THE SPRINKLER CONTRACTOR SHALL HAVE A CITY BUSINESS LICENSE AND WORKERS COMP. CERTIFICATE ON FILE WITH THE CITY OF CUPERTINO BUILDING DIVISION, X 31 1,04a X 20,33 + 5 = 341 X S,58 = 13 X 21 = 42 X 1,53 = 41 1,551 LOWER LIVING 932 UPPER LIVING X 22 = 462 4&2 GARAGE X 1,53 = 41 41 COVERED ENTRY 2,SS2 TOTAL 13,33 X 43 513 O 15 x 12 - 6,51 113 146 TOTAL U ALL CONSTRUCTION SHALL CO1" IDLY WITH: A) CALIF. BUILDING CODE 2016 EDITION B) CALIF. FIRE CODE 2016 EDITION C) CALIF. RESIDENTIAL CODE 2016 EDITION D) CALIF. MECH. CODE 2016 EDITION E) CALIF. PLUMB'G CODE 2016 EDITION F) CALIF. ELEC. CODE 2016 EDITION G) CALIF, ENERGY CODE SHALL 2016 EDITION COMPLY WITH ALL T24 DOCUMENT H) CALIF. GREEN BLDG CODE 2016 EDITION (AS PER CITY REQUIREMENTS) 1) ANY OTHER APPLICABLE LOCAL 8 STATE LAWS 6 REGULATIONS. 2,) ALL MECHANICAL, PLUMBING, ELECTRICAL AND SIMILAR PENETRATIONS OF THE FLOOR OR TOP PLATES SHALL BE CAULKED WITH A RESIDENTIAL RATED FIRE CAULK WITH AN ASTM E136 RATING, 3) ALL LANDSCAPING WILL COMPLY TO THE CITY OF CUPERTINO WATER EFFICIENCY LANDSCAPE ORDINANCE. * NOTE TO CONTRACTOR THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN, AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, D15CREPANCIE5 AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. k N k I Lw a o D GENERAL INFORI"IATION: NUMBER OF STORIES: 2 ASSESSOR'S PARCEL # 366-15-018 ZONING DESIGNATION: OCCUPANCY GROUP: R-3 / U-1 LAND USE LOW DENSITY: (1-5 DU/ACRE) TYPE OF CONSTRUCTION: V-B LOT AREA: 6,-118 S,F, MAXIMUM COVERAGE AREA: (501.) 3,35e S,F, MAXIMUM FAR AREA: (45%) 3,023 S,F, EXISTING TO BE REMOVED: RESIDENCE 1,e4e SF DETACHED SHED 45 SF TOTAL TO BE REMOVED l,ee4 SF PROPOSED BUILDING AREA: NEW LOWER FLOOR 1,551 eF NEW UPPER FLOOR e32 SF NEW GARAGE 462 SF COVERED ENTRY 4-1 SF TOTAL FAR: 2,ee2 SF 2nd FLOOR TO FIRST FLOOR RATIO (e32 SF/2,053 SF) = 469- LOT COVERAGE: RESIDENCE: MAIN LOWER LIVING 1,551 SF 2-CAR GARAGE 462 SF 2nd STORY BALCONEY 114 SF COVERED ENTRY 4-1 SF ROOF EAVES 483 SF TOTAL 2,656 SF ATTACHED ADU = _146 SF IMPERVIOUS COVERAGE: RESIDENCE + GARAGE 2,013 SF DRIVES 501 SF REAR PATIO 252 SF WALKS e5 eF COVERED ENTRY 4-7 SF TOTAL IMPERVIOUS: (43%) 2,e14 S,F, TOTAL FAR: (459.) 2,ee2 S,F, [PIELn Nk[E OWNER: TARIQUL KHAN 4 CHA1" IAN HA1=1 150(o PRI1"IROSE WAY CUPERTINO, CA, c35014 (408) 431-g1cJl STRUCTURAL ENGINEER: HIEN T. KIM NGUYEN P.E. 15 DUBERSTEIN DRIVE SAN RAMON, CA, e4583 (408) 8e3-6e06 DESIGNER 4 CONSULTANT: JON C FREEL JI= BUILDING DESIGN: P,0, BOX 2018 CUPERTINO, CA, c35015 (408) 48e-302e LAND SURVEYORS: CHRISTENSEN 4 PLOUFI= 101 CHURCH STREET LOS GATOS, CA, 135030 (400) 755-13I84 FRI ENERGY CONSULTANTS LLC: NICK BIGNARDI 21 N, HARRISON SUITE 0210 CAMPBELL, CA., 95008 (408) 8�o�o-1620 H LID-D a Al INDEX - VICINITY MAP - ANALYSIS - PERSONAE - NOTES TP TOPOGRAPHIC SURVEY A2 PROPOSED SITE PLAN A2,1 DEMO SITE PLAN A3 PROPOSED LOWER FLOOR PLAN r44 PROPOSED UPPER FLOOR PLAN A5 EXTERIOR ELEVATIONS A& EXTERIOR ELEVATIONS A-1 SECTIONS A8 ROOF PLAN -. •�,� •. Cale iv6,+Sricl.'Lr. Tn•en Da4.^. Par' r4 nr,m j snuae�.mi r, cdY or Fijll ~ A. ent8 Rainhowi)r Rai nin—D, v � 6 Raht6ow of ...� . Sunny Stin Afier o 5 ora.aelmw or S haoI Chfld Cara ■ Ysmagemis Nurseyp rrxherwwnw Sewn Epp ASeven Springs """"� w'r 5 SummerWlrads Nursery '' 7 FlreStetion "e.eeawoc i 1' 96rlght korizv' � J C T r : Silicm Vall 506 im*ose way siera, S 9Hoover A �Ha�a3 Me9t5 n ��I '- a m noaroi 0 S Sank of America a V Financial-CAter ngefrelie4 Treiiheedill ProaNG:Rd ped M pl�peu Rd Sa Mediterranean ••} Grill ®re5ly�rdnt a. La"ngeV 9 �, 9 R �°'rmr'p ��a,y�, Jakes of Saratoga � � N M �f0 rV 0) M 00 '% N M U6 M PS Go O lie v C� U 1 THE PLANS, IDEAS AND DESIGNS SHOLN ON THESE DRAWINGS ARE THE FROFERT f OF THE DESIGNER. DEVI5ED SOLELY FOR —HIS PROJECT. PLANS SHALL NOT BE JSED, WHOLE OR IN FART, FOR ANY OTHER PURPOSE WITHOUT THE JJRITTEN FERMI5510N OF THE DESIGNER: JF BUILDING DESIGN REVISIONS DRAWN JF CHECKED JF DATE 12 MARCH 21 SCALE AS NOTED JOB NO, 2016 SHEET BY OF SHEETS Com pity Development Department nning Division — Cupertino CUPERTINO APPROVED Case # I R-2020-035, Approva I Bo : Director / Staff Approva I Da t 09/23/21 Signature rika Poveda Case Manager w MAX GROLOW E SET CLEAN-OuT LID ii ON TOP of amc)(s •- 1 SEE NOTE _.. _ QE6110-UPS PElclf, 2 SELCM, i 4.5' MIN COVEit I (EXMTIONS TO E I APPROVED BY 6r0rCT 4NGliF.ERS r I - SFad:S TO DE LMD "'N" VLLY aEANOUT Rt5ER PPP — PVC MR 26 OR APPROVES EQUAL _ WSSION CLAY OR T/8 REND -------- FERNCO "SHEAR -RING' ARC SHIELDED' aR V /r APPPOW.D IOUAL Pre OR VCP (-.VP) — v { - ----EXISTING LATER 45' WTE �.— _ i HdJSE LATERAL • 'S=1X (AH�— -- 57 E)OSTlNO LATERAL AND _ W4 TALL ONE YIAY ar"h OuT. - /ICSSION WY OR FO&M PrC MR SS FI.TING OR MPRow-T) E041AL BAR-ems„ARC n SILDED• _ •- FOR BACKF L AND R=OM REOi WR REWS. OR AFMR IVED EWAL OYP) Ms QUAIL 7 I. ALL NER PiPrNC SHA{L BE PVC SDR 26, OR APPROVED EWAL UNLESS OTHER&M NOTED. 2, ALL CLEA4-OUT 5OXES SHALL 9L CNRSTY CWr KTE PRCWCTS MAN]FACTWtED BY OLDCASTLE FREGAST, INC. NTTH THE FOLLOWM MOCIEL NUMBERS= L. •' Ql R AY� mN SRAPFl ao> rDe oaSSF06 TR - C{sT LEI I F08C �_ g CT,_ _L__ ^F017C GOSCT d NOS 94All BE VARKEtI *SEW-R' 4, Vr. Aw AR CRmo PAC£ fX CURB WDI -V — , AWOAL PA55[s �ti_ _ ���. I W-- PRESENT. 5. V8 BEND MAT SE PART CP 47' VT4F' Ir AP&RiUVfi) 8Y Ory- 5EWER LATERAL CLEAN -OUT INSTALLATION S89° 50, 10"W 30,06' tL (N) 24" BOX (MINIMUM OF 6' HT) ACER RUBRUM 'ARMSTRONG' ED z V U .4 20' IMPERVIOUS 0 COVERAGE (WATCHED) W O � N89°58' 10" T- WATER METER N LU (E) CITY TREES TO REMAIN SEWER ❑ MANHOLE SEWER - - IS]- - MANHOLE❑ s Q s" TREE O 1 oC/ 11� 0 D z O (LTL a zw ❑ uo 0 � 100,24 ❑ m w U U.I z z tu d) w w 1ST z_ i I DOWNSPOUT FINISH FLOOR C) FLOOR JOISTS 24" X B' CDNC c O SPLASH BLOCK �+. i TMIN 2% UN d 4 a VARIES i ❑ GRASSY SWALE 4 DOWNSFOUT 1.) FRONT YARD AfRE24: A.) AREA 2OX60 OR 1,200 S.F. B.) MAX COVERAGE (5051.) OR 6OO S,F, 2.)ACTUAL COVERAGE: A,) DRIVEWAY I5'X20' = 360 S,F, B.) WALKWAY V X 20' = 100 S,F, TOTAL 460 S.F. FRONT YARD COVERAGE - 460/1,200 = (389-) OR -140 S,F, OF LANDSCAPING 460 SF - 1,200 SF FRONT YARD AREA = 140 S,F, LANDSCAPED AREA * NOTE TO CONT1R,4CTOR THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN, AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, SITE NOTES: I.) ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF JF BUILDING DESIGN PRIOR TO COMMENCING, 2.) VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE PRIOR TO CONSTRUCTION AND BIDDING, 3,) CONTRACTOR IS RESPONIBLE FOR DUST CONTROL 4 INSURING SPLASH BLOCK (TYP) AROUND BLDIS THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. NOTE: 4,) CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR METHOD SLOPE TO BE 59. MIN. FOR PERVIOUS SURFACE, AND MANNER OF CONSTRUCTION AND FOR ALL JOB SITE OR 25k. MIN, FOR IMPERVIOUS SURFACES, AT THE SAFETY DURING CONSTRUCTION, FRONT GARAGE SLAB, PROVIDE 55k- FOR THE 5-) SLOPE ALL FINISH GRADES IN, 59. 10'-0" AWAY FROM FIRST 10 FT, FROM THE BUILDING, b STRUCTURE FOR POSITIVE DRAINAGE -0 LANDSCAPED AREA 1> C`1 4 SLOPE GRADE 29. MIN, 10 PAVED AREAS, ul 6.) ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WIT�4 C.E.C. TITLE 24 RESIDENTIAL ENERGY STANDARDS. Lp TJ NO CONSTRUCTION EQUIPMENT OR PRIVATE VEHICLES Z z SHALL PARK OR BE STORED WITHIN THE DRIPLINE OF r ADJACENT ANY ORDINANCE PROTECTED TREES ON SITE, O BUILDINGS BUILDING LINE (TYP) 5.) ADDRESS NUMBERS ON BUILDING SHALL BE CLEARLY VISIBLE p PROPERTY LINE FROM STREET OR ROAD FRONTING THE PROPERTY, 6' WOOD FENCE r ROOF LINE (TYP) TO REMAIN 9,) CONTACT PUBLIC WORKS, FOR DRAINAGE AND - FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN 6' FENCE ENDS UPPER FLOOR (SHADED)(TYP) LINES 4 ROOF DRAINS/DOWN SPOUTS, a SIDE GATE _� (E) 14 TREE 112,00' D 10,) ALL ROOF RAINS AND/OR DOWN SPOUTS SHALL BE _ _ _ DRAIN SHEET FLOW 29'° AWAY FROM THE BUILDING 4 MAYBE 2% SWALE 4 FLOW ❑ COLLECTED BY DRAIN INLET CONNECTED TO PUBLIC STORM DRAIN FACILITY, IF AND ONLY IF THE DRAIN IS IN THE HILLSIDE AREA CAN THE WATER BE DIRECTLY CONNECTED Q� o TO THE PUBLIC STORM DRAIN, Sri w � A/C UNIT � � N �� IL) SEWER LATERAL TO BE 4" DIA, MIN, N m m m 6' WOOD t w w w m N N ii FENCE TO REMAIN RID r 3 m m Q \ z n Ds r r � Ds Ds z m II m (SEE LANDSCAPE O PLAN) O GENERAL NOTES : -- uO ti� _ a I, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES IN THE 26'-6 EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON Ds THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE z BALiIONY SETBACK ii DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS OU WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN, AND REQUIRES S —RIDGE ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR IDLE- ED (E) 16" T7EE SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR O THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH BA 34'-6 THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY _ THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION Ui 2ND- TORY SETBACK AND/OR FABRICATION OF THE WORK, NO DEVIATION FROM THE p� U PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT - �I❑❑❑�❑�❑❑ OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES DS s Ds OC�O ❑ODD NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER ❑ 00❑ ❑ 5' IO' DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, - ❑ _ ❑ - -❑❑❑ ❑o co❑�❑ OD OFEE� �ICED O CD L �02, SHOULD CONTRACTORS AT ANY TIME DISCOVER AN ERROR IN A ❑ _ al - 0 ODD p DRAWING OR SPECIFICATION OR DISCREPANCY OR VARIATION 00oOOCO O ❑ ❑❑�❑ ❑❑ m m BETWEEN DIMENSIONS OR OTHER INFORMATION, HE SHALL REPORT - ❑= U — "I o ❑Q AT ONCE TO THE JF BUILDING DESIGN, FOR CLARIFICATION AND SHALL 0 CD 0- N zl CD PATIO DECK O N D NOT PROCEED WITH THE WORK AFFECTED UNTIL CLARIFICATION HAS BEEN rMnO O O❑ODO ❑O 0 -- M �' 3 C ❑ O ❑ Ds -j - Oh�o❑�❑❑O o m 3 MADE, IF WORK PROCEEDS WITHOUT NOTIFICATION, THE OWNER AND THE O �❑o� D� U ml ❑ OFT ❑ z m O CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSEQUENCES, _ ❑00 NCO a �'� ❑ ❑❑ ❑H Z ►� o ❑ o O^o �O cn 00o OOCOo❑O r 0 DIMENSION FIGURED ON DRAWINGS SHALL BE FOLLOWED IN EVERY (V N ON DR E� - �❑❑❑� N o❑❑❑�❑❑❑❑❑ m z °O CASE IN PREFERENCE TO SCALED DIMENSIONS. IN GENERAL, DETAIL oQ0�0 0 �Q O 0 CJ ❑ODD ❑ z DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF SMALLER SCALE, N 07 - ❑ 0 ❑ f Li 1ST -STORY SETBACK 3' CONTRACTOR SHALL VERIFY ON -SITE ALL GRADES, EXISTING (_ - 00 ❑ _ - 00 CO00❑�CO 0a - 0a - R IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, ❑Oo Ds Ds Ds _❑ — _ UTILITIES, AND SUB -STRUCTURES, WHERE DISCREPANCIES OCCUR, LT — 2 ° SWALE FLOW 29 BHA— — POWER CONTACT JF BUILDING DESIGN, -+ - - - - ss� - - - C `❑ - - - -(2TA/CC-INITv— - - POLE _ _ _ _ _ _ _ �`�❑ u N89°58'10°E J = _ _ ❑ _ _ _ _ _ _ _ _ = 112.00' _ _ _ 4, THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY, K 6' FENCE ENDS 6 WOOD LIFER GROUND THEY AR ENOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED, IT IS C (' SIDE GATE _ FENCE TO REMAIN 4 SERVICE DISCONNECT THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, AND PROPERTY LINE REMOVE AND REPLACE BROKEN SIDEWALK, ROLLED CURB OR GUTTER AS DIRECTED BY THE PUBLIC WORKS INSPECTOR AS NEEDED/REQUIRED. r JF BUILDING DESIGN. OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY, THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE PROPERTY LINES, EXISTING TREES 4 SETBACK MUST BE VARIFYED BY CONTRACTOR Ds • ADJACENT BUILDING 400 AMP. ELECT, AND RESOLVE AND INSTALL ALL THE MATERIALS AND EQUIPMENT, 'Z6) e� 1> 5, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE QUALITY CONTROL C-+- AND CONSTRUCTION STANDARDS FOR THIS PROJECT, C rU 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE INSTALLATION OF SEWER, LATERAL GAS METER AND WITH APPLICABLE UTILITY 41. COMPANY AND PUBLIC WORK DEPARTMENT AND BE IN CONFORMANCE q WITH LOCAL CODES AND ORDINANCES, r Q O -1, CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR Qa ANY DAMAGE TO PUBLIC OR ADJOINING PRIVATE PROPERTY DUE A TO HIS WORK, Q r SWALE a FLOW 8. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SIDEWALKS AND CURBING PER LOCAL STANDARDS. (E)(VERIFY) SEWER LINE - � - - 9, PROVIDE EXPANSION AND CONTROL JOINTS IN ALL EXTERIOR CONCRETE SLABS, SPACING SHALL BE PER INDUSTRY STANDARDS, (E)(VERIFY) WATER LINE 1441 ❑ ❑ �� ❑ ❑❑ ❑ //� \ ❑ OHW 10, RESPONSIBILITY: THE CONTRACTOR 5WALL BE RESPONSIBLE WITH OVERHEAD WIRE THE COORDINATION OF THE ENTIRE WORK AND FOR THE COMPLIANCE WITH ALL CODES AND LAWS, HE SHALL ALSO BE RESPONSIBLE FOR SEEING THAT ALL SUB -CONTRACTORS WORK CONFORM TO JOB DOWNSPOTS (TYP) i CONDITION, SPECIFICATIONS FOR MATERIALS USED FOR WATER SUPPLY 4 SEWER PIPING TO BE INSTALLED AS PER 2016 (CBC 4 CRC CODES), 1). WATER - 3/4" COPPER 2), SEWER - 4" PVC, N THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY N \ 'En O � � � v N O Lr� DRAWN JF CHECKED JF DATE 28 Dec 20 SCALE AS NOTED JOB NO, 2016 SHEET k9 OF SLEETS Case Apprc Apprc Signa Case # Appro Appro Signat CUPERTINC Case # Appro� Appro,v Signah Co unity Development Department fanning Division — Cupertino �CUPLRTIN4 APPROVED Case # R-2020-035, A Approval B dy: Director / Staff Approval D to 04/19/21 Signature Lauren Ninkovich Case Manager 0 ,n o� El - Cl Loa ❑ ooa OVE ED ENTRY — OEM 9 COLUMNS (TYP) a r x o oI � u O uI a 1 B A 1 58'-O" 1 I IT-O" 12'-10" 2'-4" 3'-O" V-411 " 3'-0 ENTRY TO ADU I 1 I CONC STOOP (TYP) E^ O _ O _ 2'-6" x V-O" o - o 4'-0" x 4'-O'pRYER �/ NT 5'-O" 5'-0" TV F R T. L. REF D/W BEDf ZOOM *2 F 1 Q 9' CLG Q LIVING KITCHEN � o 9' CLG 'ice ELEC STOVE/OVEN ®® Q W/HOOD O 2ND UNIT DWELLING - -1.4(0 SF � W/D DINING N 9' CLG 1-HOUR RATED FIREWzzzzzzzzz ALL 2"X30'%MIN. ir N A IG ACCESS o FOYER 4ME ROOM ON 9 CLG 20'-9 1/32" 1?� DINING 9' CLG 11-0 1/32" 22'-5 11/32" SELF CLOSING, 1-315" THICKNESS SOLID WOOD, SOLD IOR HONEYCOMB CORE STEEL 20 MIN. FIRE -RATED SELF -LATCHING W/ W,S, (I 1/2" GYP ®D - COMMON WALLS 8 5/8 TYPE 'X' 9 CEILING. (SEE NOTE "I) I SLOPE TO DRAIN 2-CAR GARAGE I , I o I � SLOPE TO DRAIN I 21 -111 --------------------II 250 VOLT BAR CHARGER 9' CLG (SEE NOTE 045 S EFT EM-1) GEOSPRING HYBRID ELEC W/H (GEH5 DFEJSR) BATH 03 FOR ADU STRAP W14 AS PER (201S CMG < CPC) ----------- COATS ° � 2'_4 2'41 4 �� II 4 31-ell z (L I I O z Q CONIC STOOPS (TYP) 22'-0" 1) LOBBY 9' CLG 12'-4" II Ul NAPOLEON ALTRAVI510N 50" I NE WALL MOUNTED EGTRIGAL FIREPLACE � I VAULTED CLG FAMILY F*1 OPEN ABOVE N I z II Ul I T.GL. FR _8 I 11 52'-6" I A x 4'-O" BATH 01 OO 2'-411 N N II tt N CLOSET I8"44" FND ACCESS 2'-6" x V-O" 2'-6" x V-O" BEDi�00M #1 9' CLG T I8"44" -----I-------------— FND ACCESS x � L 4�� DN —i ] o GUEST BEDROOM o - 9' CLG I� O 3'-0, 2 -8 = BATH *4 PANTRY x 2'-O" El A/C UNIT 81CONC PAD CONC STOOP (TYP) 26'-5° a�o a o -'jQ 9' CLG o �OQ��O�QOO O o�OaOa ����0 = F � 0 F- 1 PE= P I�� I�� II�� I�� ❑ D�O ❑ O0O�❑ O [ �❑ C��°O C���Q C TRASH T---,OQa OC�aO KITCHEN t O ❑ C ❑iF_L�� 1�� m C ELEC COOKTOP 9' CLG REF ELEC O EN W/HOOD E 30,4' (2) A/C UNITS O�� —E)= � Ll L00 AMP. ELECT, E SERVICE DISCONNECT OF R GROUND 12'-0" T100' FaN ROPOCILD D=(D\V[E'_D C F `n Ln Ln \V/ak77ak(__GH1E[D ADIJ UP 0 * NOTE TO CONTRACTOR * Ln THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR 15 FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES A5515TANCE 45 50ON A5 POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL M o/ 1^ V 1 BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH �- THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK, NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY 00 O INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. / v 9 00 � � MM Q0 FLOOR PLAN NOTES Gi0 o I. O INSTALL MINIMUM 1/2" GYPSUM BOARD, CONSTRUCTION TO BE PROVIDED ON THE GARAGE SIDE FOR WALLS, ^ 5/S" GYP BD TYPE 'X' ON 2nd FLOOR E GARAGE SEPERATION `+} CEILINGS, POST AND BEAMS OF GARAGE ADJACENT TO AND SUPPORTING THE RESIDENCE, FROM FOUNDATION TO ROOF SHEATHING, APPLIED VERT. OR HORZ, NAIL W/6d COOLEROR WALLBOARD NAILS 0 1" Or— W/ END JOINTSP U O/NAILING MEMBERS. STAGGER JOINTS EA. SIDE, (AS PER 201E C,R,C, SECTION R302,(o t TABLE R302,6) 1.2• PROVIDE PRESSURE BALANCE VALVES FOR ALL SHOWERS AND SHOWER/TUB. 1.3, SINGLE SHOWERHEADS < 2,0 GPM 0 80 PSI, MULTIPLE SHOWERHEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2,0 GPM 0 80 PSI,OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME, PER 201E CPC SECTION 4,303,1,3,1 8 TABLE 4,303,1,3,2 OF 20113 CGBC, 1,4, LAVATORY FAUCETS TO HAVE A MAX FLOW OF 1,2 GPM o 60 PSI, MIN 0.8 GPM is 20 PSI PER 20IS (CPC 4411,21 KITCHEN FAUCETS NOT TO EXCEED 1.6 GPM 0 60 PSI, MIN O,8 GPM AS PER 20IS CPC SECTION 402.1.2, TABLE 4,303,2 OF 201E CGBC L(o, VERIFICATION OF REPLACEMENT OF ALL EXISTING TO REMAIN NON -COMPLIANT PLUMBING FIXTURES WITH WATER -CONSERVING PLUMBING FIXTURES AS SPECIFIED IN CIVIL CODE SECTION 1101,1-1101,8 SHALL BE PROVIDED TO THE TOWN BUILDING INSPECTOR, PRIOR TO FINAL INSPECTION, THIS REQUIREMENT APPLIES TO ALL EXISTING TO REMAIN PLUMBING FIXTURES LOCATED WWITHIN THE STRUCTURE", 2, PROVIDE 1 3/8" THICK SOLID CORE DOOR W/ CLOSER FROM GARAGE TO RESIDENCE, 3. F.A.U, a WATER HEATER INSTALLED ON IS" HIGH WOOD PLATFORM W/ 1 1/8" PLYWOOD TOP SURFACE. INSTALL (2) SEIZMIC STRAPS ON ALL WATER HEATERS, 4, CRAWL SPACE ACCESS TO BE 18" X 24" MIN, 5. ATTIC ACCESS TO BE 30"X 22" MIN, 6• TILE SHOWERS TO ACCOMODATE 30" DIA. CIRCLE INSIDE CLEAR DIMENSION, DOOR t GLASS TO BE TEMPERED. 1, TILE FINISH ON SHOWER WALLS TO BE MIN, 1'-011 HIGH. $ PROVIDE WATER RESISTANT GYP. BACKERS DUROCKI OR WONDERBOARD ON ALL WET AREAS, NOTE: GREEN, PURPLE OR OTHER GYPSUM BOARD BASED TILE BACKERS IS NOT ALLOWED. 9, TOILETS TO HAVE MIN, 30" WIDE/15" FROM CENTER LINE OF FIXTURE TO WALL OR OBSTRUCTION X 24" DEEP CLEARANCE. 10, EXTERIOR STUDWALLS TO BE 2 X 8 STUDS IC " O.G. W/ BATT INSULATION U.N.O. II, PROVIDE 2 X SOLID BACKING FOR RAILINGS, CABINETS, SHELVING, ACCESSORIES, ETC. AS NEEDED. 12, WINDOWS MARKED AS "EGRESS'' MUST MEET (C,R,C, SECTION R310) CODE, MINIMUM REQUIREMENTS, I.E. SIZE OF OPENING, SPECIAL HARDWARE, EASE OF OPERATION, ETC, 13, ALL WINDOWS AND DOORS ARE TO BE MILGARD MANUF. SYSTEMS OR APPROVED EQ. 14. ALL WINDOWS ARE TO BE CSMT SYSTEM U,N,O, 15, ALL DOORS ARE TO BE WOOD SYSTEM SEE OWNER FOR SPECS AND FINISH U,N.O, 16. INSTALL ALL WINDOWS AND DOOR AS PER MANUF, 16,1 ALL SKYLIGHTS ARE TO SHOW COMPLIANCE WITH (AAMA/WDMA/CSA 101/1,5,2/OR A440 AS PER (CRC R308,6,S), 16 -2 FRENCH DOOR, SIDE LIGHT, SHOWER DOORS, WINDOWS AT SPAR STAIRWAYS = T.GL 11, ALL MECHANICAL, PLUMBING, ELECTRICAL AND SIMILAR PENETRATIONS OF THE FLOOR OR TOP PLATES SHALL BE CAULKED WITH A RESIDENTIAL RATED FIRE CAULK WITH AN ASTM E13ro OR E514 RATING. 1L3, FRONT DOOR IS OPENABLE FROM THE INSIDE OF DWELLING WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT, (C,R,C, SECTION R31L2) IS. GAS FIREPLACE INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH THEIR LISTING t LOCAL CODES. 20. ADDRESS NUMBERS IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND BE ARABIC OR ALPHABETICAL LETTERS AND BE A MINIMUM OF 4" HIGH WITH MINIMUN STROKE OF 1/2", PER (CRC R319.1.) 21, T,GL, = TEMPERED GLASS 22, MINIMUM 36" DEEP LANDING OUTSIDE ALL EXTERIOR DOORS d NOT MORE THAN 1-3/4" LOWER THAN THE THIREAHOLD FOR A IN SWINGING DOORS, 23. STEPS MIN 411 MAX. 1.15" 24. ALL NEW HALLWAYS TO HAVE A MINIMUN 36 INCHES WIDE AS PER (CRC SECTION R311.6) 25. WHERE COMBUSTION APPLIANCES OR SOLID -FUEL BURNING APPLIANCES ARE LOCATED INSIDE THE PRESSURE BOUNDRY, MAXIMUM ALLOWABLE NET EXHAUST FLOW OF THE TWO LARGEST EXHAUST FANS SHALL NOT EXCEED 15 CFM PER 100 $0. FT. OF OCCUPIABLE SPACE., WHEN OPERATIP AT FULL CAPACITY, IF THE DISIGNED TOTAL NET FLOW EXCEEDS THIS LIMIT, THE NET EXHAUST FLOW MUST BE REDUCED BY REDUCING THE EXHAUST FLOW OR PROVIDING COMPENSATING OUT -DOOR AIR FLOW "(NOTE: IF MAKE-UP AIR FAN IS INSTALLED IT MUST BE ELECTRICALLY INTERLOCKED WITH THE LARGE$ EXHAUST FAN)" (ASHRAE 62,2, SECTION 6,4), 26, ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATE$ AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR ACCEPTABLE METHODS. (CGBSC SECTION 4,406,11), 21. HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF (CGBSC SECTION 4,501,2), kil THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT 15E USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ SY ,N ti •. O O � O � � V O � L^ �O \ � DRAWN JF CHECKED JF DATE 12 MARCH 21 SCALE AS NOTED JOB NO. 2016 SHEET ka OF S�4EETS Case Appro Appro Signat Co unity Development Department fanning Division — Cupertino 'CUPLRTIN4 APPROVED Case # R-2020-035, A Approval B dy: Director / Staff Approva I D to 04/19/21 Signature Lauren Ninkovich Case Manager BUILDING LINE BEFORE HEIGHT REDUCTION (TYP) TILE ROOF CLASS "A" (REDLANDS PICO GOLD FLASH) ICBO "ES-3523 OR APPROVED EQ (TYP) APPROX. BLDG HT, = 23'-0 / - - - - 12 \ 5" OGEE GUTTERS W/ROUND DOLNSPOTS (TYP)���� n n TOP PL TOP PL SOFFIT ALL EAVES W/2" CONT'S ROOF TO WALL FLASHIND (TYP) SCREENED VENT. (TYP) z � LU z - > z -A a /Sr -s - CLOff{ �p��12/ 4rG/ �min � WINDOW SILL HT. 0 m K 5K —4 12 - O FINISH FLR 25 DEC. (TYP) r n m is EG (TYP) FINISI-I FLR - - TOP P - - R P TOP PL Dal '1= _ R = 1- , • _RE LJ e s FINISH GRADE , • - - DARK VINYL SASH CSMT WINDOWS U.N.0, (TYF`) COVERED ENTRY —INTEGRAL COLORED SMOOTH e COLUMNS (TYP)• EXTERIOR P) NEW ATTACHED ADU NEW RESIDENCE TOP PL ROOF TO WALL FLASHIND (TYP) BALCONEY W/W.I, GUARDRAIL (TYP) 0if 0 : FINISH FLR TOP PL FINISH FLR FINISH GRADE 12 4 FI-D-1 (D N 7 n IEIIEWA7�(DN = \VIE37 ALL EXTERIOR WINDOWS & DOOR HEADER HT @ -l'-10 WINDOW SILL HT. (TYP) ' DARK VINYL SASH CSMT WINDOWS U.N.O. (TYP) n TILE ROOF CLASS "A" (REDLANDS PICO ICBO "ES-3523 OR APPROVED EQ (TYP) INTEGRAL COLORED SMOOTH STUCCO EXTERIOR FINI5I4 (TYP) NEW ATTACHED ADU (TYP) 111 - SETBACK d O (P 4 FINISH FINISH FLR SLAB FINISH GRADE STONE TRIM (TYP) * NOTE TO CONTRACTOR * 1 THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR in CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL M BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH C)V Ln THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK, NO DEVIATION FROM THE PLANS IN ANY M N WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY w • INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS 1 N PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, v U� M � � O O v U Exterior Elevation Notes: All Weather Exposed Surfaces Shall have a weather -resistive barrier to protect the interior wall covering. Such barrier shall be equal to that provided for the 201E C.R.C, standards and applied directly over studs or sheathing. Barriers shall be installed horizontally, weatherboard fashion, with upper layer over lower layer not less than 2 inches where vertical Joints occur lap barrier not less than 6 inches as per 2019 C.R.G. Exterior finish, where applicable, shall minimum 1/8" standard 3 coat application cement plaste (stucco) over layer of paper back metal or wire lath with drip screened at base. Weather -resistive barriers shall be installed under described lath as described above, and when applied over wood base sheathing shall include 2 layers of grade D Paper. As per 2019 C.R.C. Note: Paperback stucco wire is equivalent to I layer of grade d paper Flash all exterior openings exposed to the weather with sheet metal or approved waterproof paper. Extend at least 3" under building paper behind exterior wall covering. All penetrations shall be thoroughly caulked and sealed as per 20le C.R.C. NOTE: FLASH) A 26 GA. GALVANIZED WEEP SCREED SHALL BE PROVIDED WITH A VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES 0 THE FOUNDATION PLATE 511 OGEE GUTTERS W/ROUND LINE ON ALL WALLS COVERED WITH EXTERIOR PLASTER. THE SCREED F OWNSPOTS (TYP) SHALL BE PLACED A MIN. 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS. 201E C.R,.C. (TYP • CEMENT PLASTER) (N) BROWN COBBLEFIELD CULTURED STONE (TYP) L Eff H �/v' ILIEF� 3HDIE 1E1L1EWk7RMN = NO' ALL EXTERIOR WINDOWS 4 DOOR HEADER HT @ -l'-10 TOP PL 0 FINISH FL TOP PL T I _i ENTR? FINISH FLR FINISH GRADE 12" COLUMNS (TYP) CV 1 N THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT 15E USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY N N "En Ll I Lli � � O N � 1Z � o U `�1 J U � O } IQ � a DRAWN JF CHECKED JF DATE 12 MARCH 21 SCALE AS NOTED JOB NO. 2016 SHEET Ab OF S44EETS Co unity Development Department g Division — Cupertino [dy: 0) b" OGEE GUTTERS W/ROUND DOWNSPOTS (TYP) TOP PL - - - - - W z (L 9'P;<V`� 12 5q0�• 4 25 DEG ITYP F SIB FLR - - - - TOP U1 - � b O O FINISH FL - ADU SETBACK TOF FL - - - W.I. RAID WINDOW SILL HT_ m FINISH FLR COVERED ENTRY FINISH FLR _t - - RESIDENCE 12 !• 1 CONC PATIO DARK VINYL CLAD CSMT WINDOWS OR APPROVED EQ (TYP) NEW RESIDENCE CONC STOOP (TYP) CARRIAGE LAMPS (TYP) �/ � � FM C LIMMU IEILIEWk7�(DN = IM37 ALL EXTERIOR WINDOWS 4 DOOR HEADER HT ,@ -l'-10 1� I 2-CAR GARAGE DARK VINYL SASH CSMT WINDOWS U.N.O. (TYP) RESIDENCE INTEGRAL COLORED SMOOTH STUCCO EXTERIOR FINISH (TYP) NEW ATTACHED ADU BALCONY W/W.I. RAILING 12 4 }} I I I�IIIIT�I��I4���I INTEGRAL COLORED SMOOTH STUCCO EXTERIOR FINISH (TYP) �/c LUOH7 3KNE LELLIEWk7�0N = OGU7H ALL EXTERIOR WINDOWS 4 DOOR HEADER HT W II-10 * NOTE TO CONTRACTOR * Ln THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR 15 FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRESM, ^ ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL �/ V 1 BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH �- THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. N PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK, NO DEVIATION FROM THE PLANS IN ANY 00 WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS ` V PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. [ \ v 00 M � � O O v U Exterior Elevation Motes: All Weather Exposed Surfaces Shall have a weather -resistive barrier to protect the interior wall covering. Such barrier shall be equal to that provided for the 201E C.R.C, standards and applied directly over studs or sheathing. Barriers shall be installed horizontally, weatherboard fashion, with upper layer over lower layer not less than 2 inches where vertical Joints occur lap barrier not less than 6 inches as per 201E C.R.C. Exterior finish, where applicable, shall minimum 1/5" standard 3 coat application cement plaste (stucco) over layer of paper back metal or wire lath with drip screened at base. Weather -resistive barriers shall be installed under described lath as described above, and when applied over wood base sheathing shall include 2 layers of grade D Paper. As per 2019 C.R.G. Note. Paperback stucco wire is equivalent to I layer of grade d paper Flash all exterior openings exposed to the weather with sheet metal or approved waterproof paper. Extend at least 3" under building paper behind exterior wall covering. All penetrations shall be thoroughly caulked and sealed as per 201E C.R.C. NOTE: A 26 GA, GALVANIZED WEEP SCREED SHALL BE PROVIDED WITH A VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES a THE FOUNDATION PLATE LINE ON ALL WALLS COVERED WITH EXTERIOR PLASTER. THE SCREED SHALL BE PLACED A MIN. 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS, 201E C.R,.C. (TYP a CEMENT PLASTER) TOP PL FINISH FLR - - TOP PL - ADU BEYOND CONC PATIO DECK i V N THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ SY N N ti v � � O N � U � O } IQ � 'En a DRAWN JF CHECKED JF DATE 12 MARCH 21 SCALE AS NOTED JOB NO. 2016 SHEET � 0 OF 6�4EETS Co unity Development Department fanning Division — Cupertino UPLRTIN4 APPROVED Case # R-2020-035, A Approval B dy: Director / Staff Approva I D to 04/19/21 Signature Lauren Ninkovich Case Manager O { TILE ROOF 0/30* FELT O/l/2" PLYED 0/2X RAFTERS 9 16" OC. (TYP) BUILDING APPROX. HT. = 23'-0 12 4 4 ATTIC 12 O ATTIC HT. 4 N TOP PL - - - - - - - SZSZSZSZSZSZSZSZSZSZSZSZSZSZSZSZSZS SZSZSZSZSZSZSZSZSZSZSZSZSZSZSZSZSZ 3-COAT STUCCO W/ 2 LAYERS SOFFIT ALL EAVES W/2" CONT'S GRADE "0" PAPER 3/8" PLYWD SCREENED PENT. (TYP) 2X6 STUDS m 16" OC W/R-19 INSUL. ' 4 1/2" GYP. BD. O 12 li 4 - ATTIC ATTIC HT. FINISH FLR FINISH 112. S' N Q - - N TTOP PL C�P Pl` - - - - 1 HR RATED 2X CEILING JOIST m 16" OC 12 (TYP) FIRE WALL (TYP) W/ R-38 INSUL. (T R.) 1/2" GYP BD. F4MILl' Y: (P Ana VAULTED CLGa G,4ME/MUSIC BEDROOM 2 FINISH FLOOR = 102,IS' - FINISH FLR - - - FINISH FL FINISH GRADE FINISH npAnp 3/4 T4G PLYWD GLUE 4 NAIL 0/ 2X FLOOR JOIST 6 16" OC. W/R-IS INSUL. (TYP) RESIDENCE ADU SECTIONS ARE FOR DIAGxRAMIATIC PURPOSES ONLY. SEE CONSTRUCTION/STRUCTURAL DRAWINGS FOR ALL MATERIALS, FRAMING AND CONNECTIONS 0) 0) TILE ROOF 0/30* FELT O/l/2" PLYED 0/2X RAFTERS a 16" OC. (TYP) TOP PL z ROOF TO WALL FLASHIND (TYP) lu ATTIC HT, FINISH FLR cn ATTIC TOP PL— — Z_ S2S2S2S2S25 FINISH _FLR FINISH GRAD 3-COAT STUCCO W/ 2 LAYERS GRADE "D" PAPER 3/8" PLYWD 2X6 STUDS 6 16" OC W/R-19 INSUL. 4 1/2" GYP, BD. KITCHEN �4R RATED FIRE WALL ADU 12 4I TTIC L2X CEILING JOIST 9 16" OC W/ R-38 INSUL. (TYP.) 1/2" GYP BD. � � ST,41PIWELL Ell * NOTE TO CONTRACTOR * Ln THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR O ON THE DRAWINGS AND/OR A DIMENSION ERROR 15 FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES M 1 ^ ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL w V 1 BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, �y� N PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY 00 `• WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS V v PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. U M � � GO O U Exterior Elevation Notes: All Weather Exposed Surfaces Shall have a weather -resistive barrier to protect the interior wall covering. Such barrier shall be equal to that provided for the 2019 G.R.G, standards and applied directly over studs or sheathing. Barriers shall be installed horizontally, weatherboard fashion, with upper layer over lower layer not less than 2 inches where vertical Joints occur lap barrier not less than 6 inches as per 201E C.R.C. Exterior finish, where applicable, shall minimum 1/8" standard 3 coat application cement plaste (stucco) over layer of paper back metal or wire lath with drip screened at base. Weather -resistive barriers shall be installed under described lath as described above, and when applied over wood base sheathing shall include 2 layers of grade D Paper. As per 2OIS C.R.G. Note: Paperback stucco wire is equivalent to 1 layer of grade d paper Flash all exterior openings exposed to the weather with sheet metal or approved waterproof paper. Extend at least 3" under building paper behind exterior wall covering. All penetrations shall be thoroughly caulked and sealed as per 201E C.R.C. NOTE: A 26 GA, GALVANIZED WEEP SCREED SHALL BE PROVIDED WITH A VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES e THE FOUNDATION PLATE LINE ON ALL WALLS COVERED WITH EXTERIOR PLASTER. THE SCREED SHALL BE PLACED A MIN. 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS. 201E C.R,.C. (TYP m CEMENT PLASTER) ScSZ2 ScSZ2 ScSZ2 Sc - - - - TOP PL 12" (TYP) TYPICAL 2x WALL: 1/2" DRYWALL SOFFIT ALL EAVES W/2" CONT'S TAPED 4 SANDED (TYP) SCREENED VENT, (TYP) BEDROOM 'r2 Q m 12 FINISH FLOOR = 112,113' ATTIC 4 - TOP PL S�S�,25 S�S�,25 S�SZ,25 S�SZ,25 S�- FINISH FLR TOP PL��_ z tu n z } OPEN v� 0 � � O EOi'ER 2-CAR GARAGE FINISH FLOOR = 102,IS' FINISH-FLR FLR CONC SLAB ON GRADE FINISH ZS�SZ SZS�S�S SZS�SZS SZS�SZS SZS�S�S S FINISH SLAB = 101.63' SLAB a4'o FINISH GRADE \N� 3/4" T4Gx PLYWD GLUE 4 NAIL 0/ 2X FLOOR JOIST m 16" OC. W/R-19 INSUL. (TYP) RESIDENCE /C" 3[F=07D(DN Ll—'DJ—) SECTIONS ARE FOR DIAGxRAMIATIC PURPOSES ONLY. SEE CONSTRUCTION/STRUCTURAL DRAWINGS FOR ALL MATERIALS, FRAMING AND CONNECTIONS 4 6 N THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT 15E USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ SY N ,".� ti 0 � � O N � Ion Ell � o U c� N 0 U � O t � v } IQ DRAWN JF CHECKED JF DATE 12 MARCH 21 SCALE AS NOTED JOB NO. 2016 SHEET kw OF S�4EETS Case Appro Appro Signat PLANTING NOTES Revisions Date B ¢yT.l1� Case # Appro-,. Appro-�, SignatL mmunity Development Department Planning Division — Cupertino APPROVED R-2020-035, a I Body: Director / Staff a I Date 04/19/21 r7 Lauren Ninkovich Case Manager ;EE SOIL PREP USE 4 CU. YDS. ORGANIC AMENDMENT/ 1000 SQ. FT. IN ALL LANDSCAPE AREAS. INCORPORATE INTO SOIL BY TILLING TO A DEPTH OF 6 INCHES. PLANT MATERIAL A. QUALITY AND SIZE OF PLANT MATERIALS SHOULD CONFORM TO THE CALIFORNIA GRADING CODE OF NURSERY STOCK, N0. I GRADE. THIS REQUIRES THAT STOCK, WHEN SOLD, SHOULD NOT BE DEAD OR IN A DYING CONDITION, FROZEN, OR DAMAGED, AND SHOULD NOT SHOW EVIDENCE OF HAVING HAD ROOT RESTRICTION IN PREVIOUS CONTAINERS OR BE ABNORMALLY POT-BOUND. ALL PLANTS SHOULD BE OF A REASONABLY UNIFORM AND STANDARDIZED SIZE FOR EACH SPECIES, WELL FORMED, AND IN A HEALTHY, FULLY ROOTED, THRIVING CONDITION. B. ALL PLANTS SHOULD BE TRUE TO TYPE OR NAME, BY SPECIES AND VARIETY, AS REQUIRED BY THE CALIFORNIA FOOD AND AGRICULTURE CODE. C. ALL PLANTS SHOULD BE TYPICAL OF THEIR SPECIES AND VARIETY AND SHOULD HAVE NORMAL HABIT OF GROWTH. THE TOP GROWTH SHOULD BE STRUCTURED PROPORTIONATELY SO THAT IT IS REPRESENTATIVE OF THE SPECIES. D. ALL PLANTS SHOULD COMPLY WITH FEDERAL AND STATE LAWS REQUIRING INSPECTION FOR PLANT DISEASES AND INFESTATIONS. INSPECTION CERTIFICATE REQUIRED BY LAW SHOULD ACCOMPANY EACH SHIPMENT OF PLANTS, UNLESS PLANTS ARE AUTHORIZED TO BE COLLECTED. E. CONTAINER -GROWN PLANTS SHOULD BE SUFFICIENTLY ESTABLISHED SO THAT A MINIMUM OF 75% OF EACH ROOT BALL STAYS INTACT DURING PLANTING. WHEN LIFTED BY THE TRUNK, THE TRUNK SHOULD RISE NO MORE THAN ONE INCH BEFORE THE SOIL SURFACE OF THE ROOT BALL BEGINS TO RISE. WHEN UNSUPPORTED, THE TRUNK OF TREES SHOULD LEAN NO MORE THAN 30 DEGREES FROM THE VERTICAL WHEN MEASURED WITHIN FOUR INCHES OF THE ROOT BALL. PLANTING DIG PLANTING HOLE TO A DEPTH 1-1/2 TIMES THE DEPTH OF THE ROOT BALL, AND TWICE AS WIDE. BACKFILL WITH 1/3 ORGANIC AMENDMENT AND 2/3 NATIVE SOIL. FERTILIZE WITH AGRIFORM FERTILIZER TABLETS ACCORDING TO PLANT SIZE. GAL PLANT = I TABLET 5 GAL PLANT = 3 TABLETS 15 GAL PLANT = 5 TABLETS BOX TREES = I TABLET/ (3) INCHES OF BOX WIDTH BARK MULCH INSTALL A 3 INCH LAYER OF SHREDDED GORILLA HAIR MULCH IN ALL SHRUB AND GROUNDCOVER AREAS. GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL I GALLON, 5 GALLON, AND 15 GALLON PLANTS FOR A PERIOD OF 3 MONTHS. TREES SHALL BE GUARANTEED TO I YEAR. PLANT LEGEND QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SIZE WUCOLS I ACER RUBRUM 'ARMSTRONG' RED MAPLE 24"-BOX STD. MEDIUM 27 CENTRANTHUS RUBER 'ALBA' WHITE JUPITER'S BEARD I GAL LOW 17 �N� CERATOSTIGMA PLUMBAGINOIDES DWARF PLUMBAGO I GAL LOW II DIETES VEGETA FORTNIGHT LILY I -GAL LOW 17 GELSEMIUM SEMPERVIRENS CAROLINA JESSAMINE 5 GAL VINE LOW 7 LEONOTUS LEONURUS LION'S TAIL I -GAL LOW 3.. LOROPETALUM CHINENSE 'GREEN 'N' PINK' CHINESE FRINGE FLOWER 5-GAL LOW PLANT MIXES QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SIZE WUCOLS 9 FLATS DYMONDIA MARGARETAE SILVER CARPET FLAT LOW 12 + + + + + + + MYOPORUM PARVIFOLIUM MYOPORUM I -GAL LOW PRIVACY SCREENING ;YMBOL SCIENTIFIC NAME COMMON NAME PLANTING SIZE WUCOLS LAURUS NOBILIS 'SARATOGA' 'SARATOGA' SWEET BAY 15-GAL LOW I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THIS LANDSCAPE DESIGN PLAN Rev#1 1 /4/21 TAJ Plans By: Ambience Garden Design 530 Lawrence Expwy Mailbox #377 Sunnyvale, CA 94085 C-27 Lic #1003318 LA Lic #6251 Phone: (408) 990-6999 (By Appointment Only) www.gardendezine.com NORTH 1506 Primrose Way Cupertino, CA Scale: 1 /8" = 1'-0" Date: 11 /18/2020 Drawn By: TAJ Job No. L-1 ommunity Development Department Planning Division — Cupertino C V PERTINO APPROVED Case # R-2020-035, Revisions Date By Approv I Body: Director / Staff Approv I Date 04/19/21 Signature Lauren Ninkovich Case Manager Li Ll Ll WATER METER \ \\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\ — — — — — — — — — — — — — — — — — — — — -- ----------- ----------------------- — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — --------------------- — — — — — ------------- oil) ■----------------------------------------------- - — — — — — — — — — — — — oil — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IN I — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I a I ■ - - dQ d 4 � d I I I ■ ■ /� '3/4" / / / / a — — , _ _4d NN a ■-, jw— - d I ■ I I I ■ a I I I ■ I I ■. I 1 I .■ I I ■ I I ■ I I I ■ ■ I I ■ I I ■ I I , I I � a I I I I I ■ I I I d I ■ I I � I I I ■ d I ■ I� �_I I w I I I ■ I I � I ■ I I ■ I I ■ 1 d I I I ■ . I I I ■ / , a I 1 I ■ - / / d I I 0 IN SENSOR RRIGATION CONTROLLER A4 I IRRIGATION POINT OF CONNECTION BALL VALVE A3 I REDUCED PRESSURE BACKFLOW PREVENTOR IRRIGATION NOTES SCOPE FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT REQUIRED TO INSTALL THE IRRIGATION SYSTEM SPECIFIED ON THE PLANS. PROTECTION CALL DIG ALERT 811 TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY WORK. DRAWINGS THESE PLANS ARE SCHEMATIC. ACTUAL MAINLINE AND LATERAL LINES SHALL BE LOCATED IN LANDSCAPE BEDS IF POSSIBLE. ALL OTHER MAINLINE OR LATERALS UNDER PAVING AND/OR WALKWAYS SHALL BE SLEEVED IN SCH 40 PVC PIPE (2 TIMES THE DIAMETER OF THE ENCLOSED PIPE.) GENERAL ALL IRRIGATION EQUIPMENT SHALL BE NEW AND UNUSED. PLASTIC PIPE AND FITTINGS SHALL BE TYPE I, POLY VINYL CHLORIDE. IT SHALL BE FREE FROM CRACKS OR DEFECTS. MAINLINE SHALL BE SCH 40 PVC. LATERAL LINES SHALL BE SCH 40 PVC. SLEEVES ALL MAINLINE OR LATERALS UNDER PAVING AND/OR WALKWAYS SHALL BE SLEEVED IN SCH 40 PVC PIPE (2 TIMES THE DIAMETER OF THE ENCLOSED LINE) WATER METERS ALL CONTROL WIRES SHALL BE SLEEVED SEPARATELY FROM THE MAIN OR LATERAL LINES UNDER CONCRETE WALKS AND/OR DRIVEWAYS. PIPE AND CONTROL WIRE INSTALLATION MAINLINES SHALL HAVE A MINIMUM OF 18 INCHES OF COVER. LATERALS SHALL HAVE 12 INCHES OF COVER. LOCATE CONTROL WIRES UNDERNEATH MAINLINES. PRESSURE TESTING AFTER ALL LINES ARE CONNECTED AND FLUSHED OUT, CAP ALL OUTLETS AND TEST MAINLINES AT A STATIC PRESSURE OF 50PS1 FOR A CONTINUOUS 24 HOUR PERIOD. CHECK ALL JOINTS FOR LEAKS AND MAKE NECESSARY REPAIRS. COVERAGE TEST PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE ADJUSTED FOR COVERAGE AND PROPER FUNCTIONING. GUARANTEE IRRIGATION MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. RRIGATION LEGEND QUANTITY SYMBOL DESCRIPTION SIZE M® WATER METER 514" I-OINT OF LONNECTION QUANTITY SYMBOL DESCRIPTION SIZE ® AT CORNER OF HOUSE 12.00 GPM @ 50.00 PSI CONTROLLERS QUANTITY SYMBOL DESCRIPTION SIZE IRRITROL RAIN DIAL-R RD900-EXT-R 6 ZONES a IRRITROL CLIMATE LOGIC WEATHER SENSOR I II"C �I'IAIIVLIIVtf QUANTITY SYMBOL DESCRIPTION SIZE 180 FT ■ ■ SCHEDULE 40 PVC PIPE 3/4 VALVES QUANTITY SYMBOL DESCRIPTION SIZE KING BROTHERS BALL VALVE 3/4 8 IRRITROL 700 SERIES 3/4 $ O RAINBIRD DRIP PRESSURE REGULATOR & DRIP FILTER 3/4 IJIPE (SLEEVE) SYMBOL DESCRIPTION SIZE *QUANTITY �- SCHEDULE 40 PVC PIPE (2X'S SIZE OF ENCLOSED PIPE)4211 1-1/2" � SCHEDULE 40 PVC PIPE (2X'S SIZE OF ENCLOSED PIPE) PIPE (LATERAL) QUANTITY SYMBOL DESCRIPTION SIZE 150' 3/4 SCHEDULE 40 PVC PIPE DRIP QUANTITY SYMBOL DESCRIPTION SIZE - _ - NETAFIM TECHLINECV, .6GPH, 12" O.C. 1/2" I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THIS LANDSCAPE DESIGN PLAN Plans By: Ambience Garden Design 530 Lawrence Expwy Mailbox #377 Sunnyvale, CA 94085 C-27 Lic #1003318 LA Lic # 6251 Phone: (408) 990-6999 (By Appointment Only) www.gardendezine.com c ICU c 07 �A NORTH 1506 Primrose Way Cupertino, CA Scale: 1 /8'I = 1'-0" Date: 11 /18/2020 Drawn By: TAJ Job No. L-2 Revisions Date B GUPERTIN Case # Appro Appro Signat mmunity Development Department Planning Division - Cupertino APPROVED R-2020-035, I Body: Director / Staff I Date 04/19/21 Lauren Ninkovich Case Manager HYDROZONE 7 (74) SO. FT Low (PF=.3 IE=.81 HYDROZONE 8 (106) SQ. F Low (PF=.3 IE=.8 HYDROZONE 2 (318) SQ. Low (PF=.3 IE=. HYDROZONE 1 (149) SQ. Low (PF=.3 IE=, OZONE 6 (337) SQ. FT. (PF=.3 IE=.81) OZONE 5 (487) SQ. FT. (PF=.3 IE=.81) ROZONE 4 (130) SQ. FT. (PF=.3 IE=.81) DROZONE 2 (137) SQ. FT. a (PF=.3 IE=.81) DROZONE 3 (90) SO. FT. w (PF=.3 IE=.81) 'DROZONE 1 (199) SQ. FT. 1w (PF=.3 IE=.81) Water Use Plant Factor Hydrozone Area Irrigation PF x HA (sf) Hydrozone (PF) (HA) Efficiency ie 1 Low 0.4 348 sf 0.81 172 2 Low 0.3 455 sf 0.81 169 3 Low 0.3 90 sf 0.81 33 4 Low 0.3 130 sf 0.81 48 5 Low 0.3 487 sf 0.81 180 6 Low 0.3 337 sf 0.81 125 7 Low 0.3 74 sf 0.81 27 8 Low 0.3 106 sf 0.81 39 2027 sf l 1 794 MAXIMUM APPLIED WATER ALLOWANCE MAWA = (45.3) x (.62) x [(.55 x 2,027) + ((1-.55) x 0)] MAWA = 31,312 GALLONS ESTIMATED TOTAL WATER USE ETWU = (45.3) x (.62) x [(794/.810 + (0)] ETWU = 27,531 GALLONS HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THIS LANDSCAPE DESIGN PLAN c Plans By: Ambience Garden Design 530 Lawrence Expwy Mailbox #377 Sunnyvale, CA 94085 C-27 Lic #1003318 LA Lic #6251 Phone: (408) 990-6999 (By Appointment Only) www.gardendezine.com NORTH 1506 Primrose Way Cupertino, CA Scale: 1 /8" = V-0" Date: 11 /18/2020 Drawn By: TAJ Job No. L-3 Community Development Department Case # Appro-,. Appro-�, SignatL