The URL can be used to link to this page

Approval Set Community Development Department Planning Division — Cupertino CUPERTINO APPROVED LI N & LO H Case # R-2020-025, DESIGN ,LLC A rs 20660 STEVENS ApprovalBoy Director/Staff Ll 8t ZHANG RESIDENCE y CREEK B LVD, Approva I Date 11/02/20 � - � ,� - _ CA 95014 Signature J ffre Tsumura NEW SINGLE FAMILY RESIDENCE p-Y= -a 650.505.6947 Case Manager � r JanetJn10291 IMPERIALAVE ,VCA 95014 linjanet�gmail.00m PROJECT DATA w. "S,-DA J o A.P.N.: 357-19-043 TOTAL LOT AREA: 10,125 SF �� ZONING DISTRICT: R1-7.5 NUMBER OF STORIES: TWO _ ___ No. C-21919 - - N REN. 11/30/21 ,Q OCCUPANCY: GROUP R3/U TYPE OF CONSTRUCTION: TYPE V—B I _ FOQ` .r OF CAL\ a APPLICABLE CODE v,. CUPERTIN❑ MUNICIPAL CODE 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA MECHANICAL CODE (CIVIC) 2019 CALIFORNIA ELECTRICAL CODE (CEC) 2019 CALIFORNIA PLUMBING CODE (CPC) 2019 CALIFORNIA ENERGY CODE PERSPECTIVE EXTERIOR FRONT 1 2019 BUILDING ENERGY EFFICIENCY STANDARDS 2019 CALIFORNIA FIRE CODE (CFC) GENERAL INFORMATION LOT COVERAGE PROPOSED REQUIREMENT PROPOSED REQUIREMENT LOT COVERAGE I 3i9L'30% 45% 18t FLOOR WING AREA 2368 NUMBER OF DWELLING UNITS 1 — GARAGE 486 14 OFF-STREET PARKING SPACES 2 — PORCH 158 DIMENSIONS OF PARKING SPACES 2V-2"x 2(M-C — CALIFORNIA ROOM 293 DIMENSION OF USABLE REAR YARD 402"x75W — PATIO 168 BUILDING HEIGHT 27-10" _<28'-011 F EAVES 547 7' : ID a w LOT STLE 10125 COVERAGI3 39.7096 45.090 El Al SITE REGULATIONS BY DISTRICT: R1-7.5 FLOOR AREA RATIO �� - W W PROPOSED REQUIREMENT PROPOSED REQUIREMENT O � QIn SETBACKS IA FLOOR LIVING AREA 2368 In 1st STORY 25'-011 >_20'4' GARAGE 486 j FRONT(E) _ - — 1■1 2nd STORY 32'-011 z25'-011 2nd FLOOR LIVING AREA 1700 W LEFT SIDE (S) 1st STORY 9f_o111 o >57-0"11 LOT SIZE 10125 B 11 I f Pk ' FEl 2nd STORY 15 0 >_15 0 FLOOR AREA RATIO 44.98/0 45.0/0 ; 1st STORY 8'-611 z5'-0f' RIGHT SIDE (I� 2nd STORY 15'-61 z0'4' O 1st STORY > - �3��'i IL s 40'-211 _20'0" REAR (W) 2nd STORY 53'-2" z25'-0° Y; L - _. ,- ', = >.' _ �Y, ,a. r,.,,r v _ Q 1st STORY 17'-61 >0'4' _* vv , COMBINED SIDE YARD TOTAL -. _ » � "'',f I '� � \ � r r• � 2nd STORY 30'-611 z30'4' PERSPECTIVE EXTERIOR REAR 2 N M W Na SCOPE OF WORK DRAWING INDEX _ O 3 J t] SHEET NEW TWO STORY SINGLE FAMILY RESIDENCE WHICH CONSIST OF A1.0: PROJECT DATA A3.0: PROPOSED FRONT/EAST ELEVATION LIVING, DINNING, FAMILY, KITCHEN, CA ROOM, 6 BEDROOMS AND 5 AND A HALF BATHS. IT HAS TWO COVERED PARKING SPACE. A1.1: SITE PLAN PROPOSED REAR/WEST ELEVATION A2.0: PROPOSED FIRST FLOOR PLAN A3.1: PROPOSED RIGHT SIDE/NORTH ELEVATION A2.1: PROPOSED SECOND FLOOR PLAN PROPOSED LEFT SIDE/SOUTH ELEVATION A2.2: PROPOSED ROOF PLANS A4.0: AREA CALCULATIONS VICINITY MAP PARCEL MAP - - -- I � DATE: ISSUE: 05.31.2020 PLANNING REVIEW OFFICE OF COUNTY A55E SS OR S A N TA CLARA COUNTY, CAL FORM A 07.16.2020 REVISION a Steaen9cmek filed p 9 Stevens Creek Blvtl Stevens creek Olvtl I TRACT N2 $018 Takeo. Sevens Creek 6lvtl CUPERTINO CLASSICS 3Y cal ErgOnOm csQ m M Th©Ity Fish v R0.8130�.1-48 R05 III M 39 !..1,504�.. R.�-- BI®berry Farm CUPertno 59nal A A Slllcan Valle W a I P - 3 I ro3At » �9 COPLAN CB _ I PWI. iF- '. L r Yy' E IT TPCL G01(COurse PIO[ess ng 3 w,:ma © VAssociax°n°1... WI I I .IO18el f1A-I I EOe O18C I I+' / PLAN uugtt1e p� t 5 Flint center for the 55 54 S.3 52 R;R 1�RR o Q "s charm mcupen no omel Academy od W fa 85 — — ! __ �„ 7 96°� 9�a 2,Y 93;I 92 •I 9f Performing ANS- c�n.aea A... Cupert no Auto Te[hQ Q 6� ,emvome re°eea a 7 ..........Study o FI-nf Center BOx 9ffi v Q 'aAs�� - \ s� "',{:f. � t•� orweslern cvllza9on 3 a ,s m ° ,sue „ .Ie •^.•• °,m ,,,� m.ml »*I ,om I 'R I I > cmaa°a a„ P tome va. ,°:ro r°m° rw:n Inss. m° '°' ro .pO / < s IMPERIAL R.O.S.647/46 AVENUEIMPERIAL Al. m FIE EI s,., rl :o , • "'+ 'POPUNC. E C u y ' x.m.°.a A.e eP olGceor Ev�ty- = g 40 m, 41 42 43 44 45 46 115 9i ---°'"'---,+99G a "I 1 P.I '�--- . ��'.. '' :.. �dt1 _ PROJECT NUMBER. - [Qf: Q2: 703 a /04.o.qo Ac.' 3•,- Oe Anza College a vi ago Aa oy AC -o.pa Ac. 3 a& o Epa o.P11 ACI •01)pc.p119(laG1 pLAN - , s PLAN. PLAN 1 - lAll. L7 PBAN.I P 107 '+'� K •- 0 � of wAN. i '► .. too rc: e /vsa ,s ^(Im,.a)w.,: ae ... ' ° \ - '4 s��`yp.S�•,a`-. _ 10 Aa.1 ^ ♦„ �' 13,n I P.m laxox 99.3f I )6--.I Ipl2a s `E� 8� 10291 V Ma ntenanca statie9 ' . . 118 r ;3R — Of.' - ? r rom<,a.. m cauran6 7 20 �"' f09 ns Opp TITLE. .n ).928 mf '� i O'plgNC'cl 01l l,C 21 AC House°(Miracles \ PLAN l m � w �(e " Islz : v I a 76 A �� c o m y, - O as 3»�.'eu..�a � raa a � 72 II m� 1� � �o.� L°mna Ave Pan Adrete o '21 ,«» ,� m 14 to a a\ „ o _aaAt �20 - - •� _ CoIllsnnC a o P 7.531 132 Pwa27 — an.�a .,I m ,>- ; — — -� r�;- _. ` --w �:.. - PROJECT Qer Skeletal Wnet cs 'z'a° m I nl� ;E i' i PCL 2 )PCL 1 A ' - E 73� ' a_a ct�_ .w zroP' E ---er,yc±' y» °`."d8 s 1• ._. - e 2A _ 1s IL.aszc is� � ao.� I r_Y-g ,St.� � a I ' OO PASAOENA $" �o ,axle _ I 74'° ne& sw BB I ml la 504". cuP6nino suPPlyQ --� a° - » Im 2011:m PLAN.,,m�'e° '° `zaze •?: AVENUE o I.zo 131�� (HT)� y0.20 a ^� µ �C aa0' a m 97Lza PCL N ,9 $ ^— j r _ ` DATA Aimaeen Ave ollv.nv. e n S i 9.189 6)-� aPLAN� Um B7 e Z 73 a J s 0 0 a m =W 9.Ibx.ELI " 12z 2 r— --- --- `.g,. ImPeral Automolrve Auto Sm09 Te518RePair E7 IIT0.28AC. „vCL. ?IAPCL. S 0.3t AC. -�-- I^J el a2 AC.xE T. p_I SveLPIAN. I1 110 20., - O.PWI.a PLAN. 1 8 77 41 /"'` '~ �'�' r r✓b vE;V Id r+t LLl .>.sC,e. @ m 83 i 1 i - - -$ _L w.@ E 66 I 0 0 n w a s m — "I'nm ac wx.L a I w �r _ IT �2 a'".".L3 :, .: .....� _`,, /9 ¢ � .:r I '�ie�Lt �:' a .t 1R .:rl�t I�(�`''�:• �: � � . ouRecr corporan°" 19z9t Im eOal Avenue .. )esC-I. Pa.w ...�... r r.m < n erve Pome + I ' � 10 II � IP N ✓ t e ) a 9 °Im M. BCaIeN i PTx 2a 0.223 Aa N la IS I6 ,P I I 10.1{JAd0.1{)A°I IaaaAc� a PLAN z I I „' - 'r'- - ,ra A.•r I)J I ✓4 ^ '"yhv }<' +y''�';•; ',:, �x-.. ;C, �i'�'- SCALE: In. m nla an. nl.aa.« _�: - ,:v I ,i�ii� 4�.. :,,�r �r 5" ?a . µ,. -s/ san F°rnana nv a rux Calc. CMa Cale. ' n FxmxeaAve ° e 721 � F m .„ - - _ I � r � � xax.^ �_�:, _ .� v ,a,�h�,• � „r,,r.'-.; elf ,` 'I I� .,�a�` eM�;l<,K � 1,� "�,+. �%:Y' T tl P001 s 34 I. pI 30-' 28:2 25 25 24 23 a a a c 174 AI 7i36 R_78 - Z « .. I -_ r. z: .I F 5, ;rt r' r of°3 : V.,,:. �•e. �Ze- e ""{ n e S_�I-71 a123� —R115NI _:1 — — —R — _ S2` �4 ry 63» �'�".=.a+Ae -:_ ,�i �vV 1' -ate- .a o Goole o } — 19 s'I I I � I I -I - � I - Z m 1 _ — .� .�/�.s_-'�-'.; ._ .. r �"k,¢t 'K.l- ,C ��':. ri a vi rr`�•. it 'r.�." �"a4� �'. 9 120 w /� 3 ,ma I I — I I >t�, I _ u d : mza nx. wx. w.n m ,a m. �; / .,.J �� s_•. ,, r ..d 'Y,� ,!a yf., Y P� ,.:;` Pk i I, ::"' ,,,, "ar AS NOTED SHEET: �,. amx. 6�;a maa amx.'aa, _�. T��a 30 -^__d__AVENHL=-�. �� ,r •, _ .:.., ;. T',. �'. ".. 1: Y` M. ' 1c�IIL'. i6j8�G�ka. .. �� SI NOONAN SUBDIVISION NOONAN SUBO:UN.2 PONDEROSAR.NO.5586 ANZA ALMAOEN iS 14 DAOVLENUE mt nmP�.Ny AVENUE .,zarwmr., axl.aT�o-z�o ,T PERSPECTIVE EXTERIOR FRONT— HIGHT 3 Al .............. I I ! I. Community Development Department Y Y Y Y Y Planning Division - Cupertino m m m m m CUPERTIN4 APPROVED w w w w 0 0 1n LIN & LOH Case # R-2020-025 W w w w w CD DESIGN ,LLC (n (n cn (n V) 0 Ljo SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF CUPERTINO 0 0 0 0 0 w 20660 STEVENS Approval Body Direc tJJ�� W w w w W z z m CREEK BLVD, TION ORDINANCES AND THE CODES USTED ON THIS PAGE. 0 cn � Approval Date 11/02 20 CL CL � �_ Q O CA 95014 PLEASE NOTE THAT THE DRAWINGS AS PREPARED BY LIN & LOH DESIGN,LLC FOR THE 3NFI )d1J3d0dd cy 0 O O O J W ~ 650.505.6947 Signature Jeffre Ts�q CT ARE LIMITED TO THE EXTENT AS REQUIRED FOR PLAN CHECK PURPOSES BY w w Q CL Q o cTO�IM /�MNTY AGENCIES HAVING JURISDICTION OVER THE PROJECT. o w m } O it Janet Lin F m THE USE OF THESE DRAWINGS FOR THE CONSTRUCTION OF THE PROJECT SHALL N `n o _ o1.f CO o o "0L-,95 N cI o linjenet(a�gmail.00m CONSTITUTE THE CONTRACTOR'S REPRESENTATION THAT IT HAS REVIEWED AND VERIFIED - - - - - - - - - - - - - - 0 00 li cow - - - - - - - w - - - - - - - - Of w THE CONSTRUCTABILITY OF THE PROJECT AS SHOWN ON THESE PLANS IN THE LIGHT OF I o I 0 0 Q M SITE CONDITIONS. AND APPLICABLE CODE REQUIREMENTS AND THAT ONCE CONSTRUCTION I N Q_ O m N z I w z M HAS COMMENCED. THE CONTRACTOR SHALL UNDERTAKE FULL RESPONSIBILITIES TO0 DESIGN-BUILD ALL ELEMENTS AND MAKE NECESSARY ADJUSTMENTS AS REQUIRED FOR _ to w w co THE COMPLETION OF THE PROJECT IN ITS ENTIRETY PURSUANT TO ALL APPLICABLE CODE 0 m = w REQUIREMENTS, TRADE AND WORKMANSHIP STANDARDS. ALL CONTRACTORS SHALL HOLD I O 1- m w HARMLESS THE DESIGNER AND THE OWNER FROM ALL DAMAGES AND/OR PENALTY I I \ N I Ui J IJ SEA ARC/ ARISING OUT OF VIOLATION. vF� ENE ---- -------- --- w THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF THE LOT, ALL PROPOSED I I \ O I I Z z0 w Z [if �JG <�y DIMENSION, INCLUDING DRAINAGE AND UTILITY LINES AT PROJECT PROPERTY, AS WELL \ w g �_ g w0 AS, AT ADJACENT PROPERTIES. IF THE CONTRACTOR ENCOUNTERS DISCREPANCIES IN THE I I \ I w 0 > m � ND. C-21919 DRAWINGS, HE/SHE SHALL CONTACT LIN DESIGN FOR CLARIFICATION BEFORE PROCEEDING A3V013S ?Jd3b 43?JIfl03?J ?J0033 GNZ � z z 0 Ld Z w tP� REN, 11/30/21 Q WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF O\ N I z O e CORRECTIONS TO THE WORK IF HE/SHE NEGLECTS TO ADHERE TO THIS PROCESS. „0-,5Z � ov w OF CA��Fd THE DISIGNER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE A3V813S ?J`d3d ?J0033 43?JIfl03?J IS I, � I � z 0 � a RESPONSIBLE FOR, CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, I \� FOR THE OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTORS PERFORMING ANY OF 0- OZ Q g THE WORK FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN I I W I I Q 0 W z O Q Q z m CONFORMANCE WITY THE PLANS AND SPECIFICATIONS. �U cn ALL ATTACHMENTS, CONNECTIONS OR FASTENINGS OF ANY NATURE ARE BE PROPERLY I I z I co I J N ~ AND PERMANENTLY SECURED IN CONFORMANCE WITY BEST THE PRACTICE OF THE AOV813S aV3d 43S0 08d aO 33 ONZ W Ld I I I z o z o a BUILDING INDUSTRY. DRAWINGS SHOWS ONLY SPECIAL REQUIREMENTS TO ASSIST THE a_ w CONTRACTOR AND DO NOT ILLUSTRATE EVERY DETAIL. II 8 > Cn `e __II g a g m 0 0 `1Z- �� 8 W � ovO 9 1NO8A 43SOd08d ?J00�3 GNZ z THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PROTECTION. ALL I I I Q Q o EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROTECTED. ALL MATERIALS DELIVERED TO in �i0b813S 8V38 03SOd08d 80 3 1S l THE SITE SHALL BE PROPERLY STORED AND PROTECTED UNTIL INSTALLATION. ALL 4 �,AOV8 3 1NO2i3 43SOd02id 2�0033 1S l � J LUMBER SHALL BE PROTECTED FROM MOISTURE AND STORED ABOVE GROUND. „Z-,0� rJ LLJ Z „0-,5Z 0 I I w wil ROOFING EYEBROW VENTS AND PLUMBING VENTS ARE TO BE PLACED CLEAR FROM �_ (� � 00 FUTURE SOLAR PANELS. I I �1� I LLJ GENERAL NOTES PLUMBING NOTES z I I No ~ I (/) 1.) VERIFY AT FIELD ALL DIMENSIONS BEFORE CONSTRUCTION. - cn 1.) PLASTIC PLUMBING PIPES SHALL NOT BE USED FOR DOMESTIC WATER SUPP co 2.) PROVIDE BATTERY OPERATED SMOKE DETECTORS FOR ALL EXISTING BEDROOMS, LIVING 2.) PLUMBING FIXTURES SHALL NOT EXCEED THE FOLLOWING LIMITS I I iI W Ld I Q ROOMS, AND HALLWAYS AND INTERCONNECTED HARD WIRED SMOKE DETECTORS WITH BATTERY a.) MAXIMUM 2 GALS PER MINUTE TO SHOWER HEADS CL I I N BACK UP POWER AT THE NEW ROOM ADDITION. (PER CRC R314) b.) MAXIMUM 1.2 GALS PER MINUTE TO LAVATORY FAUSCETS O Ld c.) MAXIMUM 1.8 GALS PER MINUTE TO KITCHEN FAUCETS CL 3.) MUD SILLS FOR NEW WALLS SHALL BE PRESSURE TREATED DOUGLAS FIR OR STRUCTURAL d.) MAXIMUM 1.28 GALS PER FLUSH TO NEW TOILETS/WATER CLOSET Q Q Q m 0 GRADE REDWOOD WITH 5/6" DIA. ANCHOR BOLT WITH 3" SQUARE WASHERS AT 4'-0" O.C. e.) CLOTHES WASHERS SHALL HAVE A WATER FACTOR EQUAL OR LESS 6.0 GA . m m m w z 3.) SHOWER CONTROL VALVES AND SHOWER HEAD SHALL BE LOCATED ON THE SIDEWALL OF THE _ _ _ _ _ w Ld - - _ cn Ld c 4.) PROVIDE A MINIMUM R-19 INSULATIONS FOR ALL NEW PERIMETER WALLS. SHOWER COMPARTMENT, SHOWER OR TUB SHOWER COMBINATIONS SHALL BE PR VID D WITH I - - - - % PRESSURE BALANCED OR THERMOSTATIC MIXING TYPE CONTROL VALVES. I o 0 0 5.) PROVIDE A MINIMUM R-30 INSULATIONS AT THE NEW CEILING 4.) WATER CLOSET SHALL BE 30 INCHES MINIMUM CLEAR WIDTH WITH A MINIMU 1 INCHES � E U) FROM ITS CENTER TO ANY SIDEWALL. 24"MINIMUM AT FRONT CLEARANCE. 0 0 0 0 6.) PROVIDE 1-HOUR FIRE RATED WALL BETWEEN THE GARAGE AND THE LIVING AREA PROVIDE 5.) BATH TUB AND SHOWER FLOORS AND WALLS ABOVE BATH TUBS WITH INSTAL ED SHOWER I w V) U 5/8" GWB TYPE X ON THE CEILING IN THE GARAGE WHERE THE ABOVE THERE ARE ROOMS. HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON ABSOR EN SURFACE '� I - 0 0 0 PROVIDE Y2" GWB TYPE X FOR ALL OTHER WALLS, POSTS, AND BEAMS. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE m I pr 0- 0 - I O Y2 INCH GYP BOARD ON GARAGE WALLS FLOOR. m w O in (if NOV813 1NO&A 03�IIf10321 2J003 1S l 40 w Y2 INCH GYP BOARD ON ALL STRUCTURAL MEMBERS SUPPORTING FLOOR AND 6.) EXTERIOR WATER HEATER PIPING SHALL BE INSULATED AND WRAPPED TIGHTLY WI H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - „0-,OZ CEILING ASSEMBLY UNLESS OTHERWISE NOTED ON PLAN A UV RESISTANT TAPE (150 CEC). „0-,�l o O To-, o O «0 ,9S 1i0d813S 1NO2id 432i1f1032i 2i003d 0NZ 7.) PROVIDE BACK FLOW DEVICES ON ALL HOSE BIBS. O ALL OTHER WALLS SHALL BE 2x6 DF STUDS 0 16" O.C. WITH Yz" GWB ON BOTH SIDES. 8.) DISH WASHER SHALL BE FITTED WITH AN AIR GAP OR A HIGH LOOP IF THE in W �` w W 06- 69 V 0- SZ 7.) DOOR SEPARATING HABITABLE SPACE AND GARAGE SHALL BE SELF-LATCHING AND MANUFACTURE'S INSTALLATION GUIDELINES ALLOW. SELF-CLOSING. THEN KEY THE KNOT IN AT THE LOCATION OF THE DOOR TO THE GARAGE. 3N13 J11�13dO�Id N - N z "�-`5�� 8.) NAILING SHALL BE PER CBC TABLE 2304.10.1 NAILING SCHEDULE. ELECTRICAL NOTES w W �•. 9.) PROVIDE NEW WINDOWS DOUBLE GLAZING WITH REPLACEMENT TYPE. SECURITY TESTED AND 1.) NEW BEDROOM RECEPTACLES SHALL BE SPACED SO THAT NO POINT ALONG THE FLOOR LINE IN Q O LABELED "SECURITY TESTED" BY THE MANUFACTURER (UBSC 1027, NFRC.) TEMPORARY ANY WALL SPACE IS MORE THAN 6 FEET MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN LABELING SHALL NOT BE REMOVED UNTIL INSPECTED BY THE ENFORCEMENT AGENCY. THAT SPACE INCLUDING ANY WALL SPACE. In 2.) UPGRADE ELECTRICAL SERVICE TO A MINIMUM OF 200 AMPS FROM EXISTING OF 100 AMPS. 10.) FINISHED CEILING SHALL BE 7'-6" MINIMUM 3.) BATHROOM, GARAGE, LAUNDRY, CLOSET AND UTILITY ROOM GREATER THAN 70 SF LIGHTING N J M SYSTEM 11.) DUCT CONNECTION AND OPENINGS SHALL BE SEALED WITH PRESSURE SENSITIVE DUCT TAPE 4.) ALL NEW HIGH EFFICACY LIGHTING SHALL BE SWITCHED SEPARATELY FROM LOW EFFICACY W TESTED AND LABELED UL 181A 0 UL 1818(CEES STD. 150(K12-M) LIGHTING. 5.) BATHROOM FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. 12.) PROVIDE AN 18" HIGH PLATFORM FOR WATER HEATER ON THE GARAGE. PROVIDE SEISMIC 6.) ALL NEW LIGHTING INSTALLED IN HALLWAYS, LIVING ROOM, BEDROOM SHALL BE HIGH EFFICACY OR A/ El STRAPS AT POINTS WITHIN THE UPPER Y3 AND AT A LOWER POINT. A MINIMUM OF 4" ABOVE PROVIDE OCCUPANCY SENSORS OR DIMMERS. li CONTROLS. WATER HEATER SHALL BE WRAPPED WITH R-12 INSULATIONS OR APPROVED EQUAL. 7.) ALL RECESSED LIGHTING FIXTURES INSTALLED IN INSULATED CEILING SHALL BE IC (INSULATION W w COVER) AND AT (AIR TIGHT) RATED AND SHALL BE SEALED BETWEEN THE FIXTURES HOUSING AND 1� O 13.) AIR DUCTS ENCLOSURE IN THE ROOMS SHALL NOT BE LESS THAN 7' FROM THE FINISHED THE GYP BOARD WITH A GASKET OR CAULKED). a FLOOR. 8.) ALL EXTERIOR LIGHTING FIXTURES SHALL BE HIGH EFFICACY OR CONTROLLED BY AN AUTO ON/OFF MOTION SENSOR AND ONE OF THE FOLLOWER CONTROLS: 14.) DOOR BETWEEN GARAGE AND LIVING SPACE SHALL BE RATED ONE HOUR FIRE RATED DOOR, a.) A PHOTO CONTROL SELF LATCHING AND THEN KEY THE KNOT IN AT THE LOCATION OF THE DOOR TO THE GARAGE. b.) AN ASTRONOMICAL CLOCK c.) AN ENERGY MANAGEMENT CONTROL SYSTEM 15.) PROVIDE A MINIMUM 2 GAUGE SHEET METAL HEATING SUPPLY DUCTS BETWEEN THE 9.) A DEDICATED 20-AMP CIRCUIT SHALL BE PROVIDED FOR THE BATHROOM RECEPTACLE. r GARAGE AND THE ROOMS. 10.) GFCI PROTECTION SHALL BE PROVIDED AT ALL RECEPTACLE OUTLET IN THE BATHROOM. as 16.) BEDROOM WINDOWS FOR EMERGENCY ESCAPE AND RESCUE SHALL HAVE A FINISHED SILL 11.) A DEDICATED TAMPER RESISTANT PROTECTED 20-AMP CIRCUIT SHALL BE PROVIDED FOR THE HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR. BEDROOM WINDOWS SHALL HAVE A LAUNDRY AREA. MINIMUM CLEAR OPERABLE WIDTH DIMENSION OF 20" AND A MINIMUM CLEAR OPERABLE HEIGHT 12) ALL NEW LIGHTING SHALL BE HIGH-EFFICACY COMPLIANT TO TABLE 150.0(A) CEC. SCREW-BASED OF 42". PERMANENTLY INSTALLED LIGHT FIXTURES MUST CONTAIN SCREW-BASED JA8 (JOINT APPENDIX 8) 13COMPLIANT LAMPS. JA8 COMPLIANT LIGHT SOURCES IN CEILING RECESSED DOWNLIGHYS AND LED'S r 17.) INSTALLATION OF EXTERIOR PLASTER SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM ARE TO BE CONTROLLED BY VACANCY SENSORS OR DIMMERS. El C1053 AND THE PROVISION OF CRC 2010: 13) EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING. MINIMUM THICKNESS.1.) 3-COAT, �i�" MI 14) EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL AND MOTION PER ENERGY 110.9. AT 2.) TWO LAYERS MI GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER Y2" LEAST ONE FIXTURE IN EACH BATHROOM IS TO BE CONTROLLED BY A VACANCY SENSOR. PLYWOOD SHEATHING. 15) ARC FAULT (AFCI) REQUIRED IN FAMILY RMS,DINING RMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 3.) 26 GAUGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" SUN ROOMS, REC RMS, CLOSETS, AND HALLWAYS. BROUND FAULT(GFCI) IS REQUIRED IN BATH RMS, ABOVE GRADE (OR 2" ABOVE CONCRETE OF PAVING) CRC R703.6.2 AND R703.6.3. GARAGES, ACCESSORY AREAS, EXTERIOR, CRAWLSPACES, BASEMENTS, DISHWASHERS, AND DISPOSALS. COMBINATION AFCl/GFCI IS REQUIRED IN KITCHENS, AND LAUNDRY AREAS. 16) A 120V RECEPTACLE SHALL BE PLACED WITHIN 3' OF A WATER HEATER. 17) A 120V RECEPTACLE SHALL BE PLACED WITHIN 20' OF AN A/C CONDENSER. MAXIMUM BUILDING HEIGHT W / \ W DATE: ISSUE: z / z J / J / I �-_ 05.31.2020 PLANNING REVIEW Of / - w 07.16.2020 REVISION 0 ET \ CL 09.20.2020 REVISION 0ml wl 00 �� G �/ F N I. - 77 1 PROJECT NUMBER: 102J��5�JLJ ME L-I LiT TITLE: C`JI9'-01, I I I T 8'-6a O SITE PLAN 75' 75' 75' SCALE: AS NOTED 10353 IMPERIAL AVE, CUPERTINO, CA95014 10291 IMPERIAL AVE, CUPERTINO, CA95014 10281 IMPERIAL AVE, CUPERTINO, CA95014 SHEET: SUBJECT PROPERTY STREET SCAPE Al ■ Community Development Department Planning Division - Cupertino CUPERTIN4 APPROVED Case # R-2 2 - 25, LIN & LOH A rs DESIGN ,LLc Approval Body Director/Staff Approval Date 11/02/20 ---� 20660 STEVENS CREEK BLVD, Signature Jaffrey Tsumura CA 95014 Case manager 6 50.50 5.69 47 z Janet un KITCHEN REMODEL REQUIREMENTS Iinjanet@gmail.00m 0 - MINIMUM OF 50% OF TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING SHALL BE HIGH EFFICACY. (TITLE 24-- BUILDING ENERGY EFFICIENCY STANDARDS 150.0 (K)) - MINIMUM 30 INCHES CLEARANCE REQUIRED ABOVE KITCHEN RANGE, EXCEPT WHERE 24 INCHES IS ALLOWED PER CODE OR MANUFACTURER'S SPECIFICATION. (CIVIC 916.1.2) - DOMESTIC DISHWASHING MACHINE SHALL NOT BE DIRECTLY CONNECTED TO A El DRAINAGE SYSTEM OR FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED AIR SED ARCh GAP FITTING ON THE DISCHARGE SIDE OF THE MACHINE. (CPC 807.4) V�� ENE �T - HOUSEHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL CLEARANCE ABOVE THE �JG 40 Fn COOKING TOP OF NOT LESS THAN THIRTY (30) INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINETS. CA ROOM - EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED NO. C-21919 WITH A BACK-DRAFT DAMPER PER CMC SECTION 504.1. 0 REN. 11/30/21 C - ALL RECEPTACLES SHALL BE GFCI PROTECTED AND TAMPER-RESISTANT (TR). 9j e - RECEPTACLES SHALL BE LOCATED SO THAT NO POINT IS MORE THAN 24 INCHES OF CAS �F� 0 3'-3' 22'-6'� 1'-0" FROM A RECEPTACLE OUTLET MEASURED HORIZONTALLY ALONG THE WALL. - RECEPTACLES SHALL BE LOCATED NO MORE THAN 20 INCHES ABOVE COUNTERTOP. I2 - ON THE DISCHARGE SIDE OF THE DISHWASHER PROVIDE A LISTED AIR GAP FITTING. _CI LISTED AIR GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEL (FL) MARKING AT OR 57'-6" ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN BOARD WHICHEVER IS HIGHER PER .00 CPC SECTION 807.4. ABOVE LANDING - KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM. (N)SKYLIGHT CONC. SLAB 7'_0" (N)SKYLICHT ABOVE ,15�=0"• (@)SKI�LIGHT ABOVE 9' 114 13'-14 12'-52" WDW 6 0"x6'0" 6'0"x8'0 TEMMR.GLGL EGRESS SS DR DR 1 0 'o" TEM TE P.GL WINDOWS INSTALLATION REQUIREMENTS: - FENESTRATION SHALL BE LOW E AND DUAL PANE. - MAXIMUM U-FACTOR OF 0.32, SHGC 0.25. - EMERGENCY EGRESS WINDOWS (BEDROOMS) SHALL HAVE A MINIMUM OF 5.0 SQUARE FEET OF CLEAR OPENING ON GRADE LEVEL FLOOR AND 5.7 SQUARE FEET ON X J SUBSEQUENT FLOORS, WITH A MINIMUM CLEAR OPENING WIDTH OF 20 INCHES AND HEIGHT OF 24 INCHES. A SILL HEIGHT NOT TO EXCEED 44", SMOOTH OPENING. N� J E.) - - GLAZING SHALL BE TEMPERED IF A. LOCATED IN THE WILDLAND URBAN INTERFACE � 10001 21'-4" 19'-2" 15'-12 AREA B. LOCATED LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE WALKING 01 161 Do SURFACE OF SHOWER/TUB/STEAM ROOMS, ETC. C. LOCATED IN HAZARDOUS LOCATIONS AS INDICATED PER CRC R308.4. - PROVIDE FALL PREVENTION DEVICE IF THE OPENING IS LOCATED MORE THAN 72 \ - : QUEEN INCHES ABOVE THE FINISHED GRADE AND THE LOWEST PART OF CLEAR OPENING IS LESS THAN 24 INCHES ABOVE FINISHED FLOOR ifl \ 2 I ^ a� DINING ROOM : LO E : BEDROOM #1. FAMILY ROOM BATHROOM INSTALLATION REQUIREMENTS: ' 73080 DR MIN. 1'8"x24" o CRAWL SPACE - SHOWER AND/OR TUB/SHOWER WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT 0 x o o SURFACE (E.G., CERAMIC TILE, FIBERGLASS, ETC.) OVER A MOISTURE RESISTANT OUTLINE OF SECOND FLOOR o o UNDERLAYMENT (E.G., WATER RESISTANT GYPSUM BOARD, GREEN BOARD, ETC.) TO A C�� _ � 9'_ " F�`�i 00 HEIGHT OF NOT LESS THAN 6' ABOVE THE FLOOR. CBC 1210.2 N N I ix� I N I - ALL RECEPTACLES SHALL BE GFCI PROTECTED AND CONNECTED TO A DEDICATED 15 H #1 6�--�J ____ 00 AND 20 AMPS CIRCUIT (CEC 210.8) A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE )L F� �'I SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH 18 WALK-IN; j rN�C2JC'x30 BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSORS. (GEES I��__`�I CESS 150.0 (K)(5)) 00 KITCHEN 2680 DR 268 DR 1 6 CLOSET - EXHAUST FANS AND LIGHTING SHALL HAVE SEPARATE CONTROL SWITCHES (EVEN IFS W IDO COMBINATION UNIT IS INSTALLED). THE EXHAUST FAN MAY NEED TO BE SUPPLIED BY A w 15 , . • , . GFCI PROTECTED CIRCUIT BASED ON THE MANUFACTURER'S REQUIREMENTS. (CEES x x x 150.0(0)) EXHAUST FANS ARE REQUIRED IN ALL BATHROOMS, EVEN IF AN OPERABLE PANT Y -0 4 7 -10 2 WINDOW IS INSTALLED. (CA ENERGY EFFICIENCY STANDARDS SECTION 150) o cD 13 . . . . . - - EXHAUST FANS SHALL TERMINATE A MINIMUM OF 3' FROM PROPERTY LINE AND 3' It o 00 o o :O 12 FROM OPENINGS INTO A BUILDING. (CMC 504.5) EXHAUST FANS AT SHOWER SHALL BE W W 0 LISTED FOR WET LOCATION AND SHALL BE GFCI PROTECTED. (CEC 210) UNLESS °w 1 1 o FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM FANS MUST o ® POWDER R O 0 J _ Q 0 BE CONTROLLED BY A HUMIDITY CONTROL. 21'-0" 4'-0' 1 ^ -I 0' - - SHOWER ENCLOSURE DOORS SHALL OPEN OUTWARD AND MAINTAIN 22" CLEARANCE g PATIO 0 0 (CPC 408.5). SHOWER COMPARTMENT SHALL BE A MINIMUM 1,024 SQUARE INCHES ENCOMPASSING A 30" CIRCLE. (CPC 408.) WATER CLOSETS (MAXIMUM 1.28 GPM) SHALL BE CLEAR 30 INCHES WIDE (15 INCHES CII CENTER) AND 24 INCHES IN FRONT. I -0 7 � - SHOWER HEADS (MAXIMUM 2.0 GPM) & FAUCETS, LAVATORY (MAXIMUM 1.2 GPM); W 080 DR 3080 DR 4'-0" 5'-O" I KITCHEN FAUCETS (MAXIMUM 1.8 GPM) (CPC 403.0) o - MAXIMUM 1.28 GALS PER FLUSH TO NEW TOILETS WATER CLOSET HOME MANAGE z BATH 4 5 �_ - BATHTUB/WHIRLPOOLS AND SHOWER VALVES SHALL BE APPROVED 1 00 LAUNDRY ROOM C'� o I 4 I PRESSURE-BALANCED OR THERMOSTATIC MIXING TYPE ADJUSTED TO A MAXIMUM OF 120 ° CENTER zD °' FLOATING STAI co DEGREES. (CPC 408.3) W a a Q 3 Ll7 w O � of DR 11 0„x8 0„ 10._ " o zi� 00, w Q 6'-10" 2 7'-10" TE P.GL 7'-10" _� Z 00, Ow ' 1 n° Q 3 -3 �P 15'-$" -1 MECHANICAL NOTES o to T p 1.) BATHROOMS REQUIRE HUMIDITY CONTROLLED EXHAUST FANS PER R405.6. AND BE i rn� I `flJ SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. r �. 1 2.) KITCHEN HOOD VENT TO HAVE DAMPER AND BE DUCTED TO THE EXTERIOR WITH CLOSET 00 �w SMOOTH WALL SHEET METAL PER MFG'S INSTALLATION REQUIREMENTS. N (D +N �� 3.) HVAC SYSTEM SHALL HAVE MERV 6 FILTERS OR BETTER. FURN. `V . 0 2% 13'-3" ol O 3 80 DR 0 TWO-CAR GARAGE � o GENERAL ELECTRICAL NOTES: z �0 CONC. SLAB I ING R M o - PROVIDE ARC-FAULT CIRCUIT INTERRUPTER AT ALL BRUNCH CIRCUITS THAT SUPPLY 125 VOLT, z SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED INDWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS. (CEC 210-12B), IN (.0 OFFICE o COMPLIANCE WITH ART. 210.12 CEC 2016 (ARC-FAULT). - ALL 125-VOLT, 20-AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER- RESISTANT 00 0 .2 RECEPTACLES (CEC 406.12) A-1-J ^xo - ALL 125-VOLT, SINGLE-PHASE, 20-AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING -x o io LOCATIONS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL (CEC 0 ! 2 I �w 210.8): A. BATHROOMS, GARAGES, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS B. �� C, N o~ KITCHEN COUNTERTOP SURFACES C. LAUNDRY, UTILITY, AND WET BAR SINKS (WITHIN 6 FEET OF �� THE EDGE OF SINK) D. BOATHOUSES • • • • • • • • • • • • • • : - PROVIDE AT LEAST ONE WEATHER-RESISTANT TYPE RECEPTACLE IN A WEATHERPROOF DATE: ISSUE: 0 15'-8" I ENCLOSURE AT THE FRONT AND BACK OF THE DWELLING. (CEC 210.52 (E)(L) & 406.8 (B)(L)) LO - HARD WIRE AND INTERCONNECT ALL CARBON MONOXIDE/SMOKE DETECTORS. CRC 314, 315. 1 " ' " " 0 05.31.2020 PLANNING REVIEW 7 20 -O 7 0 - THE PRE-MANUFACTURED FIREPLACE WILL BE A "USTED" APPROVED UNIT, AND THE LISTING o10 A ~ 1" AND INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEW BY THE CITY FIELD INSPECTOR 07.16.2020 REVISION J UPON REQUEST. o0 21'_2" WDW 6 0"x6'0" WDW 1'0"x6'0" WDW 1'0"x6'0" WDW 6 0"x6'0" - THE INTERCONNECTED 110V SMOKE DETECTORS, WITH BATTERY BACKUP, WHICH ARE AUDIBLE 09.20.2020 REVISION Z2 2E 00 TA TEM .GL TEMP.GL TEMP.GL TEM .GL IN ALL SLEEPING AREAS AND HALLWAYS LEADING TO BEDROOMS . W 6'-10" EGRESS 9'_4" 10'-8" N EGRESS 8'_2" - TWO SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE KITCHEN AND ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST - - ROOM, DINING ROOM, OR SIMILAR AREAS. NOTE: THESE CIRCUITS CANNOT SERVE OUTSIDE PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES -- ONLY THE REQUIRED 0 I COUNTERTOP/WALL OUTLETS INCLUDING THE REFRIGERATOR. CEC 210.1 1(C)(1) AND 210.52 (A) 6, AND 210.52(C). - 20-AMP CIRCUIT IS REQUIRED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT PROJECT NUMBER: 8'-8" 10'-0" 11'-4" foot2'-6" CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. (EXCEPTION-WHERE THE 10291 CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED.). CEC 210.52 (C)(3) AND EXCEPTION: TITLE: GARAGE DOOR 16'0"X7'0" CEC210.23(A)(1) AND (A)(2). 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET. 00' 11'-3" 1 V-3" 35'-0" CEC 210.11(C)(2) AND 210.52(F) PROPOSED FIRST - LIGHT FIXTURES IN TUB/SHOWER ENCLOSURE SHALL BE LABELED "SUITABLE FOR DAMP FLOOR PLAN LOCATIONS." CEC410.10(A) 57'-6" - EXHAUST OUTLETS SHALL BE LOCATED A MINIMUM OF 10-FT FROM DOORS, OCCUPIED AREAS AND OPERABLE WINDOWS. CMC 407.2.2 1 PROPOSED FIRST FLOOR PLAN - PRESSURE ABSORBING DEVICE (OR APPROVED MECHANICAL DEVICE), LOCATED AS CLOSE AS SCALE` AS NOTED POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES RESULTING FROM THE DESIGNS APPROVED BY CLIENTS QUICK CLOSING OF QUICK-ACTING VALVES (I.E., DISHWASHER, WASHING MACHINE, ETC.). CPC SCALE: 1/4" = 1'-0" 609.10 SHEET: NAME: SIGNATURE: A2mO DATE: Community Development Department Planning Division - Cupertino CUPLRTIN4 APPROVED Case # R-2 2 - 25, LIN & LOH a rs, DESIGN ,LLc Approval Body Director/Sta Approval Date 11/02/20 20660 STEVENS 22 -6 CREEK BLVD, Signature J ffre Tsumura KITCHEN REMODEL REQUIREMENTS CA 95014 Case manager 6 50.50 5.69 47 MINIMUM OF 50% OF TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING SHALL BE HIGH EFFICACY. (TITLE 24-- BUILDING ENERGY EFFICIENCY STANDARDS 150.0 Janet Lin (K)) linjanatfgmail.00m - MINIMUM 30 INCHES CLEARANCE REQUIRED ABOVE KITCHEN RANGE, EXCEPT WHERE 24 INCHES IS ALLOWED PER CODE OR MANUFACTURER'S SPECIFICATION. (CIVIC 916.1.2) - DOMESTIC DISHWASHING MACHINE SHALL NOT BE DIRECTLY CONNECTED TO A L J DRAINAGE SYSTEM OR FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE MACHINE. (CPC 807.4) - HOUSEHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL CLEARANCE ABOVE THE COOKING TOP OF NOT LESS THAN THIRTY (30) INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINETS. - EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED USED ARC, , N WITH A BACK-DRAFT DAMPER PER CMC SECTION 504.1. v� EN E - ALL RECEPTACLES SHALL BE GFCI PROTECTED AND TAMPER-RESISTANT (TR). v �JO 40 Fc' - RECEPTACLES SHALL BE LOCATED SO THAT NO POINT IS MORE THAN 24 INCHES �� 0 FROM A RECEPTACLE OUTLET MEASURED HORIZONTALLY ALONG THE WALL. I - RECEPTACLES SHALL BE LOCATED NO MORE THAN 20 INCHES ABOVE COUNTERTOP. No. c-21919 ►� 4:12 4:12 - ON THE DISCHARGE SIDE OF THE DISHWASHER PROVIDE A LISTED AIR GAP FITTING. NA REN, 11/30/21 Q LISTED AIR GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEL (FL) MARKING AT OR 9TF 4 '-6" ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN BOARD WHICHEVER IS HIGHER PER OF CAS �F CPC SECTION 807.4. KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM. 16, 0' 6 2" 16'-10�" 5'-5� DW 6 0"x4'0" WDW 6 0"x4'0" EREss ECREss WINDOWS INSTALLATION REQUIREMENTS: DS - FENESTRATION SHALL BE LOW E AND DUAL PANE. - MAXIMUM U-FACTOR OF 0.32, SHGC 0.25. 11 11'-0" - EMERGENCY EGRESS WINDOWS (BEDROOMS) SHALL HAVE A MINIMUM OF 5.0 SQUARE 001 FEET OF CLEAR OPENING ON GRADE LEVEL FLOOR AND 5.7 SQUARE FEET ON SUBSEQUENT FLOORS, WITH A MINIMUM CLEAR OPENING WIDTH OF 20 INCHES AND BALCONY HEIGHT OF 24 INCHES. A SILL HEIGHT NOT TO EXCEED 44", SMOOTH OPENING. GLAZING SHALL BE TEMPERED IF A. LOCATED IN THE WILDLAND URBAN INTERFACE AREA B. LOCATED LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE WALKING = F SURFACE OF SHOWER/TUB/STEAM ROOMS, ETC. C. LOCATED IN HAZARDOUS LOCATIONS o o AS INDICATED PER CRC R308.4. N N (N)SKYLIGHT ABOVE - PROVIDE FALL PREVENTION DEVICE IF THE OPENING IS LOCATED MORE THAN 72 4'0"X4'0" INCHES ABOVE THE FINISHED GRADE AND THE LOWEST PART OF CLEAR OPENING IS LESS QUEEN I THAN 24 INCHES ABOVE FINISHED FLOOR BEDROOM #3 BEDROOM #4 4:12 L3090 DR 3080 DR BATHROOM INSTALLATION REQUIREMENTS: DR 10'0"x8'0" " TEMP.GL Lr - SHOWER AND/OR TUB/SHOWER WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT �� 680 DR SURFACE (E.G., CERAMIC TILE, FIBERGLASS, ETC.) OVER A MOISTURE RESISTANT g'_ 1" UNDERLAYMENT (E.G., WATER RESISTANT GYPSUM BOARD, GREEN BOARD, ETC.) TO A 0 7 -8� 7'-84" 9'-8" o o HEIGHT OF NOT LESS THAN 6' ABOVE THE FLOOR. CBC 1210.2 I o r04 �X - ALL RECEPTACLES SHALL BE GFCI PROTECTED AND CONNECTED TO A DEDICATED 15 ;n I BATH #3 o AND 20 AMPS CIRCUIT (CEC 210.8) A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE X �P SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH MAS ER BEDROOM SUITE 18 DOWN 0 ~ � BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSORS. (CEES I 150.0 (K)(5)) 16 ° DS - EXHAUST FANS AND LIGHTING SHALL HAVE SEPARATE CONTROL SWITCHES (EVEN IFS COMBINATION UNIT IS INSTALLED). THE EXHAUST FAN MAY NEED TO BE SUPPLIED BY A 15 8 -8" GFCI PROTECTED CIRCUIT BASED ON THE MANUFACTURER'S REQUIREMENTS. (CEES 14 150.0(0)) EXHAUST FANS ARE REQUIRED IN ALL BATHROOMS, EVEN IF AN OPERABLE WINDOW IS INSTALLED. (CA ENERGY EFFICIENCY STANDARDS SECTION 150) W N BONUS ROOM 13 rIN - EXHAUST FANS SHALL TERMINATE A MINIMUM OF 3' FROM PROPERTY LINE AND 3' 0 I I 12 �I FROM OPENINGS INTO A BUILDING. (CMC 504.5) EXHAUST FANS AT SHOWER SHALL BE 0 11 o LO LISTED FOR WET LOCATION AND SHALL BE GFCI PROTECTED. (CEC 210) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM FANS MUST 10 CO BE CONTROLLED BY A HUMIDITY CONTROL. 0 - SHOWER ENCLOSURE DOORS SHALL OPEN OUTWARD AND MAINTAIN 22" CLEARANCE p 9 -I CO,� o (CPC 408.5). SHOWER COMPARTMENT SHALL BE A MINIMUM 1,024 SQUARE INCHES Q O I P 15'-51„ • . . . . • 8 o~ ENCOMPASSING A 30" CIRCLE. (CPC 408.) WATER CLOSETS (MAXIMUM 1.28 GPM) SHALL x 2 ' ' ' ' ' ' ' BE CLEAR 30 INCHES WIDE (15 INCHES CII CENTER) AND 24 INCHES IN FRONT. � o (N)SKYLIGHT ABOVE �OATIN STAI It - SHOWER HEADS (MAXIMUM 2.0 GPM) & FAUCETS, LAVATORY (MAXIMUM 1.2 GPM); -No-4:12 6 4'0"X4'0" KITCHEN FAUCETS (MAXIMUM 1.8 GPM) (CPC 403.0) N M 5 4' 0" 5'-0" - MAXIMUM 1.28 GALS PER FLUSH TO NEW TOILETS/WATER CLOSET o001 - BATHTUB/WHIRLPOOLS AND SHOWER VALVES SHALL BE APPROVED W PRESSURE-BALANCED OR THERMOSTATIC MIXING TYPE ADJUSTED TO A MAXIMUM OF 120 rs M� 0 4 DEGREES. (CPC 408.3) M DS 2 0) M WALK-IN o �, W 10 CLOSET o MECHANICAL NOTES Z a n `n 1.) BATHROOMS REQUIRE HUMIDITY CONTROLLED EXHAUST FANS PER R405.6. AND BE Z 0 5,-8» 18,-8» cfl SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. Q - 2.) KITCHEN HOOD VENT TO HAVE DAMPER AND BE DUCTED TO THE EXTERIOR WITH �r r� SMOOTH WALL SHEET METAL PER MFG'S INSTALLATION REQUIREMENTS. o F---� 3.) HVAC SYSTEM SHALL HAVE MERV 6 FILTERS OR BETTER. �.. 2680 DR 2680 DR I� �I o 2 80 DR o F@ X J o 00 MIN. 22"x30" ° I MASTER BATH CD "' ATTIC AccEs iz_�j o N N a �~ z CLOSET o GENERAL ELECTRICAL NOTES: w - 0 4:12 - PROVIDE ARC-FAULT CIRCUIT INTERRUPTER AT ALL BRUNCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED INDWELLING UNIT FAMILY = r El N� N ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, r ly� - I RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS. (CEC 210-12B), IN 1 COMPLIANCE WITH ART. 210.12 CEC 2016 (ARC-FAULT). 15'-51" - ALL 125-VOLT, 20-AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER- RESISTANT I 0 2 001V13'-4" RECEPTACLES (CEC 406.12) _ o - ALL 125-VOLT, SINGLE-PHASE, 20-AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING X J LOCATIONS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL (CEC ° o a, 210.8): A. BATHROOMS, GARAGES, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS B. # BATH #2 �Li KITCHEN COUNTERTOP SURFACES C. LAUNDRY, UTILITY, AND WET BAR SINKS (WITHIN 6 FEET OF BEDROOM 2 THE EDGE OF SINK) D. BOATHOUSES N - PROVIDE AT LEAST ONE WEATHER-RESISTANT TYPE RECEPTACLE IN A WEATHERPROOF WDW 6 0"x4'0" I ENCLOSURE AT THE FRONT AND BACK OF THE DWELLING. (CEC 210.52 (E)(L) & 406.8 (B)(L)) TEM .GL 0 0 - HARD WIRE AND INTERCONNECT ALL CARBON MONOXIDE/SMOKE DETECTORS. CRC 314, 315. I I 7'-11" EGRESS 7'-11 " 001 2680 DR - THE PRE-MANUFACTURED FIREPLACE WILL BE A "LISTED" APPROVED UNIT, AND THE LISTING DATE: ISSUE: DS AND INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEW BY THE CITY FIELD INSPECTOR UPON REQUEST. 05.31.2020 PLANNING REVIEW WDW 8 0"x5'0" - THE INTERCONNECTED 110V SMOKE DETECTORS, WITH BATTERY BACKUP, WHICH ARE AUDIBLE T. TEM .GL IN ALL SLEEPING AREAS AND HALLWAYS LEADING TO BEDROOMS . 07.16.2020 REVISION 15'-10" 10'-O" EGRESS 10'-0" - TWO SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE KITCHEN AND ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST 09.20.2020 REVISION Z - ROOM, DINING ROOM, OR SIMILAR AREAS. NOTE: THESE CIRCUITS CANNOT SERVE OUTSIDE PLUGS, 4:12 4:12 35,- RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES -- ONLY THE REQUIRED COUNTERTOP/WALL OUTLETS INCLUDING THE REFRIGERATOR. CEC 210.1 1(C)(1) AND 210.52 (A) AND 210.52(C). - 20-AMP CIRCUIT IS REQUIRED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED.). CEC 210.52 (C)(3) AND EXCEPTION: PROJECT NUMBER: CEC210.23(A)(1) AND (A)(2). 10291 - 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET. TITLE: CEC 210.1 1(C)(2) AND 210.52(F) - LIGHT FIXTURES IN TUB/SHOWER ENCLOSURE SHALL BE LABELED "SUITABLE FOR DAMP 2 PROPOSED SECOND FLOOR PLAN FIRST FLOOR ROOF PLAN LOCATIONS." CEC410.10(A) PROPOSED SECOND / - EXHAUST OUTLETS SHALL BE LOCATED A MINIMUM OF 10-FT FROM DOORS, OCCUPIED AREAS AND OPERABLE WINDOWS. CMC 407.2.2 FLOOR PLAN - PRESSURE ABSORBING DEVICE (OR APPROVED MECHANICAL DEVICE), LOCATED AS CLOSE AS SCALE: 1/4" = V-0" POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES RESULTING FROM THE DESIGNS APPROVED BY CLIENTS QUICK CLOSING OF QUICK-ACTING VALVES (I.E., DISHWASHER, WASHING MACHINE, ETC.). CPC 609.10 SCALE: NAME: AS NOTED SHEET: SIGNATURE: DATE: A2ml Community Development Department Planning Division — Cupertino CUPLRTIN4 APPROVED----,, LI N & LO H Case # R-20 -025, LLC A r 60 VENS Approval Body Directo /Staff 22'_611 206C EEKEBLVD, 01* Approval Date 11/02/ 0 CA 95014 Signature J affrey Tsumura 650.505.6947 Case Manager Janet Lin linjane*gmail.00m I 'SRO ARC/y/ GENE T40 1 - 1 4:12 4:12 Ln REN. 11/30/21 IT CF CAL\�o�� 44V W1 1 41 ` 1 � I I I 71 N N I I I I I I I I I I I I 4:12 4:12 (N)SKYLIGHT I I I I I I N N I I I I I � WI Z O (N)SKYLIGHT Q J 4:12 4:12 4:12 I W QQ Ln c0 El E3 W I O Z a ZI DI; I Q _ IUSI I I O 4:12— ROOF PLAN NOTES 2 J N I 1 . ROOF MATERIAL: I STANDING SEAM METAL ROOF, MIN CLASS C I I TYPICAL 4:12 PITCH, UNLESS OTHERWISE NOTED. I I I 2. ROOF VENTILATION: ROOF OVERHANG=2'-0", PROVIDE ROOF/ATTIC VENT 1:150 SQ.FT. TYP. U.N.O DATE: ISSUE: DS L- ----- 3. GUTTER - - - - - 05.31.2020 PLANNING REVIEW :12 4:12 5" 26 GA G.I. PROFILE GUTTER OVER 07.16.2020 REVISION N 2x4 SPRUCE FASCIA BOARD 09.20.2020 REVISION 0 z z a x 4:12 4. DOWNSPOUTS: 4:12 cn 1 111dT III 11T11 III 111dT 11L.LL d h -TH I > I o c0 �` 2"X4" RECTANGULAR, 26 GA.G.I 0 PROJECT NUMBER: 10291 9 TITLE: 57'-6" PROPOSED ROOF PLAN 1 PROPOSED ROOF PLAN SCALE: 1/4" = V-0" SCALE: AS NOTED SHEET: Community Development Department Planning Division — Cupertino 1 2 5 8 4 7 6 3 CUPLRTIN4 APPROVED LI N & LO H Case # R-2020-025, 26'7.875 TOP OF ROOF DESIGN ,LLC 20660 STEVENS Approval Body Director/StafF TOP OF ROOF 3'8.875" / CREEK BLVD, Approval Date 11/02/20 CA 95014 Signature Jeffrey Tsumura 650.505.6947 Case Manager Janet Lin linjanet@gmail.00m TOP OF PLATE 19'1 1.875" / 19'1 1.875' TOP OF PLATE Q� � ILE H I F� E] 01E .G L SLE-lb IIE IN S \ BU ��G < yTF TOP OF ROOF / 13'9" \\- \ /��/ 00 J J�i1ra,� o �� NO C-21919 6 0 1 0 1 �H� c° \ c F 12 10 TOP OF ROOF N 'n REN. 11/30/21 Q A 9 SECOND FL LEVEL 1'1.125' QO I 1 1'1.125" SECOND FL LEVEL T`� of CA\'o TOP OF PLATE 10'0" T�N - 10'0" TOP OF PLATE N � 2 - 2 N W O O W JI M s a CV I Z C3 s I o O _ _ 2 H�C'2) LLI� Ld �� 2 O TEM .GL O o EG SS s TEM L N TEM .GL FIRST FL LEVEL 0 0" `N 0'0" FIRST FL LEVEL FIN GRADE —1. 0" C ® ® — .0'0" FIN GRADE 9'-0" 35'-6" 22'-0" 1❑ ROOF MATERIAL: ❑5 WINDOWS: STANDING SEAM METAL ROOF, MIN CLASS C 57'-6" DOUBLE PANE, VINYL CLAD BY ANDERSEN OR SIMILAR. TYPICAL 4:12 PITCH, UNLESS OTHERWISE NOTED. EGRESS WINDOW SHALL HAVE THE BOTTOM OF THE CLEAR ❑2 GUTTER: OPENING NOT MORE THAN 44" ABOVE THE FLOOR. 5" 26 GA G.I. PROFILE GUTTER OVER 2 PROPOSED REAR/WEST ELEVATION © EXTERIOR DOOR WITH GLAZING: 2x4 SPRUCE FASCIA BOARD DOUBLE PANE, VINYL CLAD BY ANDERSEN OR SIMILAR. ❑3 DOWNSPOUTS: — SCALE: 1/4" = 1'-0" 2"X4" RECTANGULAR, 26 GA.G.I WINDOW/DOOR TRIM: 1 X KILN DRIED WOOD TRIM ® EXTERIOR WALL: W wooD SIDING ® CRAWL SPACE VENT: CALCULATION: (2368 S.F./150) x 144 S.I./S.F. = 2273 S.I. El REQUIRED: 15.8 VENTS (144 S.I. FREE AREA) PROVIDED: 16 VENTS W W � 9 5 7 6 4 3 1 8 2 ❑9 GARAGE DOOR: 0 > O TOP OF ROOF 26'7.875" PAINTED 13 i� N M / 23'8.875' TOP OF ROOF 23'1 1.875' TOP OF ROOFM j El W Q Q E3 W TOP OF PLATE 19'11.875' \ TM 19'11.8T5' TOP OF PLATE Z 0 O / \ z Q J ILL r EM .G O as W of� GARAGE TOP OF ROOF 14'5" EG SS 9 / 14'1.5 TOP OF ROOF 00 4\ o O SECOND FL LEVEL 11'1.1 f 5" A 2 ON N 11'1.125" SECOND FL LEVEL GARAGE TOP OF PLATE 10'0' of 10'0" TOP OF PLATE N `2 N N _Mt ItU111jUH111111111 1. 8'8" TOP OF PLATE I I i W � I Z 0 IEEE ]E�E EmE EmE o 01 o I o 2Ld DATE: ISSUE: o O EM .G EM .G o EM .G o0 0 2 a_ G S GL T S 05.31.2020 PLANNING REVIEW N iv 07.16.2020 REVISION 0 FIRST FL LEVEL 010' S FL OR EVEQ j 090" FIRST FL LEVEL 09.20.2020 REVISION 0 FIN GRADE 1.0'0' ® —1.0'0" FIN GRADE 9'-0" 22'-6" 35'-0" 8'-6" PROJECT NUMBER: 10291 57'-6" TITLE: PROPOSED FRONT/EAST ELEVATION 1 PROPOSED FRONT EAST ELEVATION REAR/WEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: AS NOTED SHEET: Community Development Department Planning Division — Cupertino CUPERTIN4 APPROVED LI N & LO H Case # R-2020-025, 1 2 8 7 5 4 6 20660 STEVENS DESIGN ,LLC A rs Approval Body Director/Staff TOP OF ROOF 26'7.875 26'7% .875" TOP OF ROOF CREEK BLED, Approval Date 11/02/20 CA 95014 Signature J affrey Tsumura 650.505.6947 Case manager 23'1 1.875" TOP OF ROOF Janet Lin linjanet@gmail.00m \ _TOP OF PLATE 19'1 1 .875" \ 19'1 1.875" TOP OF PLATE 2 N J��oQE \ EO ARCy/T j ,-r A Tv P.GL JGENE �O F� NO. C-21919 Ll a 2 1 14'5" TOP OF ROOF N� REN. 11/30/21 T 9T �� TOP OF ROOF 12'10" F 1 _ 0 1 2 OF 10 Cv o Cv FN�F I � A SECOND FL LEVEL 11'1.125" N 1 1,1.125" FSECOND FL LEV L TOP OF PLATE 10,0" 10'0" TOP OF PLATE Zj� N N N a :n o I I cV a Z O O J o TE P.GL TE P.GL o z TE P.GL TE P.GL � o bi TEM .G- TEM .GL w o w O : x O A 1 1 x I I °I 00 FIRST FL LEVEL 0'0" FL OR QE\/ZL.. M M F OOR LEV 090" FIRST FL LEVEL FIN GRADE —1.0'0" wl —1.0'0" FIN GRADE EY 25'-0" 13'-0" 12'-4" 37'-6" 7'-0" 1❑ ROOF MATERIAL: ❑5 WINDOWS: STANDING SEAM METAL ROOF, MIN CLASS C 56'-10" DOUBLE PANE, VINYL CLAD BY ANDERSEN OR SIMILAR. TYPICAL 4:12 PITCH, UNLESS OTHERWISE NOTED. EGRESS WINDOW SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT MORE THAN 44" ABOVE THE FLOOR. ❑2 GUTTER: 5" 26 GA G.I. PROFILE GUTTER OVER 4 PROPOSED LEFT SIDE/SOUTH ELEVATION © EXTERIOR DOOR: 2x4 SPRUCE FASCIA BOARD DOUBLE PANE, VINYL CLAD BY ANDERSEN OR SIMILAR. ❑3 DOWNSPOUTS: - SCALE: 1/4" = 1'-0" W 2"X4" RECTANGULAR, 26 GA.G.I 0 WINDOW/DOOR TRIM: 1 X KILN DRIED WOOD TRIM ® EXTERIOR WALL: z ® CRAWL SPACE VENT: WOOD SIDING CALCULATION: (2368 S.F./150) x 144 S.I./S.F. = 2273 S.I. W W REQUIRED: 15.8 VENTS (144 S.I. FREE AREA) Q O PROVIDED: 16 VENTS > In 3 1 2 7 4 U3 J M TOP OF ROOF 6'7.875" 5 8 26'7.875 TOP OF ROOF w Q Q El \ LL TOP OF ROOF 23'11.875' TOP OF ROOF E3 W w 23'8.875" O z a \ � z Q _ - TOP OF PLATE 9'1 1.875" 19 11 .875' TOP OF PLATE NJ��o j 0 N \FN�F`op W //2\ TE P.GL TE P.GL F N L N \ O TOP OF R0GA AGE TOP OF ROOF 1 r El TEMP.GL » 14'1.5" \ o0 _ I 00 13 9 TOP OF ROOF In 12'10" TOP OF ROO SECOND FL L EL \ N I °' N I 1V1.1 25" N `�' N 1 1'1.125 SECOND FL LEVEL G AGE TOP OF PLAT o o 10 10 0 I I 10 0 TOP OF PLATE c J; 2 N N Ld TOP—OF PLATE 8'8" _ z_ J 10 rICN I T o 0 IOf i 1 DATE: ISSUE: Ld CV M of 1 1 05.31.2020 PLANNING REVIEW EL o p ao p 1 2 0 00 TEMP.GL TEMP.GL TEMP.GL .16.2020 REVI 1 09.20.2020 REVISION 0 r - O 04 CV lV FIRST FL LEVEL 0'0" `" `" FLO R L EL 0'O" FIRST FL LEVEL r% —L L-- - 0 FIN GRADE —1.09O" I 1 —1.0'0" FIN GRADE PROJECT NUMBER: 10291 9 TITLE: 25'-0" 2'-6" 4'-6" 20'-9" 10'-9" 18'-4" 13'-0" PROPOSED OT RIGHT SIDE / NORTH 7'-0" 49'-10" LEFT SIDE / SOUTH ELEVATIONS SCALE: AS NOTED 3 PROPOSED RIGHT SIDE/ NORTH ELEVATION SHEET: — SCALE: 1/4" = V-0" A3ml Community Development Department Planning Division - Cupertino 22'-6» CUPLRTIN4 APPROVED LI N & LO H Case # R-2020-02 , DESIGN ,LLC A is Approval Body Director/Stafl 20660 STEVENSCREEK BLVD, Approval Date 11/02/20 CA 95014 Signature J �rey Tsumura 650.505.6947 Case Manager Janet Lin linjanet@gmail.00m 0 0 o 0 N BB-292.50 N M Y J Y _I 57' 6" 44'-6" 22'-4 »2' 1 '-9 21'-4" 16'-0" 28'-6" ED R� 01* �JGEN E 40 ----------- ------------------- 1 1 -18.00 NN-93.00 - NO. C-z1919 - --------- N� NO. 11/30/21 T of CA`\�o�� c D -197.33 P- 1 .50 N cV BEDROOM #1 G-358.95 H-221 .25 -391 .11 00 6 BALCONY BED #3 BED M #4 I I FAMILY ROOM DINING ROOM 00 BATH #3 F�5� /7- TH #1 CLOSE N 0-52.0 11 10 MASTER BEDROOM SUITE BONUS ROO 15' 8" 1 M-277.75 KITCHEN `° OWER ROOM PANTRY � �' F-60.92 CC-168.42 I - - N- 0 0 0 0 D-394.33 PAT 0 T 0, 0, W I 5'-0" I n 0 El I LO �; 00 W W H E MANAGE z BATH #4 0 0 CENTER LAUNDRY ROOM 6,_10» WALK HN Q In jZ Q UP CLOSET (b W QQ � CLOSE Q MEl TWO-CAR GARAGE W w Z ao _I K-291 .50 Z OFFICE C-442.67 N CLOSE oN Z L-232.81co N - MASTER BATH N W 6 195.87 1 LIVING ROOM = � N a \ B #2 O A-519.31 00 c c 0 0 J-60.00 ----- ----------- - - - - - - - io 15'-10" qw o" ---- AA-157.50 ----------- _I v ----------------- 2 SECOND FLOOR AREA CALCULATION n DATE: ISSUE: - SCALE: 1/4" = 1'-0" --------- Y SECOND FL.CONDITIONED SPACE TOTAL: 1699.76 05.31.2020 PLANNING REVIEW J 60.00 ZL _ __ 13'-9j" 21'-4" T GARAGE TOTAL: 519.31 Z� K 291.50 07.16.2020 REVISION 09.20.2020 REVISION2 EE-54.33 ------------ A L 232.81 22'-6" 35'-0" U FIRST FL.CONDITIONED SPACE TOTAL: 2335.17 2 M 277.75 B 195.87 N 434.20 57'-6" C 442.67 0 52.00 1 FIRST FLOOR AREA CALCULATION D 394.33 2 P 351.50 E 270.07 2 Z SECOND FL.BALCONY TOTAL: 197.33 PROJECT NUMBER: 10291 SCALE: 1/4" = 1'-0" F 60.92 DD 197.33 TITLE: G 358.95 2 9 ROOF BANES TOTAL: 547.01 1 BE(5433)+FF(64.17)+GG(113.67)+E EI(58.17)+H(40.67)+JJ(18.00)+M26.00) AREA H 221.25 2 LI(2&00)+lrnW53.00,+riri(93.00)=s47.01 CALCULATIONS I 391.11 LOT SIZE 10125 2 Al V FIRST FL COVERED PORCH TOTAL: 157.50 AA 157.50 LOT COVERAGE T(519.31)+U(2335.17) V(157.50)+W(292.50)+X(168.42)+S(547.01)=4019.90 SCALE: W CALIFORNIA ROOM TOTAL: 292.50 A 4019.90/10125=39.701/o < REQUIREMENT 45.0% AS NOTED BB 292.50 F.A.R T(519.31)+U(2335.17)+Y(1699.76)=4554.23 SHEET: 4554.23/10125=44.98% < REQUIREMENT 45.0% X PATIO TOTAL: 168.42 SECOND TO FIRST FLOOR RATIO CC 168.42 Y(1699.76)/M486.67)+U(2367.80)]=59.55°Yo <REQUIREMENT 66.0% A4mO Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# R-2020-025, REVISION A r Approval Body: Director/Staff Approva I Date 11/02/20 Signature effrey Tsumura Case Manager B - Br - B B DV - - - - - - - DV -1 - - - -DV- - - - - - - -DV - - - - - - - DV - - - - C + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C- + + - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - interlocking pavers + + - - - - - - - - - - - - - - bark mulch _ - - - - - - - - + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + + + + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A JINGNI ZHANG + + + + a + + Landscape Designer LANDSCAPE SITE LEGEND , + + + + artificial lawn + + + + + + + - - - - - - - 2759 Glorietta Cir 0 driveway - concrete paving + + + + + + + - - - S California AA ❑2 Interlocking pavers - interlocking pavers T phone: 858-6999685 Privacy Planting Notes: email:jingnizh@gmail.com 0 artificial lawn A The owner has gotten the release of privacy ® sod protection measures from all neighbors. '°` - - - - © - - - - - � 0 wooden deck A - �- - C Please see the attachments. _ _ _ _ _� _ _ _ _ _T PORCH P - © bark mulch - 3 inches deep - - - -R - - - -R - - - - T4 - _ z PLANT LEGEND R - de� _ co ^ z _ W > o KEY QTY BOTANICAL NAME COMMON NAME WUCOLS RATING R _ 0 Q U- - - W BF 19 Bulbine frutescens 'Orange' Orange Stalked Bulbine Low R T Q z _ z C ) N DV 5 Dodonaea viscosa Hopseed Bush Low R _ Cn o w - - T 0 AA 7 Agapanthus africanus Lily of the Nile Low - z CU bark mul- Q RM 7 Rha hiole is minor Indian Hawthorn Low - - - - - - J p p - - - - - PORCH - PT s - - -CT Chondropetalum tectorum Cape Rush Med - bark mulch - - - - - - - - - - - - - - CS CS 3 Calandrinia spectabilis Shining Pink Shining Pink Rock Purslane Low ° a a 141, 4 141, 41 p 4 Phormium 'Yellow Wave' New Zealand Flax 'Yellow Wave' Low a CS ° 41 ,13- Q TJ 7 Trachelospermum jasminoides Star Jasmine Low eX: b -sh concrete paving 1 � 4 � CS _ to st- y- 4 ® � a 4 a PT 5 Pittosporum tenuifolium 'Golf Ball' Golf Ball Pittosporum Low ° �soa� �sod� a 41 41 41 41 .� ex. pal - ree 41 W W 41 CS 5 Cupressus sempervirens Italian Cypress Low -sta - - a 41 41 NV NV DATE 07/12/2020 Gb 1 Ginkgo biloba Maidenhair Tree Med SCALE as noted LANDSCAPE PLAN JOB 0' 5' 10' 1 /8" = 1 '-0" SHEET L 1 of 1 I I I - I I o o O N 5 —-- — 0 -BENCH MARK - - NAIL =350, 2' , N 89°57'30" W N�12 I �M 13 ��i�' =352. 01 509 I � 10 - 135.03 ' EL=351 23 t=350:-4� cn i no i i SCALE : 1 ' = 10 ' LEGEND DESCRIPTION PROPOSED EXISTING s PROPERTY LINE CENTERLINE CURB AND GUTTER SIDEWALK ' a a 'a p STANDARD CITY BARRICADE o CITY SURVEY MONUMENT O i FIRE HYDRANTS z 3 I Cl ELECTROLIER a--C - � 51 ' i QEL=3M-b 1 PULL BOX ■ ❑ - - �- i a.a. -L-25 , 4 43 P G & E SERVICE POINT m m I SANITARY SEWER SS —SS— STORM SEWER ---SD--- ---SD--- I SANITARY MANHOLE •SSMH O SSMH I STORM MANHOLE O ELECTRICAL CONDUIT EDGE OF PAVEMENT I 515 DRIVEWAY Lr EL=350, 77 ° ° 11 EL4351, 56 5' H CON, WALL W/MESH � 524OD 1 Si TREES �1 732_ 733VVv vv 734 - 26 N 89°57'30" W 735 736 71 - 5 523 EL=351. 02 • _ 58— EL=351 37 135.03 7 f. pEL _ 5 7 L=3(1. 92 In SURVEY NOTES 53-6 " 1, MEASURED DISTANCE ( RECORDED DISTANCE); 100, 031' C 100, 00' ) 5 �3a 737 =352, J V -352, 2, MEASURED ANGLE ( RECORDED ANGLE): S 89°03' 20" E (S 89°00' 00" E) �`" 71s ss 71 4352,sa } 3, SET CORNER, CE #C33897 ^� 3 EL352. 76 II E4 P.�EL44 EL=352.68EL=352. 44 7 ^� 111111 0 i i I S 4, CORNERS FOUND • =352.83 741 750 EL-352,5 EL=352, 78 w II 44 E�=354.48 r w� i�° s1 ;; `-' I v� EL=351, 66 EL=351, 08 51 7 518 52.87 I— 712 720 15 _ I 'J CRAWL SPACE Q 71€L=3 C1 52.64 II L=351.e1 1 � � � ��EL=352,68 /1 BASIS [IF BEARINGS `�' \\ J J/1 E05352, 81 r r 1 THE MONUMENT LINE ON ❑LIVE AVENUE WITH THE BEARING OF N 89° 57' 30" W WAS r ` ~ 1( (E) BUILDING, F, F, = 354, 2' ±. OA IN " rr II USED AS THE BASIS OF BEARINGS, o 743 742/ A " o\ 535 -3521 54 EL=352,66 O O \ O I O i BENCH MARK: 1 �j O �zL=353, 15 o #10291 II O USGS T❑P❑ MAP FROM " MYT❑P❑" SITE, 746 MAP SHOWN NEAR THE PROPERTY WITH A CONTOUR OF 350, 0' ±, z EL=352.84 EL=352, 87 z 5='6 \ C�NC, PAT I❑ 71 EL=351. 77 3 U 730 5374 �� •� . E40 g2 541 542 EL 3 43`=70 �.2.60 70435 ,�33s2s ' EL=354,2 L=353, 2FL=35 . 3553'0D\ 548 l �� - l 8' �REE � L-352, 77 Q 74 7 1�4✓l22- 722 3 EL-3 .6 -353.04 EYo3�i3,04 q t33353, 22 �� J` `� �� / _701 `702 ❑ ❑ EL=353. 22 E; -352-4n EL-352.5n REFERENCES: -� U 3 n 22 COUNTY OF SANTA CLARA: M Ln GARA PROPER T Y AREA `� S 1, ASSESSOR' S PARCEL MAP 357-19-043, (EL= 353G+ 10127, 2473 Sq, Ft 0, 2325 Acres CONC, DRIVEWAY 2, RECORD OF SURVEY 203 M 35, sl2 >L=352. 41 3, REC❑RD❑F SURVEY 58 M 40, 530 �� 1� 529 � f 725 724 532 =353. 6 — 352. 8 o 8 EL= 2, 4, RECORD OF SURVEY 647 M 46, EL-353. io EL=353. 46 EL=35 9 5, TRACT # 7728, 557 M 50. E�=35a �- �-� -�, �-- -�. \ � L6352� �352,�92 527 CDNC, PATIO X r —J ` \ 9 I LL=352. 40 � 728 726 727 I � N 89`57'30" ,W/- `/� l �i �/ -� rEL_=352. 85 =353,69 �+3SY78 — yam+ .. .. - 52, 77 +� N — — �,55-M � � ti 521 (✓EL=35 , 25 3' H CON WALL W/ \ , w M P. E 5' H WOOD FENCE T52o Q�pFESS/ 519 EL=352. 47 v •v EL=352, 19 y<v� PT0.1'1�'FZ I N 89*57'1 6" W w No. C33897 m # 10353 U I * EXP. 6/30/2022 v I 88.54 F C L V O O O N ca I OF CA\-\F p o N © N 04m c: REVISI❑NS PROJECT SHT. NAME SHT, NO, 'E ¢ DRAWN BY, APPROVED BY: 611612020 C nNIaOnNIEEI3may mc. DATE1 PR❑J, N❑, 1 0291 IMPERIAL AVENUE I N CUPERT I ND, CA 95014 v EX, T❑P❑, SITE AND PROPERTY CORNERS SURVEY m Q P.0.Box 12468, A. P. N. 357-19-043 DWG. NO. DWG. PLEASANTON, CA.94588 O _ _ TEL:(925)426-8077,FAX(925)4851250 U a z a-+ O O � %� 1. � Q Q Li U Q Q in