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DIR-2022-010 Stamped Project Plans CoFP�aanLi eP Nfn( a 6NATES PROJECT DATA �1SIfY�I� �N Wc�I�AIVUffS FINISHED PRODUCT A.P.N. NO : R-1-03-022 � ❑ 7H �M A G A � J A H [RIEBR OENCEowner ZONING : R-1-10 /J--�� �J /J--�� /J--�� /J--�� /J--��CUPERTINOA)P1PR,0VEJ)3TATE CODES,CITY ORDINANCES, 2.THE�F�nSFA� ILDING PERMIT SHALL NOT NOT BE OCCUPANCY GROUP : R3 - U Ashok & co U Case# RANTEE THAT ALL CODE LAND USE DESIGNATION : Low Density (1-5DU/AC) 1 0 Ll 4,5 [Pa i 'in 2 n n�er Awe .. REQkMJ WNTu9„yI).LR,�f2EFLECTED IN THE DOCUMENTS. NO TYPE OF CONSTRUCTION : V-B sprinklered LI l5 UI�I Awe, Sowjl A rova I Od GUARANTEE OF CONSTRUCTION QUALITY IS IMPLIED OR LOT AREA : 9,379 S.F. O 9 C ga0 1 4 WgY pp YJ "RCHITECTURAL DOCUMENTS.THE 1 C D D /J/=�\`, d TOR SHALL BE ULTIMATELY HABITABLE Approva I I ate REtU FOR ANY OR ALL CONSTRUCTION DEFICIENCIES. EXISTING 1st FL : 1,079 SF Signature 3EMi1811DIki8EDDffatNITION :THESE PLANS ARE A"BUILDER 1st FL. NEW ADD (PHASE 1 ORIGINAL) : 1,275 SF SET", ITO tff AIaWrINFORMATION FOR BUILDING PERMIT 1st FL. NEW ADD (PHASE 2 - REV. #2) 136 SF AND GENERAL CONSTRUCTION PURPOSES ONLY.THEY ARE 1 st FL. NEW ADD (PHASE 3 - REV. #4) 600 SF NOT EXHAUSTIVELY DETAILED NOR ARE FULLY SPECIFIED. 2nd FL. NEW ADD (PHASE 3- REV. #4) 523 SF + THIS HAVE BEEN PRODUCED FOR THE USE OF A TOTAL CONDITIONED FLOOR AREA : 3,613 SF KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY, SUB-TOTAL PHASE 3 NEW ADD : 1,123 SF SELECT, SOLVE,AND INSTALL ALL MATERIALS&EQUIPMENT CORRECTLY. NON-HABITABLE °°°0 ° (E) ± 6' WOOD FENCE N46110'43"W 70.00' ° 4. BY EXECUTING CONTRACTS, PRIOR TO COMMENCING ANY (E) GARAGE TO BE DEMOLISHED 445 SF 1 WORK OR ORDERING ANY MATERIAL,CONTRACTOR - -- -- -- -- -- -- -- -- -- -- -- - REPRESENT THAT THEY HAVE: (NOT COUNTED IN TOTAL NON-HABITABLE) PP I THE AC UNITS AND LOCATIONS ARE NOT 4.1.VERIFIED EXISTING JOB SITE CONDITIONS AND PATIO (PHASE 2) 75 SF 1 1 APPROVED AS PART OF THIS PERMIT AND WILL BE SURROUNDINGS, LOCATIONS OF ALL UTILITY LINES, PORCH NEW ADD (PHASE 3) 54 SF 1 1 ' ' EVALUATED FOR COMPLIANCE WITH THE CONDUITS,SURFACE OR SUBSURFACE STRUCTURES, ETC. GARAGE NEW ADD (PHASE 3) 478 SF + I I I I COMMUNITY NOISE ORDINANCE DURING BUILDING AND OF ANY NATURE THAT MAY BE AFFECTED BY THE 1 (E)REAR TOTAL NON-HABITABLE FLOOR AREA 607 SF PERMIT REVIEW r , WORK AND MADE DUE ALLOWANCES FOR DIFFICULTIES. SUB-TOTAL PHASE 3 NEW ADD 532 SF I 1TT3., °0. 19 /z' ' SST FL. V 4.2.CONTRACTOR TO VERIFY ALL MEASUREMENTS SHOWN ON THESE DRAWINGS WHICH SUPERCEDES SCALE OF I Ta 2 20'-OYz' STORM WATER SURFACE OR ROOF DRAINS, DRAWINGS. GRAND TOTAL HABITABLE + NON HABITABLE I to 10" FL1100.8 1 OTHER GENERAL SURFACE WATER RUNOFF, OR 5.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PHASE 1-2-3 : 3,613 + 607 : 4,220 SIF 1 1 ' CONDENSATION FROM ANY RESIDENTIAL HVAC ARCHITECT NC OWNER OF ANY CONFLICTS, P I I I EQUIPMENT SHALL NOT BE DISCHARGED TO THE INCONSISTENCIES THEY DISCOVER WITHIN THE DRAWINGS PROPOSED LOT COVERAGE : 1 � OR EXISTING FIELD CONDITION PRIOR TO CONTINUE THE I I SANITARY SEWER �- 4,218 SF/9,379 SF x 100% =44.97 % I 1 GRASS 1 1 • WORK IN THE AFFECTED AREA. IF THE AFFECTED AREA EE - - - - - - - - - - WORK IS CONTINUED WITHOUT ARCHITECT/ENGINEER EXISTING LOT COVERAGE : I I xti�y D.S. I I PATIO ° I D.S. 1 1 PENINSULAR AVE. WAS RECENTLY PAVED; r O CLARIFICATION, INSTRUCTION,THE CONTRACTOR SHALL BE 3,751 SF/9,379 SF x 100% = 39.99 % °v THEREFORE, A STREET CUT MORATORIUM IS IN SOLELY RESPONSIBLE FOR ANY CHANGES, DEFECT. I X°°(E)REAR PROPOSED FLOOR AREA RATIO : 2 PLACE FOR A PERIOD OF THREE EARS. HOWEVER, 6.THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY I AND DEFEND THE ARCHITECT AND HIS/HER CONSULTANTS SETBACK I SWALE I I SWALE EXCEPTIONS CAN BE GRANTED WITH PROPER 4,220 SF/9,379 SF x 100% =44.99 % 1ST FL. I I 1 1 PAVEMENT RESTORATION SUCH AS SLURRY SEAL. FROM ANY ACTION INITIATED BY THE OWNER OR ANY 1 1 ° SUB-SEQUENT OWNERS FOR CONSTRUCTION EXISTING FLOOR AREA RATIO : 54'-1" 1 1 I I 1 1 (N)REAR THEREFORE, ADDITIONAL COST MAY BE ADDED TO DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS 3,105 SF/9,379 SF x 100% = 33.10 % I I I I I I SETBACK 2ND FL. ANY UTILITY WORK IN THE PAVEMENT. WHICH MAY BE BEYOND THE CONTROL OF THE ARCHITECT I I I I 1 1 AND ITS ASSOCIATES CONSULTANT. AFES SPRINKLER PROVIDED: NFPA 13D SYSTEM I I 1 1 81-9 •�, •.--1 ., 7.CONTRACTOR SHALL ACCEPT AND MAINTAIN THE EXISTING I I CONTRACTOR SHALL PROTECT EXISTING TREE M � 0 SETBACK ALLOWED PROPOSED � SITE,SURROUNDING,CONDITION.AND PROTECT NEW AND I I L I I AND TREE ROOTS FROM ANY DAMAGE. TREE EXISTING WORK, EQUIPMENT, MATERIALS. DAMAGES d 2 I 1 p g I I PROTECTION SHALL BE INSTALLED PER CITY CAUSED BY CONTRACTOR NEGLECTNESS,SHALL BE < I °° I STANDARD DETAIL 6-4. F-i •'"� REPAIRED, REPLACE AS GOOD CONDITON AS BEFORE,AT SIDE YARDS MIN 5'-0" (N) LEFT 5'-7Y2" I L 99.8 I I X0° (N)SIDE THE EXPENSE OF THE CONTRACTOR. 1 st STORY TOTAL 15'-0" (N) RIGHT 9'-4Y2" 1 I �7'-1OY2" SETBACK �• r Ln 8. DEMOLITION SHALL BE DONE IN A SAFE, ORDERLY MANNER (N)TOTAL 15'-0" I 1 I I 1 1ST FL. CALGREEN 2019 MEASURES 1:)-4 WITHOUT DAMAGING TO OTHER PARTS OF THE PREMISES IST FL. ROOF O OR ADJACENT PROPERTIES.ALL DEMOLISHED/REMOVED I 5%SLOPE OVERHAN .4.106.2 GS I ' 9'_4/2 2nd STORY MIN 15'-0" (N) LEFT 17'-0%" ATPH'V°MNRETE ITEMS SHALL BE DISPOSED OFF BY THE CONTRACTOR PER 1 ORaNas s PATIO I CG TOTAL 30-0N 1 "'sT R'°ALw" I 1 1 •rl CITY OF CUPERTINO CONSTRUCTION&DEMOLITION WASTE (N) RIGHT 15-2 0 I j I o CONTRACTOR TO IMPLEMENT MANAGEMENT ORDINANCE,AND VERIFY WITH THE OWNER (N)TOTAL 32'-2Y2" - - - - - - - $- - - - - D.s. I� STORMWATER DRAINAGE DURING ON ITEMS TO BE SAVED AND STORED.ALL REMOVED ITEMS FRONT YARD CONSTRUCTION TO BE SAVED FOR REUSE SHALL BE HANDLED WITH CARE. 1st STORY MIN 20' (N) >20'-O" ' r I� 1_ I II SLOPE D.S.I I 1 Al )CONCRETE J PAVEMENT 2nd STORY MIN 25' (N) >25'-0" 2 1T° `^w^° 1� CG 4.106.3 ° I� I II I 1 "� 1 FINISH GRADE TO SLOPE 5/0 WITHIN 10' AWAY FROM FOUNDATION Q REAR YARD I la I I I I 2 z 1st STORY MIN 20' (N)20'-0%" o N I I I I >;�I �L- 2nd STORY MIN 25' (N) 81'-9" I I I I �I � LEGEND: Lu I I 1 4 1+ 1w COMMUNITY DEVELOPMENT DE RTMENT � I I I I 1 10'N v(N)SIDE EXISTING HOUSE BUILDING DIVISION-COPE TINO PROJECT CONSULTANT SHEET INDEX � I i L 1 2ND FL. ROOF I I ; SETBACK CD APPROVED I O 11'-9" O 1st BUILDING PERMIT + 2 I 1 OVERHANGS I Th set of plans and specifications MUST be ke t at the job 1 TITLE SHEET, SITE PLAN, NOTES 1 O I 1 I I I D.S. 1 1 site wring construction.It is unlawful to make an changes or PROJECT DESIGNER-CONTACT PERSON A 1.1 BEST MANAGEMENT PRACTICES 3'-2Yz''1 _ _ _ 1 1 BUILDING PERMIT alt ations on same,or to deviate therefrom,with ut approval 1 I _ _ _ from the Building Official, KRISLANI MULIA A 2 EXISTING + DEMO FLOOR PLAN I I \ I I 2O REVISION PHASE 2 T/F 510.252.1212 A 2.1 EXISTING ELEVATIONS l I \ I 1 1 Th sP.RQdF;ffFhis plan and specifications SH ILL NOT be 3484 MISSION VIEW DR. 1 1 ' \ I 1 (N)SIDE Id to permit or to be an approval of the viola n of any A 3 PROPOSED 1st FLOOR PLAN 1 oQ I J 13'-8" 3 1ST FLOOR provision of any City Ordinance or State aw. FREMONT, CA 94538 A 3.1 PROPOSED 2nd FLOOR PLAN FENCE X� I \\ I i - - - SETBACK O BUILDING PERMIT PHASE 3 J e c I A 3.2 1st& 2nd FLOOR AREA CALCULATIONS I I 2ND FL. BY STRUCTURE ENGINEER : A 4 ROOF PLAN (N)SIDE I 47- 15-2 2ND FLOORDA oaio�i22 DAN L. CHEN S.E. A 5 SECTIONS SETBACK 1 2FL. (N)SIDE BUILDING PERMIT PHASE 3 PE IT NO B-2018-1010 T 510-579-8230 A 5.1 SECTIONS 2ND FL. 1 Y2" SETBACK MASTERS CT. FREMONT, CA 94539 31'-7 °h 5%;SLOPE A 6 ELEVATIONS 1ST FL. A 7 ELEVATIONS (N)SIDE x� °° I I 9'-4Yz' (E) ELECTRIC METER CIVIL ENGINEER : 5" S P / / \ Y 1 1 ® ( ) A 8.1 1st FLOOR RCP + ME PLAN SETBACK 1 2 I E G T N GAS H.G. C-MPUED &ASSOCIATES A 8.2 2nd FLOOR RCP + ME PLAN 1ST FL. / / (�)PORN I I 1FENCE (N)TELEPHONE J.B. SHEET TITLE 5'-7Yz" °5 o I I F T 408-338-7115 A 9 ARCHITECTURAL DETAILS ° I ° \ \ P.O. BOX# 1740, ROSEVILLE, CA 95678 A 9.1 ARCHITECTURAL DETAILS / x I I 1 1 (E)WATER METER 1 EXISTING CONCRETE / A11 MATERIAL BOARD PAVEMENT TO BE REMOVED I I I 1 1 COVER AND REPLACED WITH T WIDE (E)S.S. (E) SANITARY SEWER LANDSCAPE STRIP ALONG -°�- I SHEET EN 1 TITLE 24 THE SIDE YARDS. __ X - xL L ° - - - - - - J hours: construction activities shall be limited to the following EN 2 TITLE 24 �� _� r r °Q 3 i i GROUND i GARBAGE, ORGANIC, °° 2 or ga RECYCLE CART EN 3 TITLE 24 FL99.1 '- � O __�__ Monday through Friday : 7 AM to 7 PM ai t° O A 41" I -- -- 1 1 FL 99.9 Saturday : 9 AM to 6 PM a d a area I 1 Lp LIGHT POLE Sundays & Holidays : No construction activities allowed L 0 LANDSCAPE PLAN _ 0 \ °S. I Ds. L 1 PLANTING PLAN ° 11 Al L2 IRRIGATION PLAN _ � X� T-1 _ _ _ __ _- - N °ti o (TYP.) dipin to 2 (N)FRONT Z ' & associates VICINITY MAP 2 I x14 I ndscap!area SETBACK PHASE 1 - S 1 GENERAL NOTES GRASS al 2ND FL. design services 16.53' ='e ens le w°nde,n PHASE 1 - S 2 FOUNDATION PLAN a Y 1 x� 30'-3° T 510.252.1212 Chinese Scr (E) CONCRETE DRIVEWAY 1 Email : krism2l@gmail.com 0 PHASE 1 -S 3 ROOF FRAMING PLAN � I SETBACK Apartments PHASE 1 - S 4 STRUCTURAL DETAILS °T2 1�1 8'-9" 1 1 18' z°T_ �TYP) (N)FRONT PHASE 1 - S 5 STRUCTURAL DETAILS o j3Q 00� 0 10" °°5 g 1 1ST FL. X� 2o'-5Yz" SITE PLAN People Greys PHASE 2 - S 1 GENERAL NOTES 2 PHASE 2 - S 2 REV FOUNDATION PLAN BEGIN OF FENCE °moo °° .0 1 I SCALE 1"= 10'-0" Fwy `°� PHASE 2 - S 3 REV ROOF FRAMING PLAN ,, °� ��, xl�p 1 may, t°745 Peninsular Avenue PHASE 2 - S 4 REV STRUCTURAL DETAILS -- ® p l zZ.23' �-- N46°10'43"W 23.73 PHASE 2 - S 5 REV STRUCTURAL DETAILS °o 0101, R = 70. -- -- GRAPHIC SCALE REVISION �`°sPaF 10 0 5 10 20 Wy czon.o. PHASE 3 - S 1 GENERAL NOTES °�� 1 1Q 12-10-21 BP 1Cres � PHASE 3 -S 2 FOUNDATION PLAN °Q v� - BEGIN OF FENCE PHASE 3 - S 3 ROOF FRAMING PLAN 02-25 22 BP 2Cres PHASE 3 - S 4 STRUCTURAL DETAILSIN FEET ) PHASE 3 -S 5 STRUCTURAL DETAILS 1.50' ROLL CURB Q PHASE 3 - S 6 STRUCTURAL DETAILS somer5ei Park PHASE 3 - S 7 STRUCTURAL DETAILS PHASE 3 -WSW 1 STRONG WALL DETAILS PHASE 3 -WSW 2 STRONG WALL DETAILS PENINSULAR AVENUE (60 ' 4 R/W) 3Dh 06/24/2020 APPLIED CODES SCOPE OF WORKS 2019 CALIFORNIA BUILDING CODE PHASE 1 : FIRE SAFETY NOTES: 2019 CALIFORNIA RESIDENTIAL CODE (CRC) TO BUILD TO AN EXISTING ONE STORY SINGLE FAMILY DATE 06.24.2020 1 RESIDENCE: 1 O Fire Sprinklers Required: An automatic residential fire sprinkler system shall be installed in one and two-family dwellings as O Water Supply Requirements: Potable water supplies shall be protected from contamination caused by fire protection water 2019 CALIFORNIA ELECTRICAL CODE - NEW ADD 1,275 SF HABITABLE AREA follows: In all new one-and two-familydwellings and in existing one and two-family dwellings when additions are made that supplies. It is the responsibility of the applicant and an contractors and subcontractors to contact the water purveyor DRAWN BY km 2019 CALIFORNIA MECHANICAL CODE g g y g pp p y pp y p y 2019 CALIFORNIA PLUMBING CODE - NEW ADD 75 SF PATIO increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be SCALE AS SHOWN 2019 CALIFORNIA ENERGY CODE not total more than 1,000 square feet of building area. NOTE: The owner(s), occupant(s)and any contractor(s)or incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or SHEET PHASE 2 : subcontractor(s)are responsible for consulting with the water purveyor of record in order to determine if any modification or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE _ NEW ADD 136 SF HABITABLE AREA upgrade of the existing water service is required. A State of California licensed (C-16) Fire Protection Contractor shall the otable water supply of the purveyor of record. Final approval of the systems) under consideration will not be granted 2019 CALIFORNIA FIRE CODE submit plans, calculations, a completed permit application and appropriate fees to this department for review and appr CbWERTi M compliance with the requirements of the water purveyor of record are documented by that purveyor as THE PHASE 3 : prior to beginning their work. CRC Sec. 313.2 as adopted and amended by CUPMC. Note: Please be advised the spri Buiftfl,4g"gr fflbh`.0 the applicant(s). 2016 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. CITY OF CUPERTINO MUNICIPAL CODES - DEMOLISH 445 SF EXISTING GARAGE requirements are per City of Cupertino Municipal code classifying the building as new. A-1 LIST OF DIFFERED SUBMITTAL: - NEW ADD 600 SF HABITABLE AREA ON 1ST. FL. O Address identification. New and existing buildings shall have approved address numbers, building numbers or approved - FIRE SPRINKLER - NEW ADD 523 SF HABITABLE AREA ON 2ND. FL. O Construction Site Fire Safety: All construction sites must comply with applicable provisions of the CFC Chapter 33 and%VIEWED FO%ERR gCigg�illiffii� placed in a position that is plainly legible and visible from the street or road fronting the property. - NEW ADD 54 SF FRONT PORCH Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate toft)6ewed By: shall contrast with their background. Where required by the fire code official, address numbers shall be - NEW ADD 478 SF GARAGE project. CFC Chp. 33. Date: 04/04/22 provided in additional approved locations to facilitate emergency response. Community De Yl"P o OPTES PROJECT DATA PlIaanLiiOg irKaLq�N WRfl;NU flS FINISHED PRODUCT A.P.N. NO : 326-03-022 M M D owner CUPERTIN4 SHALL CAPPR-C3'VWTATE CODES,CITY ORDINANCES, ZONING : R-1-10 2.THE=F 4 g ILDING PERMIT SHALL NOT NOT BE OCCUPANCY GROUP : R3- U Ashok & Case # CO RANTEE THAT ALL CODE LAND USE DESIGNATION : Low Density(1-5DU/AC) O Cl �� nn� ��n n��� �n .. REC�ko�R;7�hT,�-m1 LRnFS�EFLECTED IN THE DOCUMENTS. NO TYPE OF CONSTRUCTION : V-B sprinklered CI LP a�� l�l Awe, SQW11 GUARANTEE OF CONSTRUCTION QUALITY ISM IMPLIED OR LOT AREA : 9,379 S.F. ^ � O 9 ^ ��O A rova I od G N To SHALL BEULRAL DTOIMAMELYTS.THE C IE C pp Y � �N� HABITABLE 0 O 0 d Approva I C ate RE_1*Q§WU FOR ANY OR ALL CONSTRUCTION DEFICIENCIES. EXISTING 1st FL : 1,079 SF Signature I 3 ftM k 8ftDEWNITION :THESE PLANS ARE A"BUILDER 1st FL. NEW ADD (PHASE 1 ORIGINAL) : 1,275 SF SET", ITOVArINFORMATION FOR BUILDING PERMIT 1st FL. NEW ADD (PHASE 2- REV. #2) 136 SF AND GENERAL CONSTRUCTION PURPOSES ONLY.THEY ARE 1st FL. NEW ADD (PHASE 3- REV. #4) 600 SF NOT EXHAUSTIVELY DETAILED NOR ARE FULLY SPECIFIED. 2nd FL. NEW ADD (PHASE 3- REV. #4) 523 SF + THIS HAVE BEEN PRODUCED FOR THE USE OF A TOTAL CONDITIONED FLOOR AREA : 3,613 SF KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY, SUB-TOTAL PHASE 3 NEW ADD : 1,123 SF SELECT,SOLVE,AND INSTALL ALL MATERIALS&EQUIPMENT CORRECTLY. NON-HABITABLE ! ,5'(E) ± 6' WOOD FENCE N46°10'43"W 70.00' e 4. BY EXECUTING CONTRACTS, PRIOR TO COMMENCING ANY (E) GARAGE TO BE DEMOLISHED 445 SF WORK OR ORDERING ANY MATERIAL, CONTRACTOR - -- -- -- -- -- -- -- -- -- -- -- - REPRESENT THAT THEY HAVE : (NOT COUNTED IN TOTAL NON-HABITABLE) PP THE AC UNITS AND LOCATIONS ARE NOT 4.1.VERIFIED EXISTING JOB SITE CONDITIONS AND PATIO (PHASE 2) 75 SF , , I APPROVED AS PART OF THIS PERMIT AND WILL BE SURROUNDINGS, LOCATIONS OF ALL UTILITY LINES, PORCH NEW ADD (PHASE 3) 54 SF I EVALUATED FOR COMPLIANCE WITH THE CONDUITS,SURFACE OR SUBSURFACE STRUCTURES, ETC. GARAGE NEW ADD (PHASE 3) 478 SF + I I I I COMMUNITY NOISE ORDINANCE DURING BUILDING AND OF ANY NATURE THAT MAY BE AFFECTED BY THE (E)REAR TOTAL NON-HABITABLE FLOOR AREA 607 SF , , I PERMIT REVIEW WORK AND MADE DUE ALLOWANCES FOR DIFFICULTIES. I I SETBACK SUB-TOTAL PHASE 3 NEW ADD 532 SF I °. 19'-7Y2" 4.2. CONTRACTOR TO VERIFY ALL MEASUREMENTS SHOWN 1ST FL. ON THESE DRAWINGS WHICH SUPERCEDES SCALE OF I T4 20'-02" STORM WATER SURFACE OR ROOF DRAINS, �1 DRAWINGS. GRAND TOTAL HABITABLE + NON HABITABLE , 0To 0101, FL1100.8 1 OTHER GENERAL SURFACE WATER RUNOFF, OR �•y 5.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PHASE 1-2-3 : 3,613 + 607 : 4,220 SF 1 CONDENSATION FROM ANY RESIDENTIAL HVAC ARCHITECT OR OWNER OF ANY CONFLICTS, I I I EQUIPMENT SHALL NOT BE DISCHARGED TO THE INCONSISTENCIES THEY DISCOVER WITHIN THE DRAWINGS PROPOSED LOT COVERAGE : SANITARY SEWER OR EXISTING FIELD CONDITION PRIOR TO CONTINUE THE 1 I 1 1 • 4,218 SF/9,379 SF x 100°/G = 44.97 % GRASS � � WORK IN THE AFFECTED AREA. IF THE AFFECTED AREA - - - - - - - - - - WORK IS CONTINUED WITHOUT ARCHITECT/ENGINEER EXISTING LOT COVERAGE : I I ° �� D S. I PATIO I D.S. PENINSULAR AVE. WAS RECENTLY PAVED; r O CLARIFICATION, INSTRUCTION,THE CONTRACTOR SHALL BE 3,751 SF/9,379 SF x 100°/G = 39.99 °/G `° THEREFORE, A STREET CUT MORATORIUM IS IN Ln X �° SOLELY RESPONSIBLE FOR ANY CHANGES, DEFECT. (E)REAR PLACE FOR A PERIOD OF THREE EARS. HOWEVER, 6.THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY PROPOSED FLOOR AREA RATIO AND DEFEND THE ARCHITECT AND HIS/HER CONSULTANTS SETBACK I SWALE I I I SWALE EXCEPTIONS CAN BE GRANTED WITH PROPER 4,220 SF/9,379 SF x 100% =44.99 % 1ST FL. I I 1 1 FROM ANY ACTION INITIATED BY THE OWNER OR ANY 1 I PAVEMENT RESTORATION SUCH AS SLURRY SEAL. SUB-SEQUENT OWNERS FOR CONSTRUCTION EXISTING FLOOR AREA RATIO : 54'-r' 1 I I I (N)REAR THEREFORE, ADDITIONAL COST MAY BE ADDED TO DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS 3,105 SF/9,379 SF x 100% = 33.10 % I I I I I I SETBACK ANY UTILITY WORK IN THE PAVEMENT. WHICH MAY BE BEYOND THE CONTROL OF THE ARCHITECT 2ND FL. AND ITS ASSOCIATES CONSULTANT. AFES SPRINKLER PROVIDED: NFPA 13D SYSTEM 1 I I I 1 1 81 9 CONTRACTOR SHALL PROTECT EXISTING TREE •r, ''� 7. CONTRACTOR SHALL ACCEPT AND MAINTAIN THE EXISTING O SITE,SURROUNDING,CONDITION.AND PROTECT NEW AND SETBACK ALLOWED PROPOSED I I L_ AND TREE ROOTS FROM ANY DAMAGE. TREE EXISTING WORK, EQUIPMENT, MATERIALS. DAMAGES °�i I I D.S. PROTECTION SHALL BE INSTALLED PER CITY �) ^� �j CAUSED BY CONTRACTOR NEGLECTNESS, SHALL BE r I °�°O I STANDARD DETAIL 6-4. 5' REPAIRED, REPLACE AS GOOD CONDITON AS BEFORE,AT SIDE YARDS MIN -0" (N) LEFT 5'-7/2" x0 I FL 99.s I I 1°G (N)SIDE ' ^ THE EXPENSE OF THE CONTRACTOR. 1 St STORY TOTAL 15'-0" (N) RIGHT 9'-4%" I I �7' 10Yz"1 SETBACK u I VJ 8. DEMOLITION SHALL BE DONE IN A SAFE,ORDERLY MANNER (N)TOTAL 15-0" I I I I 161 FL. CALGREEN 2019 MEASURES WITHOUT DAMAGING TO OTHER PARTS OF THE PREMISES IST FL. ROOF OR ADJACENT PROPERTIES.ALL DEMOLISHED/REMOVED 1 „ I AT(E%SLOPE CONCRETE OVERHANGS I I D 9'-4/2 2nd STORY MIN 15-0 N LEFT 17-0/2 PAVEMENT , , ITEMS SHALL BE DISPOSED OFF BY THE CONTRACTOR PER ( ) OR-T. PATIO I I CG.4.106.2 0 V TOTAL 30'-0" N RIGHT 15'-2" "'sT"'�""""° 1 1l • CITY OF CUPERTINO CONSTRUCTION&DEMOLITION WASTE ( ) 1" a I � CONTRACTOR TO IMPLEMENT MANAGEMENT ORDINANCE,AND VERIFY WITH THE OWNER (N)TOTAL 32-2/ I - - - - - - - $- - - - - I D S I� STORMWATER DRAINAGE DURING �1 ON ITEMS TO BE SAVED AND STORED.ALL REMOVED ITEMS FRONT YARD 1= CONSTRUCTION TO BE SAVED FOR REUSE SHALL BE HANDLED WITH CARE. 1 st STORY MIN 20' (N) >20'-O" F_ I _J D.S. I II I I SLOPE I h J E)CONCRETE o 2nd STORY MIN 25' (N) >25'-0" I 1R°"°"`WAY 1� ° • CG 4.106.3 FINISH GRADE TO SLOPE 5/o REAR YARD J I I I I I z WITHIN 10'AWAY FROM FOUNDATION 1st STORY MIN 20' (N) 20'-0%2" I IN I I I I I I IQ 2nd STORY MIN 25' (N) 81'-9" I I I I I o0 � II I I I I LEGEND: I z , al i ( 3 uj o I I I I I 10,_`" �(N)SIDE EXISTING HOUSE CD 1 I I I I SETBACK PROJECT CONSULTANT SHEET INDEX 1 I O I 2ND FL. ROOF I I , , 1ST FL. II 2 I I OVERHANGS I 11'-9" O 1st BUILDING PERMIT A l TITLE SHEET, SITE PLAN, NOTES LT O I I I I I D.s. PROJECT DESIGNER-CONTACT PERSON A 1.1 BEST MANAGEMENT PRACTICES 1 3'�2'I _ _ _I _ _ _ 1 1 F2 BUILDING PERMIT KRISLANI MULIA A 2 EXISTING + DEMO FLOOR PLAN I I REVISION PHASE 2 T/F 510.252.1212 I I PROJECT A 2.1 EXISTING ELEVATIONS - J I l i I I (N)SIDE 1ST FLOOR 3484 MISSION VIEW DR. A 3 PROPOSED 1st FLOOR PLAN it °' FREMONT, CA 94538 A 3.1 PROPOSED 2nd FLOOR PLAN FENCE1�1 _ x� _ - - - - - - r - - 1 13'8" SETBACK O BUILDING PERMIT PHASE 3 A 3.2 1 st&2nd FLOOR AREA CALCULATIONS I 1 l i 2ND 2 L. ADDITION STRUCTURE ENGINEER : (N)SIDE 2ND FLOOR A 4 ROOF PLAN i N SIDE 2FL. BUILDING PERMIT PHASE 3 DAN L. CHEN S.E. A 5 SECTIONS 2ND FLK 1 2FL. 1 I 1T-10Y2" SETBACK T 510-579-8230 A 5.1 SECTIONS MASTERS CT. FREMONT, CA 94539 A 6 ELEVATIONS 31-7 5%SLOPE i 1ST FL. a5 A 7 ELEVATIONS (N)SIDE X� °°? I 1 I 9'-aYz" (E) ELECTRIC METER SETBACK 1 z° / E G N GAS SHEET TITLE CIVIL ENGINEER : A 8.1 1st FLOOR RCP + ME PLAN 5o ( ) o� N TELEPHONE J.B. H.G. C-MPUED &ASSOCIATES A 8.2 2nd FLOOR RCP + ME PLAN 15����� � ,.w (E) PORCH 1 � ' FENCE ( ) T 408-338-7115 A 9 ARCHITECTURAL DETAILS / 1 P.O. BOX# 1740, ROSEVILLE, CA 95678 I , , ( ) A 9.1 ARCHITECTURAL DETAILS / X E WATER METER EXISTING CONCRETE � A11 MATERIAL BOARD PAVEMENT TO BE REMOVED Oa /� �-_ 1 5 I I I COVER AND REPLACED WITH T WIDE e - e 1 °�e I E S.S. (E) SANITARY SEWER SHEET EN 1 TITLE 24 HE LANDSCAPE CAASTRIP ALONG _ _ _ _ _ _ _ J x ) All construction activities shall be limited to the following EN 2 TITLE 24 - °Q I i GROUND i GARBAGE, ORGANIC, - RECYCLE CART hours: _EN 3 TITLE 24 FL 99.1 O 3Monday through Friday : 7 AM to 7 PM ° A A Saturday : 9 AM to 6 PM a area 1 I4-_J FL 99.9 L 0 LANDSCAPE PLAN � 1 Lp LIGHT POLE Sundays & Holidays : No construction activities allowed L 1 PLANTING PLAN = _ _ 0 _ D.S. ,o L 2 IRRIGATION PLAN F T 1 - - - - - - - dlpin to , (N)FRONT ��yy w � N (TYP.) l�uy &associates VICINITY MAP I ndscapcarea i SETBACK SUMMARY OF CHANGES aeslgn services °° 2ND 1 L. � PHASE 1 -S 1 GENERAL NOTES �Y I � GRASS �1 29'a/2° T 510.252.1212 PHASE 1 -S 2 FOUNDATION PLAN X 16.53' 0 o PHASE 1 -S 3 ROOF FRAMING PLAN (E) CONCRETE DRIVEWAY 1 Apartments - v (N)FRONT PHASE 1 -S 4 STRUCTURAL DETAILS 1�1 s'-91, 1s'-1Wly2.'TTYP)`,�' I SETBACK OVERALL FRONT ELEVATION: Email : krlsm2l@gmaII.com 4 PHASE 1 -S 5 STRUCTURAL DETAILS T2 5 X 1ST FL. • THE MODIFICATION IS PROPOSED TO HAVE A MORE MODERN LOOK AND CLEANER 130.00, 0101, 1 20'-5Y2' SITE PLAN GEOMETRIES, WITHOUT COMPROMISING THE ARCHITECTURE STYLE CONSISTENCY WITH P-PIEGrevs PHASE 2-S 1 GENERAL NOTES ; 6 I THE SURROUNDING NEIGHBORS. PHASE 2-S 2 REV FOUNDATION PLAN - ��' �Op� i +, 1 SCALE 1"= 10'-0" F d,, BEGIN OF FENCE �� °°6° I "} PHASE 2-S 3 REV ROOF FRAMING PLAN °a °0 X� 1 FRONT PORCH: .10745 Peninsular Avenue -- - N46°10'43"W 23.73 • THE ORIGINAL GABLE ROOF AND THE TWO LEDGER-STONE-CLAD PILLARS WAS ® a PHASE 2-S 4 REV STRUCTURAL DETAILS T1 Z3' R = 70- , -- -- GRAPHIC SCALE PHASE 2-S 5 REV STRUCTURAL DETAILS °0� 10" ELIMINATED AND MODIFIED WITH THE CLEANER U-SHAPE PORTAL. REVISION 10 0 5 10 20 • THE GABLE WINDOW INSERT ON TOP OF THE MAIN ENTRANCE DOOR WAS ELIMINATED. PHASE 3-S 1 GENERAL NOTES °0°�� 1 • ROOF SLOPE WAS ADJUSTED FROM 4:12 TO 3.5:12. 1Q 12-10-21 BP 1Cres PHASE 3-S 2 FOUNDATION PLAN Q BEGIN OF FENCE PHASE 3-S 3 ROOF FRAMING PLAN U)_ HOME OFFICE FRONT WALL: 2Q 02-25-22 BP 2Cres c�"Q sr�P II>3 PHASE 3-S 4 STRUCTURAL DETAILS e �Q °�e • THE ORIGINAL MORE TRADITIONAL BAY WINDOW WAS REPLACED WITH SIMPLER ( I N FEET ) 'cl PHASE 3-S 5 STRUCTURAL DETAILS 1.50' ROLL CURB CANTILEVERED BOX WINDOW. THE OVERALL FRONT WINDOW OPENING DIMENSION WAS Q3 05-12-22 PL Rev PHASE 3-S 6 STRUCTURAL DETAILS REDUCED FROM THE ORIGINAL 8'-9" (WIDTH) X 5'-9" (HEIGHT)TO 6- (WIDTH)X 6' (HEIGHT). r Somerset Park PHASE 3-S 7 STRUCTURAL DETAILS • THE ORIGINAL ROOF FOR THE BAY WINDOW WAS ELIMINATED. Q 4 STaNin90` A PHASE 3-WSW 1 STRONG WALL DETAILS PENINSULAR AVENUE (60 ' R/W) PHASE 3-WSW 2 STRONG WALL DETAILS STAIRCASE FRONT WALL: • THE STAIRCASE FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. 3nh 06/24/2020 • THE ORIGINAL TWO "LANTERN-STYLE"WINDOWS WERE REPLACED WITH ONE SIMPLER CONTINUOUS VERTICAL WINDOW. • THE INTERMEDIATE ROOF SEPARATING L1 & L2 STAIRCASE FRONT WALL WAS ELIMINATED APPLIED CODES SCOPE OF WORKS TO ACCOMMODATE THE PLACEMENT OF THE PROPOSED ONE CONTINUOUS VERTICAL WINDOW. • THE ORIGINAL GABLE ROOF ON TOP OF THE STAIRCASE MASSING WAS ELIMINATED AND 2019 CALIFORNIA BUILDING CODE PHASE 1 : FIRE SAFETY NOTES: KEPT AS ROOF-LESS MASSING FOR CLEANER LOOKS AND SIMPLER L2 ROOF 2019 CALIFORNIA RESIDENTIAL CODE (CRC) TO BUILD TO AN EXISTING ONE STORY SINGLE FAMILY CONFIGURATION. DATE 06.24.2020 RESIDENCE: O Fire Sprinklers Required: An automatic residential fire sprinkler system shall be installed in one and two-family dwellings as O Water Supply Requirements: Potable water supplies shall be protected from contamination caused by fire protection water 2019 CALIFORNIA ELECTRICAL CODE - NEW ADD 1,275 SF HABITABLE AREA follows: In all new one-and two-family dwellings and in existing one and two-family dwellings when additions are made that supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor 2ND/ FLOOR BEDROOM FRONT WALL: DRAWN BY km 2019 CALIFORNIA MECHANICAL CODE - NEW ADD 75 SF PATIO increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be • THE 2ND/ FLOOR BEDROOM FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS SCALE AS SHOWN 2019 CALIFORNIA PLUMBING CODE not total more than 1,000 square feet of building area. NOTE: The owner(s), occupant(s) and any contractor(s) or incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. 2019 CALIFORNIA ENERGY CODE SHEET PHASE 2 : subcontractor(s)are responsible for consulting with the water purveyor of record in order to determine if any modification or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of • 2ND/ FLOOR WINDOW NO CHANGE. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE _ NEW ADD 136 SF HABITABLE AREA upgrade of the existing water service is required. A State of California licensed (C-16) Fire Protection Contractor shall the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted 2019 CALIFORNIA FIRE CODE submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as GARAGE, COLOR PALETTE &AREA CALCULATION : NO CHANGE. THE PHASE 3 : prior to beginning their work. CRC Sec. 313.2 as adopted and amended by CUPMC. Note: Please be advised the sprinkler having been met by the applicant(s). 2016 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. CITY OF CUPERTINO MUNICIPAL CODES - DEMOLISH 445 SF EXISTING GARAGE requirements are per City of Cupertino Municipal code classifying the building as new. A- 1 LIST OF DIFFERED SUBMITTAL: - NEW ADD 600 SF HABITABLE AREA ON 1ST. FL. O Address identification. New and existing buildings shall have approved address numbers, building numbers or approved 3 - FIRE SPRINKLER - NEW ADD 523 SF HABITABLE AREA ON 2ND. FL. 11 Construction Site Fire Safety: All construction sites must comply with applicable provisions of the CFC Chapter 33 and our building identification placed in a position that is plainly legible and visible from the street or road fronting the property. - NEW ADD 54 SF FRONT PORCH Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be - NEW ADD 478 SF GARAGE project. CFC Chp. 33. provided in additional approved locations to facilitate emergency response. 6 �^ D D C rD rn rD O O C C O fD 01 Cull C) O 0) O r+ 3 A5. 0 n Z C) C7 SIDE SETBACK rt 54_8 ~co _j o n = N rnr p SIDE SETBACK �l D p �p co 0 FIRST FLOOR of U N FIRST FLOOR o o N) C < Q K O N Z C:) ro 2'-3�2 EXISTING PLAN PHASE 1 =49'-11" 2-5�2 " 9-4�2 3 N O O v _x C I C p = 17'-5y2" rn o 0 ro 00 o PATIO c� OE 3450 CIVIL CODE SECTION 1101 PLUMBING REQUIREMENTS FOR HOMES CONSTRUCTED PRIOR TO JANUARY 1, 1994: • PRIOR TO FINAL INSPECTION IT IS THE APPLICANT'S RESPONSIBILITY TO REPLACE ALL NON-CONFORMING PLUMBING FIXTURES WATER CONSERVING PLUMBING FIXTURES. 0 NON-COMPLIANT PLUMBING FIXTURES MEAN ANY OF THE FOLLOWING: • ANY TOILET MANUFACTURED TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH. O • ANY SHOWERHEAD MANUFACTURED TO HAVE A FLOW CAPACITY OF MORE THAN 2.05 GALLONS OF WATER PER MINUTE. • ANY INTERIOR FAUCET THAT EMITS MORE THAN 2.2 GALLONS OF WATER PER MINUTE. MASTER BEDROOM Q 15X17 A LANDING OR FLOOR IS REQUIRED ON EACH SIDE OF EACH EXTERIOR DOOR. MA br+hall THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE DOOR WIDTH AND 386 sf-147 If 36"MINIMUM IN DEPTH. LANDINGS AT REQUIRED EGRESS DOORS SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION:A DOOR MAY OPEN AT A LANDING THAT IS NOT MORE THAN 7-3/4"LOWER THAN THE FLOOR LEVEL 1F THE DOOR DOES NOT SWING OVER THE LANDING. (CRC R311.3.1&R311.3.2) 0 3'-6" T-0" 8'- ' BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT,TERMINATE OUTSIDE THE BUILDING,AND WILL BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT 1 NOTES BETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO 80 PERCENT.[CGBSC 4.506.11 shower 0 2868 A. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH W.I.C. NATURAL LIGHT BY MEANS OF EXTERIOR 33'-9" GLAZED OPENINGS WITH AN AREA OF NOT 91 sf-401f LESS THAN 8%OF THE FLOOR AREA OF THE o ROOM SERVED. (R303.1) LO 2-8 tub o w B. INDICATE ON PLAN THAT THE REQUIRED 0ol NATURAL VENTILATION OF AN OCCUPIED O SPACE SHALL BE THROUGH WINDOWS, 74 sf DOORS, LOUVERS OR OTHER OPENINGS TO THE OUTDOORS WITH THE MINIMUM OPEN-ABLE AREA BEING 4%OF THE FLOOR AREA BEING VENTILATED. SEE EXCEPTIONS FOR MECHANICAL VENTILATION. (R303.1) C. HABITABLE ROOMS, EXCEPT KITCHENS, 00 SHALL HAVE A MINIMUM FLOOR AREA OF AT N LEAST 70 SQUARE FEET AND NOT BE LESS BAY WINDOW THAN 7 FEET IN ANY HORIZONTAL REAR PATIO ©8046 O DIMENSION(R304.1 AND R304.2). 12 SF 7Y2 T-6" 13'-7" EXISTING WATER HEATER w/2 O SEISMIC STRAPPING SHALL BE O 16080 o INSTALLED ON A MIN 18"ELEVATED o O a PLATFORM,AND COMBUSTION N AIR VENT TO OUTSIDE X1 Q SEAT �W X1 A5 0 o O - A5CLOTHES (E)BLD LN — BEDROOM 3 O 1 O TO OUTSIDE wEMAX.LENGTH OOF ACCESS � 14'w/BACK-DRAFT DAMPER 24N32" INCL.TWO 90' ELBOW, i per CMC 504.3 OWASHER SPACE PROVIDE HOT& COLD WATER SUPPLY ONE WASTE LINE w/PAN&DRAIN TO OUTSIDE 0 2868 i \ 1 THE ENCLOSED ACCESSIBLE SPACE -o C? O UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY N � FAMILY KITCHEN 00 island 2O BATH 2468 SOFFITS PROTECTED ON THE C)I ENCLOSED SIDE WITH /z-INCH 52 x 120 N RM 2 N GYPSUM BOARD. (R302.7). N o o CD 6'-0" 6'-6" rrT � 0 iO DUCTS PENETRATING THE WALLS 3 O OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 26 GAGE(0.48MM)SHEET STEEL OR OTHER APPROVED 1O 2868 MATERIAL(R302.5.2). OTHER PENETRATIONS OF 14'-7y2" GARAGE/DWELLING CEILINGS AND N SEAT WALLS ARE TO BE PROTECTED (R302.11) O y � w CD o m m h� I 2 sided �w m (D mCD :E O�O i FIRE PLACE N BEDROOM 2 0 0 :EtQ onig I o N oQ. Z 9" sink sink 2'-7" n _ i O o Q } =.`1-- = PANTRY o 2'-5y2" cQ n ry G m (N)DINING I 1 U_ 28680 p cu o rn CD 0 LID �v r- `1 r- LAUNDR I r �' z CD �I 1O 2868 m I T-6" I o I �3>D o I 01, I CLOSET 2nd floor i line above co BEDROOM 1 built in I co LO shelves arc- - - - built in N (STUDY/PLAY/ U) L° shelves O ENTERTAINMENT Of - -- - - O ROOM) w `o door&wall N BATH RM 1 o 6'-0" 2 2468 5,_0�2„ _ same 15'-6" Q N LU 00 materiallo ih co OO POWDER I o` 01 0 1, a 0 �' @I Q co I -------------- A5 I closet 00 w I A5 X2 I built in 1 O O I 1° shelves I closet 5 (N TANKLE S 20 MIN FIRE RATED DOOR I 1-3/8"THICK SOLID WOOD i WATER HEA ER CORE SELF CLOSING 1 I z — TIGHT FITTING Co O o l m — — — — — — — — --2— —3-2�2' NOTE#1 ©308 N m l (.0 I LIVING DWELLING-GARAGE FIRE SEPARATION o l 5/8"TYPE"X"GYP.BD. ON GARAGE SIDE I (CRC 302.6) HOME OFFICE L_ 0 20'-1" I co 00 — — — — — — — — — — —(E)BLD LN ®1110-06-26-06 � 3 0 0 0 GABLE ©4066 TEMP � 4" 411GARAGES BENEATH HABITABLE ROOMS SHALL BE N (N SEPARATED FROM ALL HABITABLE ROOMS N N ABOVE BY NOT LESS THAN A 5/8-INCH TYPE X h°u Y1 LANDING \ O 0)Q GYPSUM BOARD OR EQUIVALENT(TABLE R302.6). O o TO SLOPE N �� T O6 � GARAGE _ OS9 4- A5. 1/8"per 1' F2io O r----------------------------------------------------i Z - �059 1 i i O BAY WINdOW—,_ i i Z � W 1 V-8" 1 " 12'-33�8 V-8" 6'-41 16" 1 1 X i i w DOOR & WINDOW SCHEDULE DOOR CALL-OUT, 2 RAISED PANEL, HOLLOW CORE DR U.N.O WINDOW CALL-OUT, U FACTOR MAX 0.31, SH 37 DOOR HEADER AT 6-8"A.F.F., U.N.O. WINDOW HEADER AT 8'4"ABOVE F.F, U.N.O. 0 2868 HINGED 8 EA MA BR, MA BATH, 0 2660 CSMT 3 EA HOME OFFICE, FAMILY _ 1st FLOOR PLAN BR 1,2&3, PARENT BR, -- -- -- -- -- -- -- — -- -- SCALE 1/4"= 1'-0" LAUNDRY,GARAGE © 8046 SLID 1 EA KITCHEN 20'-1" O2 2468 HINGED 7 EA BATHROOMS, PANTRY, © 7650 SLID XO 1 EA MA BR POOJA RM, CLOSET 0 16080 SLIDING GLASS * 1 SET FAMILY 0 7650 SLID OXO 1 EA MA BR 21'4" TEMPERED Ir ® 5668 SLIDING GLASS 1 EA HOME OFFICE 0 3450 SH 2 EA MA BR, REAR STAIRCASE TEMPERED Y O5 3080 HINGED 1 EA MA BR TO PATIO O 4020 SLID XO 3 EA MA BATH, BATH 2, Y2 m C) TEMP OBS PARENT BATH A5 '~'' oLL b © 3080 HINGED 20 MIN FIRE 1 EA DOOR TO GARAGE © 5050 SLIDEGRESS 3 EA BR 1, 2 &3 U N RATED zo LL O7 2-3080 HINGED 1 EA MAIN ENTRY DOOR 0 6050 SLID EGRESS 1 EA PARENT BR U LL �k THRESHOLD AT ALL DOORWAYS IS 3/4" MAX. 0 2650 SH 1 EA PARENT BR 5059 FIX BAY 1 EA DINING ROOM 0 2059 SH BAY 4 EA DINING ROOM, HOME OFFICE © 4059 FIX BAY 1 EA HOME OFFICE 1 0 2066 FIX BAY 2 EA FRONT STAIR 1ST FLOOR LEGEND & NOTES : O 2050 FIX BAY 2 EA FRONT STAIR 2ND FLOOR EXISTING WALL EXISTING 1 HR NEW 1 HR FIRE NOTE#1 O FIRE RESISTIVE RESISTIVE 20 MIN FIRE RATE DOOR OO 2630 SH TEMP OBS 1 EA POWDER WALL,5/8"TYPE WALL,5/8"TYPE 10 2020 DOOR-WINDOW 1-3/8"THICK SOLID WOOD 0 NEW WALL "X"GYP. BD.AT "X"GYP. BD.AT CALL-OUT CORE SELF CLOSING, 1 © 4066 SLID XO 1 EA LIVING ROOM 1ST FLOOR GARAGE SIDE GARAGE SIDE TIGHT FITTING ® 1110-06-26-06 FIX 2 EA GABLE ® 4030 SLID XO 1 EA GARAGE m D D —Di D D D D < �_ mO 3 3 3 z (D_ „ o o A. Thiya ara an ResidenceN) o C:)cn z rTm ram' CO DO N \ N - N N = Qp V O O D A 00 Cn Cn N o o -0 N N o 10745 Peninsular Ave. : �' CD cc o O 0 0 o m n n R 3 IV CD 0 z o N � o z Cupertino , CA 95014 3 6 �^ D D C rD rn rD O O C C O N 00 00 C) O O r+ 3 Y2 A5. Y v Z) Qo oIn p SIDE SETBACK 54_8' w O O n = N 1+ 0 FIRST FLOOR SIDE SETBACK D p ro U) N FIRST FLOOR o Co O N <: of O N z O in 2'-3y2" EXISTING PLAN PHASE 1 =49'-11 2-5y2 � " 9-4�2 3 N O O v C o I 1 C) n = 17'-52" c rn � 0 ro Aa PATIO M 0 OE 3450 CIVIL CODE SECTION 1101 PLUMBING REQUIREMENTS FOR HOMES CONSTRUCTED PRIOR TO JANUARY 1, 1994: • PRIOR TO FINAL INSPECTION IT IS THE APPLICANT'S RESPONSIBILITY TO REPLACE ALL NON-CONFORMING PLUMBING FIXTURES WATER CONSERVING PLUMBING FIXTURES. ,CD NON-COMPLIANT PLUMBING FIXTURES MEAN ANY OF THE FOLLOWING: m • ANY TOILET MANUFACTURED TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH. O • ANY SHOWERHEAD MANUFACTURED TO HAVE A FLOW CAPACITY OF MORE THAN 2.05 GALLONS OF WATER PER MINUTE. • ANY INTERIOR FAUCET THAT EMITS MORE THAN 2.2 GALLONS OF WATER PER MINUTE. MASTER BEDROOM 9 15X17 A LANDING OR FLOOR IS REQUIRED ON EACH SIDE OF EACH EXTERIOR DOOR. MA br+hall THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE DOOR WIDTH AND 386 sf-147 If 36"MINIMUM IN DEPTH. LANDINGS AT REQUIRED EGRESS DOORS SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION:A DOOR MAY OPEN AT A LANDING THAT IS NOT MORE THAN 7-3/4"LOWER THAN THE FLOOR LEVEL IF THE DOOR DOES NOT SWING OVER THE LANDING. (CRC R311.3.1 &R311.3.2) 0 0 M BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT,TERMINATE OUTSIDE THE 3'_6" 7'_0" 8'_ BUILDING,AND WILL BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT NOTES BETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO 80 PERCENT. [CGBSC 4.506.11 shower O 2868 A. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH W.I.C. NATURAL LIGHT BY MEANS OF EXTERIOR 33'-9" GLAZED OPENINGS WITH AN AREA OF NOT 91 sf-401f LESS THAN 8%OF THE FLOOR AREA OF THE ROOM SERVED. (R303.1) 2 8„ g o B. INDICATE ON PLAN THAT THE REQUIRED O tub ih NATURAL VENTILATION OF AN OCCUPIED O SPACE SHALL BE THROUGH WINDOWS, 74 sf DOORS, LOUVERS OR OTHER OPENINGS TO THE OUTDOORS WITH THE MINIMUM OPEN-ABLE AREA BEING 4%OF THE FLOOR AREA BEING VENTILATED. SEE EXCEPTIONS FOR MECHANICAL VENTILATION. (R303.1) C. HABITABLE ROOMS, EXCEPT KITCHENS, 00 SHALL HAVE A MINIMUM FLOOR AREA OF AT N 0 LEAST 70 SQUARE FEET AND NOT BE LESS BAY WINDOW THAN 7 FEET IN ANY HORIZONTAL REAR PATIO OB 8046 O DIMENSION(R304.1 AND R304.2). 12 SF 7Y2" 3'-6" 13'-7" EXISTING WATER HEATER w/2 1 SEISMIC STRAPPING SHALL BE O3 16080 - o INSTALLED ON A MIN 18"ELEVATED o O a PLATFORM,AND COMBUSTION N AIR VENT TO OUTSIDE X1 Q SEAT 0Lu X1 A5 O o w C) A5 CLOTHES DRYER VENT MIN.O 4" (E)BLD LN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O TO OUTSIDE w/MAX. LENGTH OF BEDROOM 3 O 2 ACCESS � 14'w/BACK-DRAFT DAMPER 24"x32" INCL.TWO 90'ELBOW, per CMC 504.3 OWASHER SPACE PROVIDE HOT& COLD WATER SUPPLY ONE WASTE LINE w/PAN&DRAIN TO OUTSIDE � 1O 2868 THE ENCLOSED ACCESSIBLE SPACE -C.0 O UNDER STAIRS SHALL HAVE WALLS, FAMILY UNDER-STAIR SURFACE AND ANY KITCHEN 2O 2468 SOFFITS PROTECTED ON THE 00 island o BATHr ENCLOSED SIDE WITH'/z-INCH 52 x 120 9RM 2GYPSUM BOARD. (R302.7). N6'-0„ 6'-6„ �� 0 o LO DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE UU 5 DWELLING UNIT FROM THE GARAGE o o O SHALL BE CONSTRUCTED OF A S. MINIMUM 26 GAGE(0.48MM)SHEET II STEEL OR OTHER APPROVED 1O 2868 MATERIAL(R302.5.2). OTHER PENETRATIONS OF o 14'-7y2" GARAGE/DWELLING CEILINGS AND N SEAT M WALLS ARE TO BE PROTECTED (R302.11) 0 O W C0 o w - LO o 2 sided CD BEDROOM 2 "'w o Oti FIRE PLACE iv O I I 2'-7" Z 9" sink sink I PANTRY o 2'-5y2" m (N)DINING 1 U_ 2868 O a' -- --- -- (/ LO 1O 2868 6'-8y2" Z 8'-0" 5'- _ LO C) I I I III I LAUNDR � 3'-6" I OO OD o �039 CLOSET 2nd floor line above oo built in BEDROOM 1 m arc built in U) shelves in N (STUDY/PLAY/ w shelves O ENTERTAINMENT (CS _ ROOM) 0 door&wall N o 2O 2468 5'-01 - a same 5'-6" BATH RM 1 O 6'-0" /2" N� _ C° material Cl) co OO POWDER o o o U'' 5'-0" 10'-8" N A5 closet OD OD A5 X2L OD ® X2 built in O O `n shelves Az Az closet 5 (N)TANKLE S 20 MIN FIRE RATED DOOR 1-3/8"THICK SOLID WOOD W ER HEATER CORE SELF CLOSING Z TIGHT FITTING 00 �.—.—.—.—. —.—.— —. —. — — — — —1— NOTE#1 3080 C)0 0 (.0 - 2 3'-22" N m `r' I LIVING DWELLING-GARAGE O w O FIRE SEPARATION 5/8"TYPE"X"GYP.BD. ON GARAGE SIDE (CRC 302.6) 20'-1" L-.-.-.-.-. - - - N ---- ____ CDM C)6'-9Y2" 00 C) — — — — — — — — — — —(E)BLD LN 2'-6" o 0 6'-0" 4066 ©TEMP GARAGES BENEATH HABITABLE ROOMS SHALL BE N N SEPARATED FROM ALL HABITABLE ROOMS N N ABOVE BY NOT LESS THAN A 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT(TABLE R302.6). canti o N N Y1 _— lever Zv OM 26166 GARAGE NOTES-SUMMARY OF CHANGES: _ O 0 A5. • THE ORIGINAL MORE TRADITIONAL BAY WINDOW WAS REPLACED WITH SIMPLER 6060 i NOTES-SUMMARY OF CHANGES: i N ��— . THE STAIRCASE FRONT WALL WAS PROPOSED TO z CANTILEVERED BOX WINDOW.THE i i Z ti OVERALL FRONT WINDOW OPENING \_ 1 1 i BE DOUBLED IN THICKNESS TO ALLOW FOR i LU iv DIMENSION WAS REDUCED FROM THE 11'-8" 12 13'-3y2" 12" 6'-8 i DESIRABLE RECESSED WINDOW EXPRESSION. i X ORIGINAL 8'-9"(WIDTH)X 5'-9"(HEIGHT)TO i • THE ORIGINAL TWO"LANTERN-STYLE"WINDOWS w 6'(WIDTH)X 6'(HEIGHT). `\��\` i WERE REPLACED WITH ONE SIMPLER CONTINUOUS VERTICAL WINDOW. DOOR & WINDOW SCHEDULE DOOR CALL-OUT, 2 RAISED PANEL, HOLLOW CORE DR U.N.O WINDOW CALL-OUT, U FACTOR MAX 0.31, SHGC 0.37 \� DOOR HEADER AT 6-8"A.F.F., U.N.O. WINDOW HEADER AT 8'-0"ABOVE F.F, U.N.O. _ 1st FLOOR PLAN 1Q 2868 HINGED 8 EA MA BR, MA BATH, AQ 2660 CSMT 2 EA FAMILY SCALE 1/4"= V-0" BR 1,2&3, PARENT BR, 20'-1" LAUNDRY,GARAGE © 8046 SLD 1 EA KITCHEN 0 2 2468 HINGED 7 EA BATHROOMS, PANTRY, C 7650 SLD XO 1 EA MA BR POOJA RM, CLOSET 21'-0" 0 16080 SLIDING GLASS * 1 SET FAMILY 0 7650 SLD OXO 1 EA MA BR TEMPERED Y 5668 SLIDING GLASS Y2 Q o ® 1 EA HOME OFFICE OE 3450 SH 2 EA MA BR, REAR STAIRCASE I o TEMPERED 4020 SLD XO MA BATH, BATH 2, A5. Cf) " N O5 3080 HINGED 1 EA MA BR TO PATIO OF 3 EA TEMP OBS PARENT BATH zo Of © 3080 HINGED 20 MIN FIRE 1 EA DOOR TO GARAGE © 5050 SLID EGRESS 3 EA BR 1, 2 &3 0-1 LL RATED u_ 0 2-3080 HINGED 1 EA MAIN ENTRY DOOR OH 6050 SLD EGRESS 1 EA PARENT BR �c THRESHOLD AT ALL DOORWAYS IS 3/4" MAX. Q 2650 SH 1 EA PARENT BR Q 5059 FIX BAY 1 EA DINING ROOM 0 2059 SH BAY 2 EA DINING ROOM 3 0 26166 FIX TEMP 1 EA FRONT STAIR LEGEND & NOTES : OO 2630 SH TEMP OBS 1 EA POWDER EXISTING WALL EXISTING 1 HR NEW 1 HR FIRE NOTE#1 O FIRE RESISTIVE RESISTIVE 20 MIN FIRE RATE DOOR © 4066 SLD XO 1 EA LIVING ROOM 1ST FLOOR WALL, 5/8"TYPE WALL,5/8"TYPE 1O 2020 DOOR-WINDOW 1-3/8"THICK SOLID WOOD 0 NEW WALL "X"GYP. BD.AT "X"GYP.BD.AT CALL-OUT CORE SELF CLOSING, ® 4030 SLD XO 1 EA GARAGE GARAGE SIDE GARAGE SIDE TIGHT FITTING 3 0 6060 FIX 1 EA HOME OFFICE 3 © 2060 CSMT 2 EA HOME OFFICE 46 M > oo DDDD < m Cn m D D > ccu iv G m p m z m v_' v Q r r--f > n • h� co 3 � � z Cyl- W „ O � o A. Thiyagarajan Residence r) M o � Z r T m r� CO D Q N N N O� Qp `� O O < CA) � � � o 0 0 r- _U -0 � � � W � !o^ � 10745 Peninsular Ave. �' CD =O o 0 o co CD C n A v N N o O V J O C0 z o Cn W N o z Cupertino , CA 95014 3 6 �^ D D C y rD O O < < O fl1 fl fD0.) C) O 0) O r+ 3 Y2 CD � m CD aq — L = N rt A D p 00 0 ' < v N ? ON s r 3 fV 0 00 m C) p n C C `+ 0 O � BATHROOM REQUIREMENTS: ro a) SHOWER STALLS SHALL HAVE A CLEAR INTERIOR FINISH AREA OF 1024 SQUARE INCHES AND BE ABLE TO ACCOMMODATE A MINIMUM 30 INCH CIRCLE AT THE THRESHOLD LEVEL.THESE CLEARANCES SHALL BE MAINTAINED UP TO A HEIGHT OF 70 INCHES ABOVE SHOWER DRAIN. (CPC 408.6) b) SHOWER DOORS SHALL OPEN SO AS TO MAINTAIN NOT LESS THAN A 22 INCH UNOBSTRUCTED OPENING FOR EGRESS. (CPC 408.5) c) SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH,NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES(6 FT). (CRC R307.2) d) THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM THE BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. (CPC 408.3) e) NO WATER CLOSET OR BIDET SHALL BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 30 INCHES CENTER TO CENTER TO A SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF A WATER CLOSET,LAVATORY,OR BIDET SHALL BE NOT LESS THAN 24 INCHES. (CPC402.5) PER CUPERTINO MUNICIPAL CODE 16.06.100, IN NEW CONSTRUCTION OR WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF$1,000.00 OCCUR,ALL NEW AND EXISTING FIREPLACE CHIMNEYS (I.E. PLANS APPEAR TO SHOW EXISTING FIREPLACE AT LIVING ROOM)SHALL TERMINATE IN A SUBSTANTIALLY CONSTRUCTED SPARK ARRESTOR COMPLYING WITH THE REQUIREMENTS OF CRC SECTION R1003.9.2. Y � < 0 m J c U_ m ui 0 _ Ir000 < 0 UJ Cn 4:12 J X1 X1 A5 (N) METAL ROOF A5 4:12 (� (N) METAL ROOF o ( M ED m m TO MATCH (E) cp �• m rick. t �_ ( s (D m �� o Q- p 1 oo m 15'-4y2" 22'-11" N K Qn o C 70, o to m 6'-9" 5'-6" 8'-3„ 0 0O KCD z — y O z m m O m � W.I.C. ® a o� vH OE 3450 GUEST O LO BATH 1 � ATTIC ACCESS cricket 70::2:468 sr'Xso" Cti �V Q 2868 SKYTUBE SKYTUBE N 14"DIA. 14"DIA. O X2 (N) METAL ROOF A5 TO MATCH (E) GUARDRAIL HEIGHT 42"MINIMUM 00 ih 4:12 N � N GUEST BEDROOM SIDE SETBACK 2 2 m SIDE SETBACK SECOND FLOOR 14'-11 SECOND FLOOR 31'-7" 2 15'-2" N z Y v 6'-9 - T-0" 4:12 a M - � D6050 EGRESS - -` 8'-92 13'-6" ---_- 22'-11" DOOR & WINDOW SCHEDULE DOOR CALL-OUT, 2 RAISED PANEL, HOLLOW CORE DR U.N.O WINDOW CALL-OUT, U FACTOR MAX 0.31, SHGC 0.37 DOOR HEADER AT 6'-8"A.F.F., U.N.O. WINDOW HEADER AT 8'-0"ABOVE F.F, U.N.O. 1O 2868 HINGED 8 EA MA BR, MA BATH, OA 2660 CSMT 3 EA HOME OFFICE, FAMILY 2 nd FLOOR PLAN BR 1,2&3, PARENT BR, SCALE 1/4"= V-0" LAUNDRY,GARAGE © 8046 SLID 1 EA KITCHEN !�2 2468 HINGED 7 EA BATHROOMS, PANTRY, © 7650 SLID XO 1 EA MA BR POOJA RM, CLOSET Y 0 16080 SLIDING GLASS * 1 SET FAMILY DO 7650 SLID OXO 1 EA MA BR 0 TEMPERED 5668 SLIDING GLASS � z N ® TEMPERED 1 EA HOME OFFICE EO 3450 SH 2 EA MA BR, REAR STAIRCASE z 00 JJ O5 3080 HINGED 1 EA MA BR TO PATIO O 4020 SLID XO 3 EA MA BATH, BATH 2, Y2 j_ U) TEMP OBS PARENT BATH © 3080 HINGED 20 MIN FIRE 1 EA DOOR TO GARAGE © 5050 SLID EGRESS 3 EA BR 1, 2 &3 A5 RATED 70 2-3080 HINGED 1 EA MAIN ENTRY DOOR OH 6050 SLID EGRESS 1 EA PARENT BR �k THRESHOLD AT ALL DOORWAYS IS 3/4" MAX. 0 2650 SH 1 EA PARENT BR 5059 FIX BAY 1 EA DINING ROOM 0 2059 SH BAY 4 EA DINING ROOM, HOME OFFICE © 4059 FIX BAY 1 EA HOME OFFICE 0 2066 FIX BAY TEMP 2 EA FRONT STAIR 1ST FLOOR LEGEND & NOTES : O 2050 FIX BAY 2 EA FRONT STAIR 2ND FLOOR NOTE#1 0 EXISTING WALL V�������� RESISTIVE 20 MIN FIRE RATE DOOR OO 2630 SH TEMP OBS 1 EA POWDER WALL,5/8"TYPE 10 2020 DOOR-WINDOW 1-3/8"THICK SOLID WOOD 0 NEW WALL "X"GYP. BD.AT CALL-OUT CORE SELF CLOSING, © 4066 SLID XO TEMP 1 EA LIVING ROOM 1ST FLOOR GARAGE SIDE TIGHT FITTING © 1110-06-26-06 FIX 2 EA GABLE ® 4030 SLID XO 1 EA GARAGE m D -DI DD DD < � N � m m z m o O r > n • 3 3 3 m o Z U) - �T o m o A. Thiyagarajan Residence �, -�O(0 L � I F: 1 D T. O A oo Cn N � °' N N N � N o or^ 10745 Peninsular Ave. . �y' CD cn � O O O c� (Q N N O V) O F- • C Y OO o o m n n R 3 IV CD 0 z o � o z Cupertino , CA 95014 3 6 �^ D D C y rn rD O O < < O N 00 00 C) O O r+ 3 Y2 A5 v Z) CD � ( p < CD aq — L = N rt A D p Co 0 ' < <' v N ? ON s r 3 fV 0 00 o m C r+ CD 0 7 O BATHROOM REQUIREMENTS: ro a) SHOWER STALLS SHALL HAVE A CLEAR INTERIOR FINISH AREA OF 1024 SQUARE INCHES AND BE ABLE TO ACCOMMODATE A MINIMUM 30 INCH CIRCLE AT THE THRESHOLD LEVEL.THESE CLEARANCES SHALL BE MAINTAINED UP TO A HEIGHT OF 70 INCHES ABOVE SHOWER DRAIN. (CPC 408.6) b) SHOWER DOORS SHALL OPEN SO AS TO MAINTAIN NOT LESS THAN A 22 INCH UNOBSTRUCTED OPENING FOR EGRESS. (CPC 408.5) c) SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH,NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES(6 FT). (CRC R307.2) d) THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM THE BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. (CPC 408.3) e) NO WATER CLOSET OR BIDET SHALL BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 30 INCHES CENTER TO CENTER TO A SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF A WATER CLOSET,LAVATORY,OR BIDET SHALL BE NOT LESS THAN 24 INCHES. (CPC402.5) PER CUPERTINO MUNICIPAL CODE 16.06.100, IN NEW CONSTRUCTION OR WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF$1,000.00 OCCUR, ALL NEW AND EXISTING FIREPLACE CHIMNEYS (I.E. PLANS APPEAR TO SHOW EXISTING FIREPLACE AT LIVING ROOM) SHALL TERMINATE IN A SUBSTANTIALLY CONSTRUCTED SPARK ARRESTOR COMPLYING WITH THE REQUIREMENTS OF CRC SECTION R1003.9.2. Of 00 ca _j H U_ m � 0 _ z of w 0 'o U) 4:12 X1 1 X1 A5 (N) METAL ROOF A5 4:12 I • I . I (N) METAL ROOF TO MATCH (E) rick. t • I 22'-11" . I . I 6'-9" 5'-6" 8'-3" I W.I.C. O L? ® a o� _ C)H jo OE 3450 GUEST O LO ATTIC BATH ACCESS 70::2468 22"x30" 10 2868 C.0 N N O A5 A5 X2 SKYLIGHT GUARDRAIL HEIGHT X2 22.5° x 46.5" 42"MINIMUM ao each panel =N N 3.5:W PARENTS/GUEST BEDROOM SIDE SETBACK 2 2 SIDE SETBACK SECOND FLOOR 1 SECOND FLOOR 31'-7" 2„ 15'-2" 3.5:12 (N) METAL RF T-2„ �— facade line below Ilk Z-6" IV:;t —�- -_— i? —�• N O6050 EGRESS OM 26150 6'-0„ 8'-8Y2„ 3 22'-11 Ir 4:12 DOOR & WINDOW SCHEDULE (N) METAL RF DOOR CALL-OUT, 2 RAISED PANEL, HOLLOW CORE DR U.N.O WINDOW CALL-OUT, U FACTOR MAX 0.31, SHGC 0.37 DOOR HEADER AT 6-8"A.F.F., U.N.O. WINDOW HEADER AT 8'-0"ABOVE F.F, U.N.O. 2 nd FLOOR PLAN NOTES-SUMMARY OF SCALE 1/4"= V-0" 1Q 2868 HINGED 8 EA MA BR, MA BATH, AQ 2660 CSMT 2 EA FAMILY CHANGES: BR 1,2&3, PARENT BR, LAUNDRY, GARAGE © 8046 SLD 1 EA KITCHEN FRONT PORCH: • THE ORIGINAL GABLE ROOF AND THE TWO LEDGER-STONE-CLAD PILLARS WAS v a BATHROOMS, PANTRY, ELIMINATED AND MODIFIED WITH THE CLEANER U-SHAPE PORTAL. < 6 2Q 2468 HINGED 7 EA © 7650 SLD XO 1 EA MA BR m o POOJA RM, CLOSET • ROOF SLOPE WAS ADJUSTED FROM 4:12 TO 3.5:12. w _ 16080 SLIDING GLASS � z N O TEMPERED * 1 SET FAMILY OD 7650 SLD OXO 1 EA MA BR HOME OFFICE FRONT WALL: z Ov • THE ORIGINAL ROOF FOR THE BAY WINDOW WAS ELIMINATED. W w ® 5668 SLIDING GLASS 1 EA HOME OFFICE OE 3450 SH 2 EA MA BR, REAR STAIRCASE Y2 U_ "' TEMPERED STAIRCASE FRONT WALL: A5 O5 3080 HINGED 1 EA MA BR TEMP TO PATIO O SLD XO 3 EA PARENT BATH MA BATH, BATH 2, • THE STAIRCASE FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS TEMP OBS TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. © 3080 HINGED 20 MIN FIRE 1 EA DOOR TO GARAGE © 5050 SLID EGRESS 3 EA BR 1, 2 &3 • THE ORIGINAL TWO"LANTERN-STYLE"WINDOWS WERE REPLACED WITH ONE RATED SIMPLER CONTINUOUS VERTICAL WINDOW. O7 2-3080 HINGED 1 EA MAIN ENTRY DOOR OH 6050 SLID EGRESS 1 EA PARENT BR • THE INTERMEDIATE ROOF SEPARATING L1 &L2 STAIRCASE FRONT WALL WAS ELIMINATED TO ACCOMMODATE THE PLACEMENT OF THE PROPOSED ONE �k THRESHOLD AT ALL DOORWAYS IS 3/4" MAX. Q 2650 SH 1 EA PARENT BR CONTINUOUS VERTICAL WINDOW. 2ND/FLOOR BEDROOM FRONT WALL: O 5059 FIX BAY 1 EA DINING ROOM • THE 2ND/FLOOR BEDROOM FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. 0 2059 SH BAY 2 EA DINING ROOM 3 0 26166 FIX TEMP 1 EA FRONT STAIR LEGEND & NOTES : OO 2630 SH TEMP OBS 1 EA POWDER NOTE#1 0 EXISTING WALL ;'�������/; RESISTIVE E 20 MIN FIRE RATE DOOR © 4066 SLID XO 1 EA LIVING ROOM 1ST FLOOR WALL, 5/8"TYPE 10 2020 DOOR-WINDOW 1-3/8"THICK SOLID WOOD 0 NEW WALL "X"GYP. BD.AT CALL-OUT CORE SELF CLOSING, ® 4030 SLD XO 1 EA GARAGE GARAGE SIDE TIGHT FITTING 3 0 6060 FIX 1 EA HOME OFFICE Q3 © 2060 CSMT 2 EA HOME OFFICE mm > oo DDDD < m T T D D ccu iv G V N V m p W W N N 1 o N ° W T�1 o A. Thiyagarajan Residence 1-�o o ncNn o 3 p�' Z O m r� Q t2 Ui N "' , N N E 90 r ' O O . N o 0 0 T 03 � o 10745 Peninsular Ave. : �' NCn oo (D CD � A ; Co Orn O R° o N � N �' z Cupertino CA 95014 z o � 0 3 6 �^ D D C y rn rD O O < < O fD fl1 C) O 0) O r+ 3 co ro C � '< CD — L = Nr+ 0 A D p Qo p ' < v N ? ON s r 3 fV 0 00 m o p C C 7 O El ro D.S. D.S. h D.S. D.S. D.S WMN a-_:_= 4:12 J (N) METAL ROOF 4:12 (N) METAL ROOF M TO MATCH (E) <_. risk. t cD mm o Q p 00 N '< T N 0 _ D. . 0 � c o m 0 0 < z I m I I/ I I I I cricket I I SKYTUBE SKYTUBE 14"DIA. 14"DIA. I (N) METAL ROOF TO MATCH (E) 4:12 Q 4:12 (N) METAL RF 5.6:12 2 � I I I D.S. 4:12 a 6.5:12 CC:_: (1 H ii ii ii ii ii ii d 4:12 (N) METAL RF D.S. D.S. ROOF PLAN SCALE 1/4"= V-0" NOTE A : EAVES LESS THAN 5 FROM PROPERTY LINE 2E VENT SHALL APPLY 1 HR FIRE RATED, DETAIL 8/A9 FOUNDATION VENT ATTIC VENT D.S. 0.-.-.-.L7 DOWN SPOUT REQUIREMENT 1 SF/150SF REQUIREMENT 1 SF/300 SF 1 FOUNDATION VENT 4"x14"= .38 SF 1 ATTIC VENT 10"x 22" = 1.52 SF SPLASH BLOCK&COBBLESTONES TYP. FOR ALL DOWN SPOUTS TOTAL UNDERFLOOR AREA PHASE 3: 3"WIDE CEILING VENT-> TO REDUCE VELOCITY OF ROOF WATERS TO PREVENT EROSION 245(E)+242(F)+1 506(H)=637 SF 36 SQ.INCH : 144= .25 SF PER 1 FT LANDSCAPE AREAS. (REFER TO SHEET A-3-2) ATTIC VENT PHASE 3-1ST FLOOR: RAINWATER LEADERS FROM ROOF GUTTERS SHALL NOT BE PIPED 637 : 150 =4 (REFER TO SHEET A-3-2)4 : .38 = 10.5-> 245(E):300=0.82 SF DIRECTLY TO THE STORM DRAIN.THEY SHALL BE CONNECTED TO TOTAL USE MIN. 11 FOUNDATION 0.82 SF: 1.52 SF =0.5 AN EARTHEN SWALE AND AREA DRAIN(S)CONNECTED TO THE STORM VENTS USE 1 ATTIC VENT DRAIN SYSTEM, OR A COMPARABLE METHOD TO EFFECTIVELY O HAGIN VENT: USE 1 EA REDUCE THE ENTRY OF POLLUTANTS INTO STORM WATER RUNOFF ATTIC VENT PHASE 3-2ND FLOOR: (REFER TO SHEET A-3-2) 183(K)+280(L)+60(M)+270(VOID)_ 793 :300=2.64 SF PER CUPERTINO MUNICIPAL CODE 16.06.090, THE ENTIRE ROOF COVERING OF EVERY 2.64 SF: 1.52 SF = 1.7 EXISTING STRUCTURE WHERE MORE THAN 50 PERCENT OF THE TOTAL ROOF AREA IS USE 2 ATTIC VENT REPLACED WITHIN ANY ONE-YEAR PERIOD, THE ENTIRE ROOF COVERING OF EVERY O HAGIN VENT: USE 2 EA NEW STRUCTURE,AND ANY ROOF COVERING APPLIED IN THE ALTERATION, REPAIR OR REPLACEMENT OF THE ROOF OF EVERY EXISTING STRUCTURE, SHALL BE A OPTIONAL: FIRE-RETARDANT ROOF COVERING THAT IS AT LEAST CLASS A. USE 3"WIDE CEILING VENT ALONG OVERHANG PERIMETER m :1 X Z CD Cn 0 Q o A. Thiyagarajan Residence CA N N Z 7 Cal CD D D o N ; _n - _ 10745 Peninsular Ave. �oj o Cn 3 9) CA CA N CD M O v � CD N `3 , N Cn O Cupertino , CA 95014 0 o g a) Cn N Cn U = R m z Z 0 Cn z o 6 �^ D D C y rn rD O O < < O rD O 0) O r+ Q 3 co C W C 7 :3 � '< cu aq — L = N rt 0 A D p Co 0 ' < v N ? C:) s r 3 fV 0 00 o m p n (1)o C rt j 7 � -:� =:-: O ro D.S. D.S. h D.S. D.S. D.S. 4:12 (N) METAL ROOF as (N) METAL ROOF TO MATCH (E) rick t D.S. SKYLIGHT 4:12 22.5" x 46.5" Q each panel 3.5:12a (N) METAL RF 5.6:12 1 3.5:12 (N) METAL RF 3 facade line below D.S. cricket F_ NOTES-SUMMARY OF CHANGES: FRONT PORCH: • THE ORIGINAL GABLE ROOF WAS ELIMINATED AND MODIFIED WITH THE CLEANER U-SHAPE PORTAL. 4:12 • ROOF SLOPE WAS ADJUSTED FROM 4:12 TO 3.5:12. HOME OFFICE FRONT WALL: (N) METAL RF • THE ORIGINAL ROOF FOR THE BAY WINDOW WAS ELIMINATED. STAIRCASE FRONT WALL: ROOF r PLAN- ELIMINATED • THE ORIGINAL GABLE ROOF ON TOP OF THE STAIRCASE MASSING WAS R R AND KEPT AS ROOF-LESS MASSING FOR CLEANER LOOKS AND i i i i SCALE 1/4"= V-0" SIMPLER L2 ROOF CONFIGURATION. y NOTE A D.S.Ej EJD.S. EAVES LESS THAN 5'FROM PROPERTY LINE VENT SHALL APPLY 1 HR FIRE RATED, DETAIL 8/A9 FOUNDATION VENT ATTIC VENT D.S. DOWN SPOUT REQUIREMENT 1 SF/150SF REQUIREMENT 1 SF/300 SF 1 FOUNDATION VENT 4"x14"=.38 SF 1 ATTIC VENT 10"x 22" = 1.52 SF SPLASH BLOCK&COBBLESTONES TYP. FOR ALL DOWN SPOUTS TOTAL UNDERFLOOR AREA PHASE 3 : 3"WIDE CEILING VENT-> TO REDUCE VELOCITY OF ROOF WATERS TO PREVENT EROSION 245(E)+242(F)+1506(H)=637 SF 36 SQ.INCH : 144=.25 SF PER 1 FT LANDSCAPE AREAS. (REFER TO SHEET A-3-2) ATTIC VENT PHASE 3-1ST FLOOR: RAINWATER LEADERS FROM ROOF GUTTERS SHALL NOT BE PIPED 637 : 150 =4 (REFER TO SHEET A-3-2)4 : .38 = 10.5-> 245(E):300=0.82 SF DIRECTLY TO THE STORM DRAIN.THEY SHALL BE CONNECTED TO TOTAL USE MIN. 11 FOUNDATION 0.82 SF: 1.52 SF =0.5 AN EARTHEN SWALE AND AREA DRAIN(S)CONNECTED TO THE STORM VENTS USE 1 ATTIC VENT DRAIN SYSTEM,OR A COMPARABLE METHOD TO EFFECTIVELY O HAGIN VENT: USE 1 EA REDUCE THE ENTRY OF POLLUTANTS INTO STORM WATER RUNOFF ATTIC VENT PHASE 3-2ND FLOOR: (REFER TO SHEET A-3-2) 183(K)+280(L)+60(M)+270(VOID)_ 793 :300=2.64 SF PER CUPERTINO MUNICIPAL CODE 16.06.090, THE ENTIRE ROOF COVERING OF EVERY 2.64 SF : 1.52 SF = 1.7 EXISTING STRUCTURE WHERE MORE THAN 50 PERCENT OF THE TOTAL ROOF AREA IS USE 2 ATTIC VENT REPLACED WITHIN ANY ONE-YEAR PERIOD, THE ENTIRE ROOF COVERING OF EVERY O HAGIN VENT: USE 2 EA NEW STRUCTURE, AND ANY ROOF COVERING APPLIED IN THE ALTERATION, REPAIR OR REPLACEMENT OF THE ROOF OF EVERY EXISTING STRUCTURE, SHALL BE A OPTIONAL: FIRE-RETARDANT ROOF COVERING THAT IS AT LEAST CLASS A. USE 3"WIDE CEILING VENT ALONG OVERHANG PERIMETER D D D v Om m r— D m Z oo , o O A. Thiyagarajan Residence co (n Z 77 Cyl CD � U1 N O Om 0Cn T 10745 Peninsular Ave.D N o Do }� N �r $ � :2 � V O CD n A N N o Cupertino , CA 95014 N Cn (n = z z o CD N zo Co munity Development Department Planning Division — Cupertino owner CUPERTINO APPROVED Ashok & Case# DIR-2022-010 Application Number(s) SOWj1 Approval E ody: Director/Staff Approva I I ate 09/28/22 Signature Brianne Harkousha Case Manager 2 (N)METAL ROOF LAYER#30 FELT OVER 1/2"OSB RADIANT BARRIER per S.E. PLAN T.P. + 14'-7" 41 12 ATTIC VENT 1 SF/300 SF 3x22 OF 12&CONT. INSULATION ATTIC VENT 1 SF/300 SF VENT 2"w/OPTION R-381 3x22 OF 12 w OPTIONAL 12"H ENERGY HEEL, INSULATION 12"H ENERGY HEEL, 1st T.P. + 9'-4.5" R-38 -- 2'-0" ;0 CAL GREEN 2016 REQUIREMENTS-MATERIAL FINISH O R-19 INSULATION S MDF, PARTICLE BOARD, MDF AND PAINTS, STAINS AND OTHER COATINGS O HARDWOOD PLYWOOD O PER SECTION 4.504.2.2 and 4.504.2.3 CG2013. o P / SEE TABLE 4.504.5 CG2013. r 9 OADHESIVES, SEALANTS AND CAULKS THERMAL INSULATION SHALL BE IN PER SECTION 4.504.2.1 CG2013. IN COMPLIANCE WITH VOC LIMITS s Q) N)FAMILY ROO (N)KITCHEN (N)BEDROOM 3 -19 .� 1st F.F. ±0.00 ± 0.00 ± 0.00 ± 0.00 INSULATION NATURAL GRADE - 12" FLOOR INSULATION CRAWL SPACE FLOOR INSULATION WEEP R-19 R-19 WEEP SCREED (N) SCREED (N) SCREED •P"'I O SECTION X1 -X1 I"'r SCALE 1/4"= V-0" 1 PROJECT (N)METAL ROOF LAYER#30 FELT OVER 1/2"OSB RADIANT ADDITION BARRIER per S.E. PLAN R.T. +23'-4" 1 SHEET TITLE I SULATI NEW CONTUINOUS PSL 3'/2x5�/4 R-38 NEW ROOF RAFTERS 2nd T.P. + 19'-0" SEE PUN CEILING BLOCKS WITH SECTIONS R-19 CSTRAAP CROSS THE TOP INSULATION 1'-6' ALONG THE JOIST,TYP. THRU BOLTS AT 6•o.c., LAP FROM ROOF TOP PL INSULATION u THE END,TYP. FILER TO ROOF TOP PL R-38 IECE BETWEEN IF REO'D . . 0 4 12 0 1 -I GUARDRAIL (E)CEILING JOIST SIMPON'S.� . HEIGHT �4 1 42"MIN. K&1t, &associates T )METAL RF ATTIC VENT 1 SF/300 SF I? 1 :� =N TO MATCH(E) design services (N)PARENTS BEDROOM M M 3x22 OF 12 w OPTIONAL NEW PONY WALL 12"H ENERGY HEEL, g g T 510.252.1212 2nd F.F. + 10'-0" +10'-01, co L I qSULATI N x CV (V R 38 1 8 Email : krism2l@gmail.com 1st T.P. +9'-0" @g HEADER BEAM SEE SCHEDULE 3'-2" �' 10" Do., 3'-2" h'LLXLbYv� ?'N?u.era loll o (E)SND WALL R 19 U6 INSULATION o o S SIMPSON'S 12 GA.SIMPSON'S •BC46• APW,TYP. REVISION 0 ` 0 O 1Q 12-10-21 BP 1 Cres 0 o S 4x4 DIAL. BRACE = SIMPSON'S•KBS1 AT FAR 2x4 BEARING NEAR SIDE SIDE AND Q 02-25-22 BP 2Cres (N)STUDY/PLAY/ R_19 MOM M POST BASE (4)16d FNDTN VENT ENTERTAINMENT (N)BATHROOM o o (N) OW SIMP N'S •MPB44Z 1st F.F. ±0.00 1 SF/150 SF ± 0.00 ± 0.00 ± 0.00 ± 0.00 INSULATION I I II SIMPSON'S FAR SIDE*AND 3 NEAR SIDE NATURAL GRADE - 12" Q pp 4 FLOOR INSULATION 2 CRAWL SPACE FLOOR INSULATION R-19 R-19 WEEP FACE OF WALL (N) SCREED (N) SCREED NEW FrG. (N) 2ph 11/15/2019 3ph 06/24/2020 SECTION X2-X2 DETAIL BAY WINDOW CANTILEVER SCALE 1/4"= V-0" SCALE 3/4"= 1'-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET 2a CUPERTINO Building Department A-5 REVIEWED FOR CODE COMPLIANCE Reviewed By: Phuong Devries Date: 04/04/22 Community Development Department Planning Division — Cupertino owner CUPERTINO APPROVED Ashok & Case# DIR-2022-010 Application Number(s) SOwjl ApprovalBody: Director/Staff Approva I Cate 09/28/22 Signature Brianne Harkousha Case Manager (N)METAL ROOF LAYER#30 FELT OVER 1/2"OSB RADIANT BARRIER per S.E. PLAN T.P. + 14'-7" ^ , 41 12 ATTIC VENT 1 SF/300 SF 3x22 OF 12&CONT. INSULATION ATTIC VENT 1 SF/300 SF VENT 2"w/OPTION R_38 3x22 OF 12 w OPTIONAL 12"H ENERGY HEEL, INSULATION 12"H ENERGY HEEL, ffil R-38 1st T.P. + 9'-4.5" Zak 2Z-O" °° CAL GREEN 2016 REQUIREMENTS-MATERIAL FINISH Q, O R-19 Ln INSULATION PAINTS, STAINS AND OTHER COATINGS (� MDF, PARTICLE BOARD, MDF AND F HARDWOOD PLYWOOD P PER SECTION 4.504.2.2 and 4.504.2.3 CG2013. r 0 SEE TABLE 4.504.5 CG2013. r 1 ADHESIVES, SEALANTS AND CAULKS THERMAL INSULATION SHALL BE IN S PER SECTION 4.504.2.1 CG2013. IN COMPLIANCE WITH VOC LIMITS N N)FAMILY ROO M (N)KITCHEN (N)BEDROOM 3 -19 .--1 ± 0 00 INSULA ION 1st F.F. ±0.00 ± 0P L-r) .00 ± 0.00 NATURAL GRADE - 12" FLOOR INSULATION CRAWL SPACE FLOOR INSULATION L� WEEP R-19 - R-19 WEEP SCREED (N) SCREED (N) SCREED •T� O t� SECTION X1 -X1 SCALE 1/4"= 1'-0" PROJECT (N)METAL ROOF LAYER#30 FELT OVER 1/2"OSB RADIANT NOTES-SUMMARY OF CHANGES: ADDITION BARRIER per S.E. PLAN 1 R.T. +23'-4" FRONT PORCH: • THE GABLE WINDOW INSERT ON TOP OF 3 THE MAIN ENTRANCE DOOR WAS ELIMINATED. • ROOF SLOPE WAS ADJUSTED FROM 4:12 TO 3.5:12. SHEET TITLE I SULATI STAIRCASE FRONT WALL: 2nd T.P. + 19'-0" R-38 • THE ORIGINAL TWO"LANTERN-STYLE" WINDOWS WERE REPLACED WITH ONE SIMPLER CONTINUOUS VERTICAL WINDOW. SECTIONS INSULATION R-381 R.T. + 16-0" LO 0 4 12 0 1 iT GUARDRAIL 13.5 ATTIC VENT 1 SF/300 SF (N )METAL RF 3x22 OF 12 w OPTIONAL HEIGHT TO MATCH(E) 12"H ENERGY HEEL, ?�riy &associates 42"MIN. o (N)PARENTS C) design services BEDROOM M 2nd F.F. + 10'-0" +10'-0" co T 510.252.1212 I SULATI N 2nd F.F. + 10'-0" N R-38 N : 21 l 1st T.P. + 9'-0" 1st T.P. + 9'-0" Email krism @gmai .com O 0 R-19 INSULATION S REVISION 0 0 0 1Q 12-10-21 BP 1 Cres O 0 2Q 02-25-22 BP 2Cres (N)STUDY/PLAY R-19 FNDTN VENT ENTERTAINMEN (N)BATHROOM (N%)LIVING 0 0 (N)POWDER INSULATION Q 05-12-22 PL Rev 1st F.F. ±0.00 1 SF/150 SF ± 0.00 ± 0.00 ± 0.00 ± 0.00 1st F.F. ±0.00 FINISH GRADE - 12" FINISH GRADE - 12" 4 FLOOR INSULATION 2 CRAWL SPACE FLOOR INSULATION R-19 R-19 WEEP (N) SCREED (N) SCREED 2ph 11/15/2019 3ph 06/24/2020 DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET A-5 Co munity Development Department Planning Division — Cupertino owner CUPERTINO APPROVED Ashok & Case# DIR-2022-010 Application Number(s) S owj 1 Approval E ody: Director/Staff Approva I I ate 09/28/22 Signature Brianne Harkousha Case Manager 1 R.T. +23'-4" (N )METAL RF TO MATCH(E) 2nd T.P. + 19'-0" 1 (N)METAL ROOF LAYER#30 FELT OVER r , 1/2"OSB RADIANT V BARRIER per S.E. PLAN n GUARDRAIL q HEIGHT a' 42"MIN. INSULATION R-38 • Q� CAL GREEN 2016 REQUIREMENTS-MATERIAL FINISH 2nd F.F. + 10'-0" 4-� MDF, PARTICLE BOARD, MDF AND PAINTS, STAINS AND OTHER COATINGS 1st T.P. + 9'-0" O O PER SECTION 4.504.2.2 and 4.504.2.3 CG2013. 1 HARDWOOD PLYWOOD SEE TABLE 4.504.5 CG2013. U � cn O ADHESIVES, SEALANTS AND CAULKS O THERMAL INSULATION SHALL BE IN }--� in N PER SECTION 4.504.2.1 CG2013. IN COMPLIANCE WITH VOC LIMITS •r� '`"� �+ c� 4:L4 LIVING OU ±0.00 1st F.F. ±0.00 _ NATURAL GRADE - 12" CRAWL SPACE FLOOR INSULATION R-19 • SCREED (N) SECTION Y1 —Y1 SCALE 1/4"= 1'-0" 1 PROJECT (N)METAL ROOF LAYER#30 FELT OVER 1/2"OSB RADIANT ADDITION BARRIER per S.E. (PLAN 1 R-38 1 INSULATION R.T. + 23'-4" 1 41 12 (N)METAL RF SHEET TITLE TO MATCH(E) :NSLATION -38 2nd T.P. + 19'-0" SECTIONS s R-19 rn �O�J/ 9 INSULATION T.P. + 12'-4.5" <S 1<44 , &associates BATHROOM (N)PARENTS BEDROOM 12-14 design services +10'-0" +10'-0" T 510.252.1212 2nd F.F. + 10'-0" 1st T.P. + 9'-0" 1st T.P. + 9'-0" Email : krism2l@gmail.com h2LXGbYv� /' uGGGt 1 GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FRO ALL HABITABLE ROOMS ABOVE BY REVISION w C? NOT LESS THAN A 5/8-INCH TYPE X 9 GYPSUM BOARD OR EQUIVALENT 1 12 10-21 BP 1Cres (TABLE R302.6). 2Q 02-25-22 BP 2Cres BEDROOM 1 MASTER BEDROOM MASTER BATHROOM BATHROOM BEDROOM 2 BEDROOM 2 (STUDY/PLAY/ENTERTAINMENT) Q 1st F.F. ± 0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 1 st F.F. ±0.00 NATURAL GRAD - 12" _ (N-12 00" NATURAL GRADE - 12"IF Q4 CRAWL SPACE FLOOR INSULATION R-19 (N) SCREED (N) L(N) 2ph 11/15/2019 3ph 06/24/2020 SECTION Y2—Y2 SCALE 1/4"= 1'-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET CUPERTINO Building Department A-5. 1 REVIEWED FOR CODE COMPLIANCE Reviewed By: Phuong Devries Date: 04/04/22 Community Development Department Planning Division — Cupertino owner CUPERTINO APPROVED Ashok & Case# DIR-2022-010 Application Number c s) J owj l ApprovalBody: Director/Staff Approva I Cate 09/28/22 Signature Brianne Harkousha Case Manager R.T. + 23'-4" 2nd T.P. + 19'-0" NOTES-SUMMARY OF CHANGES: (N)METAL ROOF FRONT PORCH: LAYER#30 FELT OVER 1/2"OSB RADIANT THE ORIGINAL GABLE ROOF AND BARRIER per S.E. PLAN THE TWO LEDGER-STONE-CLAD PILLARS WAS ELIMINATED AND R-38 MODIFIED WITH THE CLEANER INSULATION U-SHAPE PORTAL. GUARDRAIL THE GABLE WINDOW INSERT ON q HEIGHT TOP OF THE MAIN ENTRANCE 42"MIN. �3.5 DOOR WAS ELIMINATED. • • ROOF SLOPE WAS ADJUSTED ' FROM 4:12 TO 3.5:12. CAL GREEN 2016 REQUIREMENTS-MATERIAL FINISH 2nd F.F. + 10'-0" —4 MDF, PARTICLE BOARD, MDF AND PAINTS, STAINS AND OTHER COATINGS c 1st T.P. + 9'-0" O O HARDWOOD PLYWOOD PER SECTION 4.504.2.2 and 4.504.2.3 CG2013. r 0 3'-9" SEE TABLE 4.504.5 CG2013. zo ADHESIVES, SEALANTS AND CAULKS THERMAL INSULATION SHALL BE IN � S PER SECTION 4.504.2.1 CG2013. IN COMPLIANCE WITH VOC LIMITS •r� '`"� 3 o (--� LIVING •l� �.{ ±0.00 1st F.F. ±0.00 CRAWL SPACE FINISH GRADE - 12" FLOOR INSULATION R-19 SCREED (N) • SECTION Y1 -Y1 SCALE 1/4"= 1'-0" PROJECT (N)METAL ROOF LAYER#30 FELT OVER ADDITION 1/2"OSB RADIANT BARRIER per S.E. PLAN R-38 R.T. +23'-4" INSULATION 41 12 SHEET TITLE INSULATION R-38 2nd T.P. + 19'-0" SECTIONS 0 R-19 `n INSULATION 0 0 � o � 60 T.P. + 12'-4.5" 12 <&1;a- & associates o 14 design services BATHROOM (N)PARENTS BEDROOM M +10'-0" +10'-0" 2nd F.F. + 10'-0" T 510.252.1212 1 st T.P. + 9'-0" 1st T.P. + 9'-0" Email : krism2l@gmail.com GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM - ALL HABITABLE ROOMS ABOVE BY REVISION 9 NOT LESS THAN A 5/8-INCH TYPE X 9 GYPSUM BOARD OR EQUIVALENT 1 12-10-21 BP 1 Cres (TABLE R302.6). 2Q 02-25-22 BP 2Cres BEDROOM 1 MASTER BEDROOM MASTER BATHROOM BATHROOM BEDROOM 2 BEDROOM 2 (STUDY/PLAY/ENTERTAINMENT) Q 05-12-22 PL Rev ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 1st F.F. ±0.00 1st F.F. ±0.00 (N FINISH GRADE - 12" _ -12 00" FINISH GRADE - 12" 4 CRAWL SPACE FLOOR INSULATION R-19 (N) SCREED (N) L(N) 2ph 11/15/2019 3ph 06/24/2020 SECTION Y2-Y2 SCALE 1/4"= 1'-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET A-5. 1 Co munity Development Department Planning Division — Cupertino owner CUPERTINO APPROVED Ashok & Case# D I R-2022-010 Application Number(s) S ow),1 Approva I E ody: Director/ Staff Approva I I ate 09/28/22 Signature Brianne Harkousha Case Manager R.T. +23'-4" (N )METAL RF TO MATCH(E) 2nd T.P. + 19'-0" R.T. + 15'-5" (N) STUCCO o Q� (N)METAL RF TO MATCH(E) ♦, �� U III II II III ♦ ♦ ♦ � CRICKET (N )METAL RF 2nd F.F. + 10'-0" TO MATCH(E) o ♦ ♦ 2nd F.F. + 10'-0" 1st T.P. +9'-0" i � ' C N ♦♦♦ 1 st T.P. + 9'-0" I 10745 I t o o I o o I o o0 0 o I I N 0 0 STUCCO o o I • O ------------------------- -- ----- ------- ----------- -- ------------- 1st F.F. I ± 1 st F.F. ±0.00 0.00 NATURAL GRADE - 12" Tr NATURAL GRADE - 12" P.L. P.L. • 5'-7y2" 54'-8" lo, 9'-4Y2„ FRONT ELEVATION SCALE 1/4"= 1'-0" PROJECT NOTES : NOTES : ADDITION MEMBER SHALL BE APPLIED TO RESIDENTIAL BURGLARY SECURITY COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT SECTION 7-2130 ARTICLE(d) 1,2,3 SHINGLES AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR R.T. +23'-4" ALL ADDRESS NUMBERS SHALL BE INTERNALLY LIGHTED AND SHALL BE WHICH A BUILDING PERMIT IS REQUIRED. (CUPERTINO MUNICIPAL s4s A MINIMUM OF FOUR INCHES IN HEIGHT.THE NUMBERS SHALL BE BLACK IN CODE SECTION 9.18.210)" COLOR,WITH THE BACKGROUND BEING ILLUMINATED IN WHITE SHEET TITLE 2nd T.P. + 19'-0" ELEVATIONS ,,,,­—(N)STUCCO-- /*vK 0 T.P. + 12'-4.5" KlliY x associates LILL I II I I II II I (N)METAL RF aebign services TO MATCH(E) LLU-UT 510.252.1212 2nd F.F. + 10'-0" 1st T.P. +9'-0" 1st T.P. +9'-0" Email : krism2l@gmail.com l�7it�Kc�n�t /• r2Yi7.a ate, (N)STUCCO 9 REVISION Q12-10-21 BP 1Cres Q2 02-25-22 BP 2Cres 1st F.F. ±0.00 1 st F.F. ±0.00 NATURALGRAD - 12" ----------------------------------------------------------------- --------------------------------------------------- --------- --------------------------------- NATURAL GRADE - 12" Q4 4'-0" 30'-0Y2" 52'-4316" 9'-95l6,. 2ph 11/15/2019 ol 10 3ph 06/24/2020 LEFT ELEVATION SCALE 1/4"= V-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET 2aCUPERTINO Building Department REVIEWED FOR CODE COMPLIANCE Reviewed By: Phuong Devries Date: 04/04/22 Community Development Department Planning Division — Cupertino owner CUPERTIN4 APPROVFD Ashok & Case # DIR-2022-010 c Application Number(s) J Coll Approval Body: Director/ Staff Approval Cate 09/28/22 Signature I Brianne Harkousha Case Manager R.T. +23'-4" LLLLLIL JLILUML II I I II (N )METAL RF TO MATCH(E) 2nd T.P. + 19'-0" ao ^ , V R.T. + 15'-6.5" v o / FIXED OBS O � � II II � I II II 3 (N )METAL RF C? FIXED 12 • Q� 3.5F TO MATCH(E) N CLEAR I ell r� Ln 2nd F.F. + 10'-0" N _LLUo 2nd F.F. + 10'-0" —4 1 st T.P. +9'-0" i N 1 st T.P. + 9'-01, .� SINGLE HUNG CLEAR I - 10745 I • a o FIXED ZN OBS o I �ifl � � o I o o o I o) 4-4 0 0 6-0" o I Lr) N FIXED I � o OBS 1st F.F. ±0.00 I N '00 N— STUCCO / I 1st F.F. ±0.00 FINISH GRADE - 12" I --------- --------------- - ----- ------ ----------- ---- ---- I FINISH GRADE - 12" Ti■■� P.L. P.L. • 5'-7Y2" 3 54'-8" 9'-4Y2„ NOTES : NOTES-SUMMARY OF CHANGES: FRONT ELEVATION MEMBER SHALL BE APPLIED TO RESIDENTIAL BURGLARY SECURITY FRONT PORCH: SECTION 7-2130 ARTICLE(d) 1,2,3 SCALE 1/4"= 1'-0" • THE ORIGINAL GABLE ROOF AND THE TWO LEDGER-STONE-CLAD PILLARS WAS ELIMINATED AND MODIFIED WITH THE CLEANER U-SHAPE PORTAL. ALL ADDRESS NUMBERS SHALL BE INTERNALLY LIGHTED AND SHALL BE • THE GABLE WINDOW INSERT ON TOP OF THE MAIN ENTRANCE DOOR WAS ALSO ELIMINATED. sae A MINIMUM OF FOUR INCHES IN HEIGHT.THE NUMBERS SHALL BE BLACK IN • ROOF SLOPE WAS ADJUSTED FROM 4:12 TO 3.5:12. COLOR,WITH THE BACKGROUND BEING ILLUMINATED IN WHITE HOME OFFICE FRONT WALL: COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT PROJECT • THE ORIGINAL MORE TRADITIONAL BAY WINDOW WAS REPLACED WITH SIMPLER CANTILEVERED BOX WINDOW.THE OVERALL FRONT WINDOW SHINGLES AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE OPENING DIMENSION WAS REDUCED FROM THE ORIGINAL 8'-9"(WIDTH)X 5'-9"(HEIGHT)TO 6'(WIDTH)X 6'(HEIGHT). ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR • THE ORIGINAL ROOF FOR THE BAY WINDOW WAS ELIMINATED. WHICH A BUILDING PERMIT IS REQUIRED. (CUPERTINO MUNICIPAL ADDITION CODE SECTION 9.18.210)" STAIRCASE FRONT WALL: • THE STAIRCASE FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. R.T. +23'-4" • THE ORIGINAL TWO"LANTERN-STYLE"WINDOWS WERE REPLACED WITH ONE SIMPLER CONTINUOUS VERTICAL WINDOW. • THE INTERMEDIATE ROOF SEPARATING L1 &L2 STAIRCASE FRONT WALL WAS ELIMINATED TO ACCOMMODATE THE PLACEMENT OF THE 12 PROPOSED ONE CONTINUOUS VERTICAL WINDOW. �4 • THE ORIGINAL GABLE ROOF ON TOP OF THE STAIRCASE MASSING WAS ELIMINATED AND KEPT AS ROOF-LESS MASSING FOR CLEANER LOOKS Vj 3 SHEET TITLE AND SIMPLER L2 ROOF CONFIGURATION. cricket 2ND/FLOOR BEDROOM FRONT WALL: 2nd T.P. + 19'-0" • THE 2ND/FLOOR BEDROOM FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. ELEVATIONS • 2ND/FLOOR WINDOW NO CHANGE. GARAGE,COLOR PALETTE&AREA CALCULATION :NO CHANGE. �(N)STUCCO ."' 0 0 o> 3 12 T.P. + 12'-4.5" I I I I 13.5 associates (N)METAL RF design services TO MATCH(E) T 510.252.1212 2nd F.F. + 10'-0" 1st T.P. + 9'-0" 1st T.P. + g'-0" Email : krism2l@gmail.com � � r•r uYicGc o9) (N)STUCCO 9 REVISION 1Q 12-10-21 BP 1 Cres 2Q 02-25-22 BP 2Cres 1st F.F. ±0.00 1st F.F. ±0.00 Q 05-12-22 PL Rev FINISH GRADE - 12" ----------------------------------------------------------------- --------------------------------------------------- --------- --------------------------------- FINISH GRADE - 12" 4'-0" 30'-0Y2" 52'-43/16" 9'-*16.. 2ph 11/15/2019 3ph 06/24/2020 LEFT ELEVATION SCALE 1/4"= 1'-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET A-6 Co munity Development Department Planning Division — Cupertino owner CUPERTINO APPROVED Ashok & Case# DIR-2022-010 Application Number(s) So` j1 Approval E ody: Director/ Staff Approva I E ate 09/28/22 Signature Brianne Harkousha Case Manager R.T. +23'-4" (N)METAL RF TO MATCH(E) 2nd T.P. + 19'-0" ULLLLL V (N)STUCCO obscure R.T. + 15'-5" glass inoperable io window ire , � T.P. + 12'-4.5" M ILL I ` ` O Ln o N 1st T.P. +9'-0" .000 � � U I I o , o o °° LI o o I�jj Q) I — I ±0.00 1st F.F. I I 1st F.F. ±0.00 NATURAL GRADE - 12" I IT---- --------------------- ----- ----------------------- --- — I NATURAL GRAD - 12" L P.L. 1 P.L. 9'-4Y2„ 54'-8" 5'-7Y2„ REAR ELEVATION SCALE 1/4"= 1'-0" PROJECT ADDITION R.T. +23'-4" PHASE 3 SHEET TITLE 2nd T.P. + 19'-0" ,,�(N)STUCCO E L EVAT I O N S obscure o glass JiLLIL Ll inoperable window - �y to T.P. + 12'-4.5" associates q l l i i ut;sign services (N)METAL RF T 510.252.1212 2nd F.F. + 10'-0" L-------------- --------- - ------- _ _ TO MATCH(E) 1st T.P. +9'-0" 1st T.P. +9'_0�� Email : krism2l@gmail.com IT� 11 hiril-Gcrmn, �ueia 0 o REVISION �(N)STUCCO it Q st ± 0.00 1st F.F. ±0.00 F----------------------------- ------------------------------------------------------------- ------------------------------ ------------------------------- Q NATURAL GRADE - 12" 1NATURAL GRADE - 12" 4 35'-8y2" 27'-10" 14'-3" 14'-4y2" 4'-0" 2ph 11/15/2019 2ph 02/08/20 3ph 06/24/2020 RIGHT ELEVATION SCALE 1/4"= 1'-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET 2aCUPERTINO Building Department REVIEWED FOR CODE COMPLIANCE Reviewed By: Phuong Devries Date: 04/04/22 Community Development Department Planning Division — Cupertino owner & CUPERTIN4 APPROVIED Ashok Case # DIR-2022-010 c Application Number(s) J Coll Approval Body: Director/ Staff Approval Cate 09/28/22 Signature I Brianne Harkousha Case Manager R.T. +23'-4" (N)METAL RF TO MATCH(E) 2nd T.P. + 19'-0" V R.T. + 15'-6.5" �(N)STUCCO obscure \y glass inoperable io window in h T.P. + 12'-4.5" co 9H IL I O 2i --------- --------- - ----- -J o i00001st T.P. o N ♦ ♦ ♦ 1st T.P.1. +9'-0" + - I I o 1 o 0 1 4-4 o o , a) 1st F.F. ±0.00 I I 1st F.F. ±0.00 FINISH GRADE - 12" I ------- --------------------- ----- ----------------------- --- -------- I FINISH GRADE - 12" Ti■■� P.L. 1 P.L. • 9'-4y2" 54'-8" 5'-7y2" REAR ELEVATION SCALE 1/4"= 1'-0" NOTES-SUMMARY OF CHANGES: STAIRCASE FRONT WALL: PROJECT • THE STAIRCASE FRONT WALL WAS PROPOSED TO BE DOUBLED IN THICKNESS TO ALLOW FOR DESIRABLE RECESSED WINDOW EXPRESSION. • THE ORIGINAL TWO"LANTERN-STYLE"WINDOWS WERE REPLACED WITH ONE SIMPLER CONTINUOUS ADDITION VERTICAL WINDOW. • THE ORIGINAL GABLE ROOF ON TOP OF THE STAIRCASE MASSING WAS ELIMINATED AND KEPT AS ROOF-LESS R.T. +23'-4" MASSING FOR CLEANER LOOKS AND SIMPLER L2 ROOF CONFIGURATION. 41 3 SHEET TITLE cricket 2nd T.P. + 19'-0" (N)STUCCO ELEVATIONS 0 r` obscure o glass inoperable II Id 11 ITwindow - T.P. + 12'-4.5" Klii.Y & associates Ll design services 2nd F.F. + 10-0 1. _ � MEYA T 510.252.1212 _ TO MATCH 1st T.P. +9'-0„ I 1st T.P. +9'-0" Email : krism2l@gmail.com � � r•r uYicGc REVISION 0 0 (N)STUCCO 1Q 12-10-21 BP 1Cres 2Q 02-25-22 BP 2Cres 1st F.F. ±0.00 1st F.F. ±0.00 Q 05-12-22 PL Rev ---------------------------- ------------------------------------------------------------- ------------------------------ ------------------------------- Q FINISH GRADE - 12" FINISH GRADE - 12" 4 35'-8y2" 27'-10" 14'-3" 14'-4y2" 4,4„ 2ph 11/15/2019 2ph 02/08/20 3ph 06/24/2020 RIGHT ELEVATION SCALE 1/4"= 1'-0" DATE 06.24.2020 DRAWN BY km SCALE AS SHOWN SHEET Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# [31ROM2241210 Application Number(s) Approval Body: Director/ Staff Approval Date 09/08/22 windows trim 1 body eaves & gutter roof Signature Brianne Raoemsha ' Case Manager 1745 t --r iLO O FRONT ELEVATION SCALE 1/411= 11-011 entrance door entry porch garage door BODY TRIM 1 TRIM 2 EAVES & GUTTER EXTERIOR FINISH EXTERIOR FINISH EXTERIOR FINISH EXTERIOR FINISH Dryvit Acrylic Dryvit Acrylic Kelly Moore Alkyds Kelly Moore Alkyds Color : China White #310 Color : China White #314 Color : Pearly White KMW44 Color : Pearly White KMW44 WINDOWS ENTRY PORCH ROOF GARAGE DOOR Manufacture : Natural Stone Veneer Metal Roof Manufacture : Jeld Wen Door & Window Ledgerstone Color : to match ( E) C. H . I Overhead Doors Color : Alum black Cape Cod Gray Planks Collection : Mahogany Woodtone with frosted glass windows insert A. THIYAGARAJAN Residence r�s associates • Aft MATERIAL PROPOSAL X services 10745 Peninsular Ave . color scheme design Fremont.. CA 94538 P 510 ,252 . 1212 Community Development Department Planning Division — Cupertino 'CUPERTINQ APPROVED Case # D I R-2022-010 Application Number(s) Approval Body: Director/ Staff Approval Date 09/28/22 windows trim 1 body eaves & gutter roof Signature Brianne Harkousha Case Manager I . ... Eli 10745 0 0 0 0 0 0 0 0 0 0 0 entrance door entry porch garage door BODY TRIM 1 EAVES & GUTTER EXTERIOR FINISH EXTERIOR FINISH EXTERIOR FINISH Dryvit Acrylic Dryvit Acrylic Kelly Moore Alkyds Color : China White #310 Color : China White #310 Color : Platinum Granite KM4910 WINDOWS ROOF GARAGE DOOR Manufacture : Metal Roof Manufacture : Reynaers Aluminium Color : to match ( E) C. H . I Overhead Doors Color : Alum black Planks Collection : Mahogany Woodtone with frosted glass windows insert A. THIYAGARAJAN Residence MATERIAL PROPOSAL Xri*s associates services 10745 Peninsular Ave . color scheme design Fremont, CA 94538 P 510 ,252 , 1212