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EXC-2022-001 Approved Plans Community Development Department Manning Division - Cupertino M U e ny Shah ,CUPERTINO APPROVED Case # E C-2022-001 ArchitectS Application Number(s) Approval Body: Planning Commission Approval Date 09/28/22 555 Pierce Street, 321 Albany, CA 94706 Signature lBrianne Harkoushva�ager 51 1 - 166 SHAH R SID NC D CK MODIFICATIONS kshaharch@gmail com 22332 REGNART ROAD , CUPERTINO , CA 95014 �.�5�D A R cy � \ C . S 0 l -A GENERAL NOTES ABBREVIATIONS PROJECT DATA PROJECT ROSTER SHEET INDEX REN. 28460 01/31 31//2023 s�gTe @ AT N. NORTH ZONING INFORMATION: OF CPS\, 1 . ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE FEDERAL, A.F.F ABOVE FINISH FLOOR (N) NEW A.P.N: 366 39 005 OWNER T1 .0 COVER SHEET & SITE PLAN STATE AND/OR LOCAL LAWS, ORDINANCES, STATUTES AND REGULATIONS AND WITH BD. BOARD N.I.C. NOT IN CONTRACT ZONING: RHS-80 RAJENDRA AND PALLAVI SHAH C1 BOUNDARY & TOPOGRAPHIC SURVEY INDUSTRY ASSOCIATIONS' REQUIREMENTS, AND MANUFACTURER'S REQUIREMENTS AND BLDG. BUILDING N.T.S NOT TO SCALE 22332 REGNART ROAD RECOMMENDATIONS. NOTHING IN THE DRAWINGS IS TO BE CONSTRUED AS REQUIRING OR CAB CABINET CUPERTINO, CA 95014 O.C. ON CENTER LOT AREA: 90,169 SQ. FT. (2.07 ACRES)OPP. OPPOSITE C2 BOUNDARY & TOPOGRAPHIC SURVEY PERMITTING WORK CONTRARY TO THESE APPLICABLE RULES, REGULATIONS, CBC. CALIFORNIA BUILDING CODE LAND USE: VERY LOW DENSITY (5-20 ACRE SLOPE DENSITY FORMULA) ENLARGED PLAN REQUIREMENTS AND CODES. O.D. OVERFLOW DRAIN (408) 307-6399 ( ) CLG. CEILING PLYWD. PLYWOOD AVERAGE SLOPE: 41 .60% Email: Rajendra.shah@gmail.com 2. THE DESIGN PRESENTED ON THESE DRAWINGS ESTABLISHES THE GENERAL CLR. CLEAR P.T. PRESSURE TREATED ARCHITECTURAL ARCHITECTURAL REQUIREMENTS FOR THE PROJECT. IT DOES NOT PRESENT ALL DETAILS CONC. CONCRETE R RISER OR RADIUS BUILDING CODE INFORMATION: ARCHITECT REQUIRED FOR CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO EXERCISE SOUND CONT. CONTINUOUS RCP REFLECTED CEILING PLAN CONSTRUCTION TYPE B (NON RATED) MUFFENY SHAH ARCHITECTS A1 .0 DECK DEMOLITION PLAN JUDGMENT IN ACCORDANCE WITH CODE REQUIREMENTS. CONST. CONSTRUCTION REF. REFRIGERATED OCCUPANCY (EXISTING) R-3 SINGLE FAMILY DWELLING 555 PIERCE STREET, #321 A2.0 DECK IMPROVEMENT PLAN 3. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE DEMO. DEMOLISH / DEMOLITION R.D. ROOF DRAIN NO. OF STORIES 1 ALBANY, CA 94706 DIM. DIMENSION A3.0 PROPOSED DECK ELEVATIONS AND SECTION REPORTED TO THE ARCHITECT PRIOR TO START OF CONSTRUCTION. RM ROOM GROSS FLOOR AREA D.S. DOWNSPOUT REQ'D REQUIRED @g shaharchitects(510) 213-3166 A3.1 EXISTING DECK ELEVATIONS AND PROPOSED R.O ROUGH OPENING FLOOR AREA RATIO: 4. HORIZONTAL DIMENSIONS SHOWN ARE TO FACE OF FINISH, FACE OF PANEL, AND ACTUAL DWG. DRAWING EXISTING FIRST FLOOR 4,794 SQ. FT. (NO CHANGE) Email: muffeny mail.com DECK COLOR DOOR OPENING WIDTH, UNLESS OTHERWISE NOTED. DIMENSIONS TAKE PRECEDENCE E. EAST S. SOUTH A3.2 ELEVATIONS SHOWING RIDGE SIGHT LINE OVER SCALE OF THE DRAWING. (E) EXISTING S.C. SOLID CORE ALLOWABLE = LESSER OF 6,500 SF. OR STRUCTURAL ENGINEER EA. EACH SCHED. SCHEDULE (4,500 + ((Net lot area -10000)/1000)(59.59)) x (Slope adjustment factor) ARUN SHAH & ASSOCIATES A3.3 PROMINENT RIDGELINE LOCATION PLAN 5. THE CONTRACTOR SHALL PREPARE SURFACES TO RECEIVE FINISHES. PATCH ALL EQ. EQUAL SECT. SECTION (4500 + ((90,169-10,000)/1000)(59.59))X30%) 43072 CHRISTY STREET SURFACES ALTERED BY NEW WORK. ALL NEW AND PATCHED SURFACES SHALL BE STRUCTURAL 3 SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO EXT. EXTERIOR SIM. SIMILAR (4500 + 4807) X (1-0.3) = 6,515 SQ. FT FREMONT, CA 94538 SHAH RESIDENCE RECEIVE THE FINISH AS SPECIFIED. IN PATCHED AREAS OR ANY AREA WHERE A FINISH IS FAU FORCED AIR UNIT (FURNACE) S.F. SQUARE FEET F.A.R.- 4,795/6500 = 0.74 (510) 220-4264 S1 .1 STRUCTURAL NOTES NOT SPECIFIED THEY SHALL MATCH ADJACENT MATERIAL IN CONSTRUCTION, COLOR, F.F. FINISHED FLOOR S.S.D SEE STRUCTURAL DRAWINGS Email: Arun@ArunShahand Associates.com DECK REPLACEMENT FINISH AND TEXTURE. FLR. FLOOR SQ. SQUARE LOT COVERAGE: EXISTING: 9,690/90,169 = 0.11 S2.0 FOUNDATION PLAN F.O. FACE OF STL. STEEL PROPOSED: 10,550/90,169 = 0.12 LAND SURVEYOR S2.1 DECK FRAMING PLAN 6. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY SURFACES OF ITEMS DAMAGED BY FT. FOOT/FEET STRUCT.STRUCTURAL EXISTING EXTERIOR DECK: 2,660 SQ. FT. To be removed STERLING CONSULTANTS 22332 REGNART ROAD CONSTRUCTION TO THE SPECIFICATION OF THE OWNER AND THE ARCHITECT. ( ) S3.1 TIE ROD ELEVATION & DETAILS G.C. GENERAL CONTRACTOR T TREAD RECONSTRUCTED DECK 3,520 SQ. FT. 46560 FREMONT BOULEVARD, SUITE NO. 205 S3.2 DECK FRAMING DETAILS CUPERTINO, CA 7. THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE SITE AND VERIFIED G.F.C.I GROUND FAULT CIRCUIT INTERRUPTER TEMP. TEMPERED TOTAL DECK ADDITION: 860 SQ. FT. FREMONT, CA 94538 ACTUAL GRADES, ELEVATIONS, DIMENSIONS, AND DECLINATIONS AND THE TRUE G.S.M. GALVANIZED SHEET METAL THK. THICK NO CHANGE TO EXTERIOR OF BUILDING (510) 344-8955 CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. ANY DISCREPANCIES SHALL BE GYP. GYPSUM THRU THROUGH Email: lsterlingconsultants@gmail.com CALLED TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. HORIZ. HORIZONTAL T.O. TOP OF APPLICABLE CODES 2019 CALIFORNIA RESIDENTIAL CODE TYPICAL 2019 CALIFORNIA MECHANICAL CODE GEOTECHNICAL CONSULTANTS HOUR TYP. 8. INSTALL ALL MATERIALS AND PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER'S HR. 2019 CALIFORNIA ELECTRICAL CODE RECOMMENDATIONS AND APPLICABLE ICBO REPORTS. FURNISH AND INSTALL ALL HT. HEIGHT U.O.N. UNLESS OTHERWISE NOTED WAYNE TING & ASSOCIATES COMPONENTS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. INFO. INFORMATION VERT. VERTICAL 2019 CALIFORNIA PLUMBING CODE 42329 OSGOOD ROAD, UNIT A INT. INTERIOR V.I.F. VERIFY IN FIELD 2019 CALIFORNIA FIRE CODE FREMONT, CA 94539 9. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE MANUF. MANUFACTURER W. WEST 2019 BUILDING ENERGY EFFICIENCY STANDARDS (510) 623-7768 DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEN THEIR MAX. MAXIMUM W.C. WATER CLOSET 2019 CALIFORNIA GREEN BUILDING STANDARDS CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT CITY OF CUPERTINO ORDINANCES Email: Wayne@wayneting.net ARE SHOWN OR CALLED FOR. MIN. MINIMUM WD. WOOD MTD. MOUNTED W/ WITH 10. ANY SITE AND BUILDING AREAS UNAFFECTED BY THIS WORK SHALL BE PROTECTED FROM MTL. METAL W/OUT WITHOUT SPECIAL INSPECTIONS LIST SPECIAL CONDITIONS LIST PROJECT SCOPE ANY DAMAGE CAUSED BY THIS WORK. ANY DAMAGE TO EXISTING STRUCTURES AND WH WATER HEATER BUILDING ELEMENTS SO CALLED SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. 1 . EXCAVATIONS/ DRILLED PIERS BY SOILS ENGINEER 1 . SITE OCCURS IN A GEOLOGIC SLOPE-INSTABILTIY ZONE REPLACE EXISTING DETERIORATED EXTERIOR 11 . DO NOT SCALE THE DRAWINGS. LAY OUT WORK FOLLOWING WRITTEN DIMENSIONS. IF 2. DRILLED PIER REBAR BY ENGINEER OF RECORD/ 3RD PARTY 2. SITE OCCURS IN A GEOLOGIC HILLSIDE ZONE ELEVATED DECK AND GUARDRAIL WITH NEW WRITTEN DIMENSIONS ARE LACKING, NOTIFY THE ARCHITECT AT ONCE. WHERE TESTING AGENCY (PLEASE PICK ONE) 3. SITE OCCURS IN A WILDLAND URBAN INTERFACE HIGH DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION. 3. WELDING BY 3RD PARTY TESTING AGENCY FIRE SEVERITY ZONE 12. THE CONTRACTOR SHALL DO ALL WORK IN ACCORDANCE WITH THE PLANS AND 4. EPDXY ANCHOR/ HOLDOWNS INTO EXISTING CONCRETE BY SPECIFICATIONS AS APPROVED BY THE BUILDING OFFICIAL. THE PLANS AND ENGINEER OF RECORD/ 3RD PARTY TESTING AGENCY SPECIFICATIONS SHALL NOT BE CHANGED OR MODIFIED WITHOUT THE APPROVAL OF THE (PLEASEPICK ONE) ARCHITECT. 13. THE ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR UNDERGROUND UTILITIES NOR LOCATION MAP SITE PLAN N 1" = 40' FOR THE EXISTENCE OF OTHER BURIED OBJECTS. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANY & PROVIDE UTILITY LOCATION SERVICES AS REQUIRED TO ueeo LriIrr uouuours v \� LEGEND OBTAIN THE EXACT DEPTH OF BURIAL AND HORIZONTAL LOCATION OF UTILITY LINES, ke u' ..-John F. Kenredy �� CONDUITS PIPING ETC.. PRIOR TO PERFORMING UNDERGROUND CONSTRUCTION THE Mtllehraol � SITE NOTES: rfr;;, ,41r��._; 571nn7osL (E) DECK TO BE CONTRACTORS SHALL MAKE THE NECESSARY PROBES AND EXPLORATION TO IDENTIFY . - �: JoIlymn nPark a�E_ PRIVATE ROAD 0 RECONSTRUCTED AREAS OF POSSIBLE CONFLICT WITH THE PROPOSED WORK. r�rF,�, 4 ___, ._ _ ____ _ THERE IS NO CUT AND FILL �� \ c koiorialw� PROPOSED FOR INSTALLATION OF � \ \� � (N) DECK EXTENSION THE NEW GRADE BEAMS. NEW 14. PROVIDE FIRE DEPARTMENT ACCESS AT ALL TIMES DURING CONSTRUCTION. Ldwal+�l9yy 4 �\ \ ' Linda Vista Pork Qi aipLw Ado � - GRADE BEAMS ARE ABOVE THE � \ � �� ego� �� \ PROPOSED WORK IN SLOPES 15. AT THE COMPLETION OF CONSTRUCTION, REMOVE ALL EXCESS MATERIAL AND REFUSE "r� M r ox�� GROUND SEE A3.0 0 \ \ °s, \ GREATER THAN 30 FROM SITE. LEAVE ALL SURFACES WITHIN CONSTRUCTION SITE FREE FROM DUST, DIRT \ AND STAINS. WINDOWS SHALL BE WASHED. Dr ��` � �tirl , �� SEE SURVEY SHEETS C1 AND C2 FOR \ V V A ��A �RIR� 5 LOCATION, SIZE AND SPECIES OF ED I \ \ \ \ \ o EXISTING TREES. ALL EXISTING I L I\ \ \ \ ROAD, PUE AND rareLeiu IT 8 Q I \ \ �\\ \ \\ TRAIL EASEMENT CU TREES ARE TO REMAIN. County Park '-' i#oI4�It4R NO NEW RETAINING WALLS ARE PROPOSED IN THIS SCOPE OF WORK. < I \ \ \ \ O� Sheet KID s.+se WO ` r F NO NEW LANDSCAPING NOR O I du MODIFICATIONS TO EXISTING C - �� \ \ \ \ \ \ \ \ PUBLIC UTILITY o ,- 5hadaw+'I"I'S LANDSCAPING ARE PROPOSED IN - j � s�� \ \ \ \ \\ EASEMENT (PUE) COVER SHEET THIS SCOPE OF WORK co C) RML131Cw ar o m PRIVATE ROAD AND SITE PLAN , k5rnny�alasarn P, 0- o 3 Q• / / �_ - / / 1 \ \ \ \\\ \ �� fachBlrw�m Ur \ \ \ c > 10 h� a l \ (.0 tlafmandw Wry r N a CV I#eu1i" o-r z / RwT SCOPE \ I \ \ \ Date Issued for: \\ 03-15-2021 Permit � Q CA 0 / REBUILT DEC-EC I / I \\ \ \ 10-22-2021 Progress - Planningreview 12-15-2021 QHillside Exception Request 4", U ' L I LL 02-07 2022 QSlopes Updated __ 07-1 1-2021 Hillside Ex Review Response - 1 � { 84'-1 � IST(E FT o 22332 Reg n Roadrospec� o > 1751- (P�OP0SE .aw„f�04 , (E) HOUSE 2 �, I I � \ ) �OL v 1 \ 1° :2:1 - w - / Drawn by KS �' \ \ I � A � ENTRY, �j LAN SCAPE i Q Rro \ E) PECK G� �gTI4G fn p CN o Checked by O REMAI / � KS 100, cU o� .0 o a Project no Sheet no v r cu PROJECT SITE � � � =� 1803 T 1 .0 o 301.45' UJ ommuni y Development Department Planning Division — Cupertino LEGEND CVPERTIN APPROVED Case # EX -2022-001 / � SYMBOL DESCRIPTIONS ABBREVIATIONS ApplicationNumber(s) / / AAC AIR D AREA CONDITIONER UNIT —$80 -- BOUNDARY RIGHT—OF—WAY LINE Appro I Body: Planning Commission _ _ _ _ RAIN EASEMENT LINE AP ASPHALT PAVEMENT Appro I Date 09/28/22 _ _ _� CENTERLINE ( �) BSI BUILDING SETBACK TLOIR —885 LOW SIDE Signat a Brianne RETAINING WALL BSW BACK OF WALK Harkou shi&ager / ` HIGH SIDE BW BOTTOM OF WALL (EXPOSED FACE) — — — —890— _ SANITARY SEWER LINE AND CONC. CONCRETE EX. SS---�� MANHOLE OR CLEANOUT DBH DIAMETER AT BREAST HEIGHT —895� ® DRAIN INLET DI DRAINAGE INLET DM DEADMAN ANCHOR PERCENT GRADE EP EDGE OF PAVEMENT EX EXISTING x 607.0 EXISTING GRADE ELEVATION FF FINISHED FLOOR ELEVATION / \ FG FINISHED GARAGE ELEVATION EXISTING CONTOUR w/ ELEVATION FH FIRE HYDRANT FL FLOW LINE ELEVATION FW FACE OF WALL N8,° • EXISTING TREE w/ DBH GM GAS METER JP JOINT POLE �6JJ MB MAILBOX O/H OVERHEAD h \ PB PULLBOX PL PROPERTY LINE I PSE PUBLIC SERVICE EASMENT PUE PUBLIC UTILITY EASEMENT / �zOREDW00D \ \ R— RADIUS OF CURVE INCLUDED ANGLE OF CURVE L— LENGTH OF CURVE ` SSCO SANITARY SEWER CLEAN—OUT SSMH SANITARY SEWER MANHOLE VG VALLEY GUTTER ''32g REDWODDv '•7"4 \ \ I pU nU eU � P D�Tg s SL STREET LIGHT /vni b!• .�mu..:'riW•' - nW � m� 2\ ^' }D�3, WCE WIRE CLEARANCE EASEMENT M� 03 °arcs �w�a P 9EGK4fFR 4 °�� w4� }\ WM WATER METER t 9 ^.::• .`. W. 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L 100 _ 5 * 72508 * 100 s°5° ��cg ,� E AVERAGE SLOPE S AREA 90 245 SQ . ET. 41 . 60% /a. � [> �< — , 9.9 1 eP mq D[RS 0 BOUNDARY: BOUNDARY BASED UPON FIELD SURVEY mew / / ' PERFORMED BY OR UNDER DIRECTION OF F ELMUT ��,F-� LAND SVIPL COPYRIGHT NOTE. DrRrS9 [ eD , pUE / // GRAPHIC SCALE / KORSTICK, PLS 7739. v`� � R• KD F� �0 GROSS LOT AREA = 90 245.53 SQ.FT. (2.0718 ACRES) � �J COPYRIGHT © STERLING CONSULTANTS ALL RIGHTS RESERVED. NO PART / / �/ 20 0 10 20 40 80 DE THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY DiR> VERTICAL DATUM: ASSUMED ELEVATION OF 948.50 FEET AT THE BASIS OF BEARINGS: CALCULATED BEARING OF N 17037'52 W BETWEEN FOUND MONUMENTS ON * NO. 7739 COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF � ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY / / / / ( IN FEET ) EXISTING FINISHED FLOOR AS SHOWN ON ORIGINAL BUILDING REGNART ROAD, 1 AT THE NW TERMINUS OF THE CENTERLINE COURSE LISTED AS N 7018,001,W 43.60, STERLING CONSULTANTS. COPIES OF THIS DRAWING WITHOUT AN ORIGINAL / 1 inch = 20 ft. PERMIT PLANS. AND THE OTHER AT THE NW TERMINUS OF THE CENTERLINE COURSE LISTED AS N 8044,46 W 106.00 TF OF CA0 13 SIGNATURE AND STAMP ARE NOT VALID. AS SHOWN ON THE MAP OF TRACT 6310, BOOK 439 OF MAPS AT PAGES 24-26, S.C.C.R.. DATE: SEPTEMBER 13, 2021 PREPARED BY, OR UNDER SHEET NO. SCALE: AS NOTED THE DIRECTION OF: �e�SEK�O�q�F PREPARED BY: PREPARED FOR: APN: 366-39-005 22332 REGNART RD �Q Stitt � STERLING RAJENDRA & PALLAVI SHAH C I DRAWN: DSK W vZ of C 5i620 — CONSULTANTS 22332 REGNART RD BOUNDARY & TOPOGRAPHIC SURVEY DESIGNED: DSK * * CUPERTINO, CA 95014 � OF 2 SHEETS s Q 46560 FREMONT BOULEVARD,SUITE NO. 205 ENGINEER: DSK �q�F ��'� FREMONT,CA 94538 JOB N0. MANAGER: DSK N0. BY DATE REVISIONS CITY APPR Op CALIF lsterlingconsultants@gmail.com PHONE: 510.344.8955 CITY OF CUPERTINO COUNTY OF SANTA CLARA CALIFORNIA 20##—## ommunl y eve o \ \ \ be11 \ Planning Division -)Cupertino CVPERTIN APPROV�D Case # EX -2022-001 � kq~ � � — �� \ \ \ — — o,`` / �� m Application Nu er(s) / / �`vq� Appro I Body: Planning Coljnmission 4~ I / Q2t/ 1r?JIIQ-�d r—�lAppro I Date 09128122 qk -s nat a Brianne pJ LO 0 oV JOD alter P S�a�, � aHarkos mO 0-------------- ------ ------6 ---------M ------�� ° - b —� �� pARO \ \ \ \ \ \ �\ \ \ \ _ \ \ \ \ \ � 4� \ § CD ` ol 1<0 I l dfP i 0- 03 30d 4� \ kl�olV 0 �O 4,G' � k �p9�,L£6 \ I / 7 sr p o°' ?i dlZb'8£6X o�r^i �� 802639' a• S 0 ' ' ..: Q aQ d ti .Cd rn me cpJ av' O O \ L£6 \ I I I OOP R� a re, _ _\ \ / \ p i V10 2I �13 Q y�,�L�I-sll.a-a ° � ��Q �° 947.88 LO'6£i5�' iS'L' 6 \L-f -- {� ---- DECK CNR ° \ M Z q Q °� Mq l k o rn Q \cy ( 1 Qe Q 00 v a p o 0/1/� Pals. k Ri Z/` ,� 2i k X .O".. \ >)6� /\^� /b � 6 ti Q \ Oj Q� 949.10 0 2 �� ° ° qv.�� ° a• �� o ^ Z / icy I I I D1� w n Q� v ° .° : 0�9 I STEP TOP O� 936,59 M�' o °= / IP Q� �L o l ; b ED CTR 12 Y�� 6 ------------- — --- ---- Q�—4 ------ O� O° LL ° ° U o �� c 0= O`, ��`�o <�j6 SJ °. 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NO PART = 0 OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY VERTICAL DATUM: ASSUMED ELEVATION OF 948.50 FEET AT THE BASIS OF BEARINGS: CALCULATED BEARING OF N 17°37'52 W BETWEEN FOUND MONUMENTS ON * NO. 7739 ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY ( IN FEET ) EXISTING FINISHED FLOOR AS SHOWN ON ORIGINAL BUILDING REGNART ROAD, 1 AT THE NW TERMINUS OF THE CENTERLINE COURSE LISTED AS N 7018,001,W 43.60, COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF 1 inch — 10 ft. a 9T STERLING CONSULTANTS. COPIES of THIS DRAWING WITHOUT AN ORIGINAL - PERMIT PLANS. AND THE OTHER AT THE NW TERMINUS OF THE CENTERLINE COURSE LISTED AS N 8044,46 W 106.00 F�F CA0� 13 SIGNATURE AND STAMP ARE NOT VALID. AS SHOWN ON THE MAP OF TRACT 6310, BOOK 439 OF MAPS AT PAGES 24-26, S.C.C.R.. DATE: SEPTEMBER 13, 2021 PREPARED BY, OR UNDER SHEET NO. SCALE: AS NOTED THE DIRECTION OF: �e�SEK�O�q�F PREPARED BY: PREPARED FOR: APN: 366-39-005 22332 REGNART RD Stitt STERLING RAJENDRA & PALLAVI SHAH DRAWN: DSK W vZ DESIGNED: DSK C 51620 - CONSULTANTS 22332 REGNART RD BOUNDARY & TOPOGRAPHIC SURVEY * * T OF S s Q 46560 FREMONT BOULEVARD,SUITE NO. 205 CUPERTINO, CA 95014 2 2 SHEE ENGINEER: DSK FREMONT,CA 94538 JOB NO. MANAGER: DSK N0. BY DATE REVISIONS CITY APPR OF- CALIFo lsterlingconsultants@gmail.com PHONE: 510.344.8955 CITY OF CUPERTINO COUNTY OF SANTA CLARA CALIFORNIA 20##-## Community Development Department NOTES: tanning Division - Cupertino M ff n Shah 1 . SEE STRUCTURAL DRAWINGS FOR STRUCTURAL DEMOLITION, U e y S CI CUPERTINO APPROVED + + Case # E C-2022-001 SHORING ETC. Arc h I I eC I S ApplicationNumber(s) B B.5 C C.2 C.7 D D.3 D.5 E E.3 E.7 2. CONTRACTOR SHALL VERIFY ALL EXISTING DECK ELEVATIONS. NEW DECK ELEVATIONS SHALL MATCH EXISTING Approval Body: Planning Commission 1 Approval Da e 09/28/22 REMOVE (E) WOOD 555 Pierce Street, 321 I I I I I I I I LEGEND Albany, Signature Brianne FRAMING AND DECKING - REP ACE EXISTI G A 7 6 Harko�asl�veager I I 51 1 - 166 REMOVE (E) POSTS DECK 2 660 SIF INDICATES EXTENT OF kshaharch@gmail com DECK DEMOLITION AND GUARDRAIL 64'-011 INDICATES EXTENT OF POOL 2.5 _ _ _ DECK COATING TO REMAIN � -T -7 Ti 1 �`„' � � — � - 1 1— ' ail � I 1 1 I I I I I I IL ERI D CK I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I-T tf �I I fi l I rt I--I- � +-1 + 1 -4- �I-I-1 I�-� 1 � 1- � �--+ L--I I -L I—L 1 1 LI Jam, I (61K�1 I 1 I 1 I 1 I I w �.� �I REMOVE (E) POSTS, Y , I I I I I I I I I I I I I I I IN cnl I I I I I I I I I I IL I I I I I DECK FRAMING, c 28460 I I /r'-J I I 11 1 �� /r1,I I� XI I I � I I I I I I I I I GUARDRAIL AND REN. 01/31/2023 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DECKING s p) I� -ICI- 1-+ t +-r -I I \ CONTR CTOR SHALL MAKE 4.4 I I ALL MODIFICATIONS AND 1 1 6110191 1 1 I I I I I I I I I I I I I I I REPAIR$ TO THE EXISTING T REMOVE (E) WOOD \ WALKWAY ALL AROUND THE REMOVE (E) I I_ I I DECKING. (E) STRUCTURE I I I ��\� DECK A REQUIRED FOR 'I WOOD TO REMAIN, S.S.D 1\ INSTALLATION OF NEW PIERS, RAILING. POSITS AND GRADE BEAMS ---4 -I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 G T REMOVE FINISH ON _ 1 1 1 1 1 1 1 (E) STEPS. PREP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� �I � I �� r � I_ I 1 1 1 1 1 1 1 FOR (N) COMPOSITEFF r l l l l l l l l l l l t r -I WOOD FINISH - �� G.5 G.8 OH REMOVE (E) I I I I I I I I I c (E) DECK I I I I I I I �- _ I I POSTS AND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I -T 1 MOVE O POSTS, GUARDRAIL — 41P DE FRAMING, E DECK TO - GUAR AIL AND O �I I � , DECK IN SHAH RESIDENCE I I I REMAIN - NO I I I I P WORK I_ 13'-10" l l l l UP h \\ DECK REPLACEMENT REMOVE (E) OOD h� ` I- FRAMING AN 'I (E) POOL 1 1 1 I �� -rI -F I _ T-I -F F7 T-1--\1 I-T 1� FlI DECKING 22332 REGNART ROAD Ili ^ i ilililililllillllllllllll 1 1 1 1 1 1 I CUPERTINO, CA REMOVE (E) 1� N WOOD RAILING. 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I� I I I II I I I I I I I I I I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I REMOVE (E) WOOD DECKING, (E) STRUCTURE I - REMOVE FINISH ON (E) STEPS. PREP \ 1 1 TO REMAIN, S.S.D. II III I FOR (N) COMPOSITE II I ll 1 1 1 1 1 1 1 WOOD FINISH J `I � EXISTING RESIDENCE 61'-6" 10011 NO WORK T D� 1 1 1 1 REMOVE (E) _ WOOD RAILING. i h l \T / / 6.8 REMOVE (E)/ \1 I I I (E) SPA E FRAMING TO / / � � � - /-I- _ - I I I I I I O i'\ � \i >\i STAIRAND/ -I- - REMAIN / � ��\ / � � � , ,l //� RAILING - FT - I UP + � � I I I I I I I I � l l I- -I 1 1 1 1 1 ENTRY I I R� (E) W00� I I I I I I I II I I I I� I I I I I I I CU II I I - I I I- I I I I I I I I I I I I 1 11 1 11 1 1 - - - - UP Sheet a -AIL - - - { EXTERIOR DECK Y DEMOLITION PLAN - 1 I- 1111111 N O 1 1 1 1 1 1 1 CD (E) PATH AND \ STEPS TO BE Date Issued for: RECONFIGURED, 03-15-2021 Permit SEE A2.1 �— 10-22-2021 Progress- Planningreview w 12-15-2021 QHillside Exception Request Q I I I I I I I o co o � Q L U m U }' O Q L Q Drawn y KS U) o 1 DECK LEVEL DEMOLITION PLAN N Checked by KS m Al .0 1/4" = 1'-0" AT 11X17 SIZE NORTH o 0' 1 ' 2' 4' Project no Sheet no 1803 A 1 .0 cu UJ LEGEND NOTES: Community Development Department (N) BEAM 1 . COMPOSITE DECKING SYSTEM SHALL BE TREX DECKING Manning Division — Cupertino GUARDRAIL POSTS AT (N) PIER AND POSTS BELOW, S.S.D SYSTEM OR APPROVED EQUAL. PROVIDES GAPS BETWEEN Muffe ny Shah CUPERTINO APPROVED '_ �� BELOW TYP., S.S.D 2 GUARDRAIL POSTS INDICATES EXTENT OF BOARDS PER MANUFACTURERS RECOMMENDATIONS 4 0 O.C. MAX., TYP. � @ DECK RECONSTRUCTION •+ + Case # E C-2022-0 A_3 4'-0" O.C. MAX., TYP. ArC h I I eC I S Application N e ) B B.5 C C.2 C,7 (N) 42" HIGH D D.3 D.5 E E.3 E.7 2. GUARDRAIL DESIGN IS BASED ON C.R. LAWRENCE AIRS CABLE RAIL (N) POST MOUNTED ALUMINUM RAILING SYSTEM. ALUMINUM RAILING Approval Bo Planning Co mission (N) COMPOSITE DECKING W/ GUARDRAIL pP Y� g LIGHT EVERY THIRD COMPONENTS ARE POWER COATED. PROVIDE NEOPRENE 555 Pierce Street, #321 Approval Dale 09/28/22 GAPPING PER MANUFACTURER'S (N) 42" HIGH CABLE POST. INDICATES EXTENT OF POOL WASHERS TO AVOID CONTACT BETWEEN DISSIMILAR METALS INSTRUCTION, TYP. RAIL GUARDRAIL DECK COATING TO REMAIN Albany, CA 94706 Signature Brianne ±38'-8" ±36'-0" DECKING W/ GA PING WHERE OCCURS, TYP. Harkoushre PER MANUFACTURER'S GUARDRAIL SHALL BE DESIGNED TO RESIST A CONCENTRATED (51 0 21 3-31 66 a er L1 EXISTING DECK MOUNTED LIGHT FIXTURES. LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG kshaharch@ mail corn 1 INSTRUCTION, TYP. g X X 3 TOTAL 5: NO CHANGE THE TOP PER 2019 CRC TABLE 301.5 4 �� R LED POST MOUNTED DOWNLIGHT: 3. GUARDS 42" HIGH SHALL BE PROVIDED AT OPEN SIDES OF JOISTS, BELOW, FEENEY (2Y8" X ±5" HIGH) WALKING SURFACES THAT ARE LOCATED MORE THAN 30 TYP., S.S.D. INSTALL AT EVERY THIRD RAILING POST. INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE i 3 TOTAL 25 NEW FIXTURES ON INSIDE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO 3 i I (E) PATH 3 FACE OF POST (DIVIDED BETWEEN 4 THE EDGE OF THE OPEN SIDE. LOWER Dl�-�GK SEPARATE SWITCHES) 4. HANDRAIL SHALL BE PROVIDED ON ONE SIDE EACH FLIGHT OF ARch%T C. F` X �X7 X7 STAIRS WITH FOUR OR MORE RISERS. HEIGHT OF HANDRAIL �,�`' �� S 0 (N) DECKING OVER N) (N) PIERS AND POSTS, DECK AREA CALCULATIONS SHALL BE BETWEEN 34" AND 38" HIGH MEASURED VERTICALLY Al -A STRUCTURAL FRAMING TYP., S.S.D FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING Y _ EXISTING EXTERIOR DECK ± 2,660 SQ. FT. c 28460 O (To be removed) 5. THE CONTRACTOR SHALL REPAIR OR REPLACE THE EXISTING REN. 01/31/2023 PATHWAY BELOW THE DECK DAMAGED BY CONSTRUCTION TO RECONSTRUCTED DECK ± 3,520 SQ. FT. MATCH EXISTING. qT \ I F OF CP 42" HIGH CABLE TOTAL DECK ADDITION: ± 860 SQ. FT. 4-0j RAIL RDR IL, TYP. 6. CONSTRUCT NEW WALKWAY AND STEPS AT LOCATION OF NEW (NIi DECKINGSTAIR AT THE NORTH END SO THAT IT CONNECTS TO THE W EXISTING WALKWAY. REPAIR EXISTING WALKWAY DAMAGED BY 4.4 NEW WORK AND MODIFY EXISTING WALKWAY AS NEEDED AT LOCATION OF NEW WORK. (N) 42" HIGH (N) STEPS -3/4" (N) BEAM BELOW, O CABLE RAIL MAX RISE, 11" M S.S.D 7. CONTRACTOR SHALL VERIFY ALL EXISTING DECK ELEVATIONS. GUARDRAIL TR (N) PIERS AND POSTS NEW DECK ELEVATIONS SHALL MATCH EXISTING BELOW, TYP., S.S.D + ADD ALTERNATE #1 UP (N) DECKIN G OVER (N) G (N) S UC FRAMING X� X X, PROVIDE PRICING FOR APPLYING ONE COAT OF STAIN TO ALL COMPOSITE EXPOSED PRESSURE TREATED WOOD (POSTS, BEAMS, ETC.) DECKING (N) FINISH ON (E) — — —STAIRS TO REMAIN G.5 (G).8 H P (N) IERS AND POSTS BELO TYP., S.D (N) 42" HIGH U r +1 CABLE RAIL GUARDRAIL 4 I I 5 (N) 42" HIGH BLE A-3 SHAH RESIDENCE X� RAIL GUARDR IL, TYP. (N) 42" HIGH ) UC K NA V FRAMING REPLACE (E) DECK REPLACEMENT CABLE RAIL LIGHT FIXTURES W/(N) RECESSED GUARDRAIL- (E) POOL FIXTURES, TYP. 22332 RE NART ROAD AD G CUPERTINO, CA 1 I N DECKING OVER N STRUCTURAL FRAMING 1 '_A�-3 4 g I I I I I (N) FINISH ON (E) EPS I I STAIRS TO REMAIN 0 6' 6' 7N3 4TMAX EXISTING RESIDENCE " ,. I RISE, 11 MIN. NO WORK I TREAD I (N) STAIR I I (N) HANDRAIL, UP 11" TREADSEE NOTE 6 7" RISER I I O D I E N) (7-3/4" MAX. I I S CT L F f PER CODE) _ �' (N) 42" HIGH X� CABLE RAIL 6' E GUARDRAIL E 71 7 I - FX (N) STAIRS 11" TREAD 2 00 1 1 7" RISER (7Y4' MAX.) Q 8 o — �X HA RAIL AB E X P ENTRY NO NG, TYP. _ IL rX I (N) DECKING a �E o - L EXTEND (N) CU RAILING AROUND U P 4'-6" GATE UP Sheet 9 Q , ° J EXTERIOR DECK a U IMPROVEMENT PLAN ° CONSTRUCT (N) CU WALKWAY AND STECD (7-3/4"MAX. RISER, 10" sate Issued for: MIN. TREADS)AROUND 03-15-2021 Permit a NEW STAIR TO 3 10-22-2021 Progress- Planning review > C CONNECT TO EXISTNG SITE NOTES: 12-15-2021 QHillside Exception Request w 0Y PATH 07-1 1-2021 zjHillside Ex Review Response � n (E) 3'-0" WIDE THERE IS NO CUT AND FILL PROPOSED FOR INSTALLATION WOOD GATE OF THE NEW GRADE BEAMS. NEW GRADE BEAMS ARE ABOVE o THE GROUND, SEE STRUCTURAL DRAWINGS & A3.0 co E) PATH > 10 - — SEE SURVEY SHEETS C1 AND C2 FOR LOCATION, SIZE AND o Q) SPECIES OF EXISTING TREES. ALL EXISTING TREES ARE TO REMAIN. Q NO NEW RETAINING WALLS ARE PROPOSED IN THIS SCOPE o F WORK. L Drawn by KS U) o NO NEW LANDSCAPING NOR MODIFICATIONS TO EXISTING CD N 0- DECK LEVEL MPROVEMENT FLOOR PLAN N LANDSCAPING ARE PROPOSED IN THIS SCOPE OF WORK Checked by KS U CU A2.O 1/4" = 1'-0" AT 11 X17 SIZE REF. Project no Sheet no 0 NORTH cu 1 2 4 1803 A2 .0 w 1 3 4 5 6 8 TE Com unity Development DepartmentManning Division - Cupertino LEVATION AT LINE B.5 T DOUBLE POSTS AS REQUIRED, CA LE RAIL GUAR RAIL M u ffe ny Shah cuPERTINO APPROVED TYP. GAP SHALL BE SUCH GAP SHALL BE SUCH THAT HANDRAIL ON ONE SIDE, 34" ArchltectS Case # E C-2022-001 I I I THAT A 4" SPHERE CANNOT I I A 4" SPHERE CANNOT I TO 38" FROM FACE OF NOSING. � I ApplicationNumber(s) SQ. ALUMINUM POST PASS THROUGH. GUARDRAIL POSTS @ EQUAL SPACING PASS THROUGH, TYP. Approval Body: Planning Commission ALUMINUM TOP RAILof 555 Pierce Street, #321 Approval Dale 09/28/22 950 4'-0" O.C. 4 SIM. 3" Albany, CA 94706 MAX Signature Brianne 3/6" CABLE RAILS ,TYP. A-3 949.09 [ 511 - 166 Harkoushviepager AT 3" O.C. MAX. kshaharch@gmail com COMPOSITE DECKING - 945 945.09 DECK 2X12 P.T. FASCIA - 6X12 P.T. BEAM, S.S.D _ 940 8X8 P.T. POSTS, S.S.D �5�0 AM O'7 T i ROD BRACING, S.S.D CD POSTS @ 4'-0" �� •�\ C. S,S, � A X o C:) O.0 MAX. N c; 28460 o ------ REN. 01/31/2023 Q ------ 935 N191 3 3. ve, o) WALKWAY qTF OF Ck\, CONC. PIER AND GRADE BEAM, S.S.D �I I CONC. PIER AND 930 �� \��\" GRADE BEAM, S.S.D I I (N) STAIR 11" TREAD, 7" RISER. -� (10" MAX TREAD., 73Y4" MAX. (E) GRADE BEYOND RISER ALLOWED PER CODE) 925 COMPOSITE DECK FINISH ON 1 NORTH ELEVATIONAT LINE A WOOD FRAMING, S.S.D A3.0 1/4" = 1'-0" AT 30" X 42" PAPER SIZE 0' 1 ' 2' 4' SEE STRUCTURAL DRAWINGS FOR POST, PIER AND GRADE BEAM INFORMATION, TYP. PASS THROUGH, TYP. H G. .5 G F E. E.3 , E D.5 D.3 D C.7 C B A SHAH RESIDENCE 949.0 GUARDRAIL POSTS @EQUAL SPACING SIM.GUARDRAIL POSTS @EQUAL SPACING EQ. EQ. GUARDRA L POSTS @EQUAL SPACING EQ. EQ. 3„ A-3 4 SQ. ALUMINUM DECK REPLACEMENT DECK 4'-0" O.C. A-3 MAX,TYP. POST GUARDRAIL POSTS @ EQUAL SPACING ALUMINUM TOP 950 RAIL 22332 REGNART ROAD - - 48.0 DECK L.4'-0" O.C. 3/6" CABLE C U P E RTI N O, CA 4- MAX,TYP.1 RAILS AT 3" O.C. MAX. COMPOSITE ® DECKING 945.0 DECK 2X12 P.T. FASCIA 0 ZN 6X12 P.T. BEAM 940 940 S.S.D 0 LID CD 8X8 P.T. POSTS, o \� \ o q S.S.D ' N M 935 I � I I \ � � 935 //\// / (E) GRADE ELEVATION LINE 4 .7 ELEVATION INE 5.2 �J AND GRADE BEAM, S.S.D ELEVATION L—WIrT (E) GRADE DE I I / I \/\2 EAST ELEVATION AT LINE 1 92 \ \ � U A3.0 1/4" = 1'-0" AT 30" X 42" PAPER SIZE 2 Q O 3% NOTES: ALUM. TOP RAIL 1 . COMPOSITE DECKING SYSTEM SHALL BE TREX DECKING SYSTEM OR APPROVED 7 6.8 6 5 4.4 4 3 2.5 1 L EQUAL. ° a TYPICAL GUARDRAIL, /4-- SIM. 4-7 4 SIM. 1:5 ° 2. GUARDRAIL DESIGN IS BASED ON C.R. SEE 2/A3.0 A-3 %6" O S.S. LAWRENC E AIRS ALUMINUM RAILING / CABLE RAIL COMPOSITE TYPICAL G RDRAIL, SYSTEM. ALUMINUM RAILING COMPONENTS o DECKING SEE 2/A3.0 POST MOUNTED LED ACCENT LIGHT FIXTURE ARE POWER COATED. PROVIDENEOPRENE CU 2/" SQ. ALUM. WASHERS TO AVOID CONTACT BETWEEN POST, 4'-0" O.C. 950 MAX ° �LfACIY�IFREOCPIIGTSYP = COMPOSIT 949 0, DECKING FROM THE WALKING SURFACE TO THE 0 A$11DECK 948.0' D K Sheet REQUIRED GUARD HEIGHT THAT ALLOW , THE PASSAGE OF A SPHERE 4 INCHES IN 947.3 DECK O DIAMETER. 2X6 COMPOSITE 945 PROPOSED DECK DECKING GUARDRAIL SHALL BE DESIGNED TO 8X8 P.T. PO TS, ELEVATIONS AND m ° 2X12 P.T. JOISTS, RESIST A CONCENTRATED LOAD OF 200 8X8 P.T. S.S.D LBS APPLIED IN ANY DIRECTION AT ANY POSTS, S.S.D S.S.D SECTION POINT ALONG THE TOP PER 2019 CRC o NE FASCIA MOUNT TABLE 301.5 04 940 o N BRACKET 04 Date Issued for: 03-15-2021 Permit 0 2X 12 P.T. 10-22-2021 Progress- Planning review 0- FASCIA \� 12-15-2021 QHillside Exception Request > /I L n 4X BLOCKING > BETWEEN 935 JOISTS �� , w aNJ CONC. PIER CONC. PIER Q AND GRADE 0 o P.T. BEAM, S.S.D > BEAM, S.S.D AND GRAD Q �� BEAM, S.S.D O ( C O Q 930 U � o a P.T. POST BEYOND, S.S.D \ : �\ Drawn by KS � o ) - Checked by KS CU 4 GUARDRAIL SECTIONr5 - SOUTH ELEVATION AT LINE H ( 3--� SOUTHNOTE: ELEVATION AT LINE E VERIFY ALL EXISTING GRADE AND Project no Sheet no cu �-o 1/2 - 1 0 AT FULL SIZE (22 x 34 PAPER SIZE) �-o 1/4 - 1'-0" AT 30 X 42 PAPER SIZE A3.0 1/4 - 1'-0" AT 30 X 42 PAPER SIZE DECK ELEVATIONS. NEW DECK ELEVATIONS SHALL 1803 A3.0 (6 i n _ i n n n n n n n n n n 0 2" 4" 6" 1 ' o' 2' 4' g' °' 1 ' 2' 4' _ MATCH EXISTING DECK ELEVATIONS Community Development Department Manning Division — Cupertino MU eny Shah CVPERTINO APPROVED 3 4 5 6 7 s 9 10 Case # E C-2022-001 Arc h i to c tS ApplicationNumber(s) (E) WOOD RAILING TO BE REMOVED & Approval Body: Planning Commission RECONSTRUCTED, � 555 Pierce Street, #321 Approval Da e 09 28 22 Signature Brianne 950 SEE A3.0 Albany, CA 94706 Harkouslw&ager 949.09 DECK 51 1 - 166 (E) WOOD DECKING kshaharch@gmail corn TO BE REMOVED & RECONSTRUCTED 945 945.09 DECK (E) BEAM & FASCIA TO BE REMOVED 5�i A R ch%T 940 v .�� C' S (E) 4X4 POSTS TO BE o c 28460 REMOVED, SEE A3.0 REN. 01/31/20123 � 935 FOR NEW WORK N s��TF P�-��` � OF C (E) CONC. PIER TO BE ABANDONEDIN PLACE 930 (E) WOOD STAIR AND RAILING / TO BE REMOVED AND (E) GRADE RECONSTRUCTED SEE A3.0 ^r EXISTING NORTH ELEVATION A3. 1/4" = 1'-0" AT 30" X 42" PAPER SIZE 0' 1 ' 2' 4' 949.0' H G.8 G.5 G IFE.7 E D C B A SHAH RESIDENCE DECK DECK REPLACEMENT 22332 REGNART ROAD 950 948.0' DECK (E) WOOD RAILING C U P ERTI N O, CA � AND DECKI G TO BE REMOVED RECONSTRUCTED 945 OIL 945.0 DECK (E) BEAM & FASCIA TO BE REMOVED 940 co EXISTING DECK & RAILING ELEVATIONS (E) 4X4 POSTS TO B 935L'L REMOVED, SEE A3.0 FOR NEW WORK (E) CONC. PIER TO BE 930 ABANDONED IN NOTE: PLACE CONTRACTOR SHALL VERIFY ALL �J EXISTING GRADE AND DECK ELEVATIONS. 2 EXISTING EAST ELEVATION A3. 1/4" = 1'-0" AT 30" X 42" PAPER SIZE 0' 1 ' 2' 4' 8' 2 Q m 0 c m c 0 U C 2 �L 0 �C CU 4 - - - Sheet �- .. -- _ EXISTING DECK -= -_ _ = ELEVATIONS & U -- -=-- -=-- -=----- PROPOSED DECK _ 3 -- _ -- - -- - COLORS o ' ,n �- - Date Issued for: O cB - - s - `.�' + ' i'3. 9t. rc raw f _ ___Y — _-_- _ T�. TREX COMPOSITE DECKING 03-15-2021 Permit SELECT - PEBBLE GREY 10-22-2021 Progress- Planning review L ; 12-15-2021 QHillside Exception Request U _ = , 4 ,: r.x., _ 07-1 1-2021 Hillside Ex Review Response w m ` s _ -n r - <n 0 �` r � � 1 y ALUMINUM POSTS 0- r f�f.ti - \ Y 0 CABLE RAIL SYSTEM _ _ . ` ., } 0 2:1Drawn by KS Q ~r DECK - TREX SELECT N 0 PEBBLE GREY o Checked by KS CU <q> POST MOUNTED LIGHT FIXTURE LIGHT FIXTURE DELETED COLOR AND MATERIALS BOARD FOR RECONSTRUCTED DECK Project no Sheet no NEW SHEET cu o 1803°�' A3, w a� Community Development Department Manning Division — Cupertino M U e ny Shah CVPERTINO APPROVED Case # E C-2022-001 Arc h i to c tS Application Number(s) Approval Body: Planning Commission 555 Pierce Street, #321 Approva I Da e 09 28 22 Albany, CA 94706 Signature Bnanne Harkou shiepager 51 0 21 3-31 66 kshaharch@gmail com 0 ARcyT v \ C . 0 S Al --A c; 28460 REN. 01/31/2023 REQUIRED RIDGE (E) RIDGE LINE LINE OF 15' �TF 0 CP��F 949.09 945.09 DECK DECK o � LJ L l o / SHAH RESIDENCE i i DECK REPLACEMENT i i 22332 REGNART ROAD CUPERTINO, CA / i NORTH ELEVATION SHOWING RIDGE SIGHT LINE �A�2 %6" = 1'-0" AT FULL SIZE r 0 4' 8' 16' U _O L U Q O L o REQUIRED RIDGE (E) RIDGE LINE c LINE OF 15' m 0 949.0' DECK f gL 3 945.0 � 947.3' DECK � DECK 0 co o 0 / Sheet o ELEVATIONS SHOWING C i RIDGE SIGHT LINE 0 co Q E c /co Date Issued for: (B M a; 12-15-2021 QHillside Exception Request 0 0 CV O_ U_ N � \ U Q O O % _ O 75 0 iv OCL U N U � O 0 i / Drawn by (6 KS Q 0 o n / 2 EAST ELEVATION SHOWING RIDGE SIGHT LINE Checked by KS m a0i `o �A�2 %6" = 1'-0" AT FULL SIZE a, 0 4' 8' 16' Project no Sheet no o_ 0 co o 1803 /`\3.2 W0 Community Development Department Manning Division — Cupertino M U e ny Shah 'f:UPERTlNO APPROVED Case # E C-2022-001 ArchitectS Application Number(s) Approval Body: Planning Commission 555 Pierce Street, #321 Approva I Da e 09 28 22 Albany, CA 94706 Signature Bnanne 510 213-3166 Harkou&1T&ager kshaharch@gmail com 0 ARcyT v \ 0 S Al� A C 28460 REN. 01/31/2023 s`�gTE OF OP�'\�o� R O A D SHAH RESIDENCE DECK REPLACEMENT P R 22332 REGNART ROAD G CUPERTINO, CA 22326 II \ / I 22336 22334 \\` 22330 I 22332 \ I THIS PROJECT \ / DECK \ 1 REPLACEMENT / I \ i U — _O L Q O O C N N C O C �L yr 0 E O 4H T C c4 C N U Sheet 0 n m 0 .Q PROMINENT RIDGELINE 0 LOCATION PLAN PROMINENT M RIDGELINE o CV >+ CV co O E N c Date Issued for: 07-1 1-2022 Hillside Except Review o Response > O U W U) N C C1 c � � O U O O 70 M O C) O O _ N 0 iv 0 7 O U N L Q U � N O c Drawn by a NORTH KS Cz O N0- CD N Checked by KS PROMINENT RIDGELINE LOCATION PLAN 1 3 U co O 0 1" = 80'-0" Project no Sheet no 1 40' 80' NEW SHEET 1803 A3 .3 co o W °n m C mrn-unity Deve IQpm-e-nt-Qe_par-_men_ P0Rii{ kVvRsi1onNOC' �- �ertino D. FOUNDATIONS/SITE PREPARATION H. CONSTRUCTION NOTES: I. NAILING SCHEDULE L. STRUCTURAL STEEL: ,CUPERTINO PP VED 8. HORIZONTAL CONSTRUCTION JOINTS SHALL BE A. CFI I Ef 19 1 . FOUNDATION DESIGN IS BASED ON THE LOCATED AS SHOWN ON THE ARCHITECTURAL 1 . ARUN SHAH & ASSOCIATES ASSUMES NO RESPONSIBILITY THE CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE. 1 . MISCELLANEOUS IRON & STRUCTURAL STEEL SHALL BE Case # EXC-2��1 RECOMMENDATIONS OF WAYNE TING & ASSOCIATED DRAWINGS. HARDENED CONCRETE SURFACES BEYOND THE ADEQUACY OF DESIGN CONTAINED HERE IN. USE COMMON WIRE NAILS FOR ALL NAILED CONNECTIONS. FABRICATED ACCORDING TO AISC 360- 10 "SPECIFICATION 1 . AppE�Mi I,IV"C'MFORMS TO CALIFORNIA BUILDING CODE, INC. DATED 18 MARCH 2O18 4080 : SHALL BE CLEANED BY SANDBLASTING OR OTHER ANY DEVIATION FROM THE APPROVED PLANS REQUIRES NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE 201 � EDITION. (# ) APPROVED MEANS TO EXPOSE FIRMLY EMBEDDED FOR STRUCTURAL STEEL BUILDINGS 8c AISC 303- 10 Approval Body: Planning ommission APPROVAL OF THE REGULATING AGENCY. USED INSTEAD OF TOE NAILS WHERE POSSIBLE. USE HOT- "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS 8c A rovaI Bo � (ing MINIMUM DEPTH OF PIER = 14'-0" AGGREGATES BEFORE POURING ADDITIONAL DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL NAILS pp F-cicr\i I nnnc. CONCRETE IN CONTACT WITH THESE SURFACES. BRIDGES". ALLOWABLE SKIN FRICTION = 500 PSF (DL + LL), 2. GENERAL CONTRACTOR OR THE PROPERTY OWNER ACTING WHEN NAILING INTO PRESSURE-PRESERVATIVE TREATED AND Signatur Brianne AS GENERAL CONTRACTOR; AGREE THAT IN ACCORDANCE FIRE-RETARDANT TREATED WOOD. Hark00D = 8 PSF; DECK LIVE LOAD = 60 PSF 1 /3 INCREASE FOR LATERAL LOADS PERMITTED g. NO CALCIUM CHLORIDE SHALL BE USED IN ANY WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 2. THE FABRICATOR/ERECTOR SHALL SUBMIT TO ARUN PASSIVE PRESSURE = 300 PCF CONCRETE. GENERAL CONTRACTOR SHALL BE REQUIRED TO ASSUME JOIST TO SILL (PLATE) OR GIRDER, TOENAIL 3-8d SHAH & ASSOCIATES, FOR REVIEW INDEPENDENTLY 3. WIND AND SEISMIC: CONTACT INFORMATION OF SOILS ENGINEER: SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE BRIDGING TO JOIST, TOENAIL EACH END 2-8d PREPARED, ENGINEERED & CHECKED BY GENERAL 510-623-7768 CONDITIONS DURING THE COURSE OF THE CONSTRUCTION TRUSS TO TOP PLATE 3- 16d TOE NAILS MIN. U.O.N. CONTRACTOR, SHOP FABRICATION DETAILS, FIELD RISK CATEGORY = II F. CONCRETE REINFORCING STEEL OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS ASSEMBLY DETAILS & ERECTION DRAWINGS FOR ALL SITE DATA: SITE CLASS = D (SOIL PROPERTIES NOT 2. ALL SITE GRADING, FILLS AND SOIL PREPARATION AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE SOLE PLATE TO JOIST OR BLOCKING: STRUCTURAL STEEL. COPIES OF STRUCTURAL DRAWINGS KNOWN), Ss = 2.522, SHALL CONFORM TO THE SOILS REPORT OR MINIMUM 1 . REINFORCING BARS SHALL BE DEFORMED BARS TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO FACE NAIL 16d @ 16" WILL NOT BE ACCEPTED AS SHOP DRAWINGS. REQUIREMENTS OF CBC CHAPTER 33 AND ALL WORK S = 0.894; S = 2.018, S 1 .06 CONFORMING TO ASTM A615 GRADE 60. NORMAL WORKING HOURS AND GENERAL CONTRACTOR D1= SHALL BE DONE UNDER THE SUPERVISION OF THE BRACED WALL PANELS 3- 16d @ - 3. EXCEPT OTHERWISE SHOWN, STEEL SHALL CONFORM TO OWNER'S SOIL TESTING LABORATORY OR THE SOIL'S SEISMIC DESIGNN CATEGORY = E FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD TOP PLATE TO STUD, END NAIL 2- 116d IMPORTANCE FACTOR I = 1 .0 2. ALL CONCRETE REINFORCEMENT SHALL BE ARUN SHAH & ASSOCIATES HARMLESS FROM ANY AND THE FOLLOWING: STRUCTURAL SYSTEM FACTOR R = 1 .25 ENGINEER. DETAILED, FABRICATED, LABELED, SUPPORTED AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH STUD TO SOLE PLATE: SPACED IN FORMS AND SECURED IN PLACE IN THE PERFORMANCE OF WORK ON THIS PROJECT, 4-8d a. PLATES, BARS, ETC. ASTM A572 WIND SPEED IN STRUCTURE) TOENAIL 92 SMPHEXPOSURE B 3. FOOTINGS/PIERS SHALL EXTEND TO SUCH DEPTH AS ACCORDANCE WITH THE PROCEDURES AND EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE b. COLUMN BASE PLATES ASTM A572 GR 50 TO BEAR ON FIRM, OF ARUN SHAH & ASSOCIATES. DOUBLE STUDS,UNDISTURBED SOIL. FOOTING REQUIREMENTS OUTLINED IN THE LATEST EDITION END NAIL 2- 16d, (2-TYPICAL @ 3x PLATES) INTERNAL PRESSURE COEFF. GCpi = +0. 18, -0. 18 L FACE NAIL 16d @ 24" C. STRUCTURAL ANGLES ASTM A36 DEPTHS SHOWN ON THE DRAWINGS ARE MINIMUM OF THE "BUILDING CODE REQUIREMENTS FOR d. BEAMS, CHANNELS ASTM A992, GR 50 DEPTHS. FOOTINGS MAY BE POURED IN NEAT REINFORCED CONCRETE," ACI 318 AND THE 3. CONTRACTOR SHALL POST EMERGENCY TELEPHONE e. HOLLOW STRUCTURAL STEEL ASTM A500B, GR 46 B. STRUCTURAL DRAWINGS EXCAVATED TRENCHES, PROVIDED PRECAUTIONS ARE "MANUAL OF STANDARD PRACTICE FOR DETAILING NUMBERS AT THE JOB SITE FOR PUBLIC WORKS, DOUBLED TOP PLATES; f. BOLTS, WASHERS & NUTS ASTM A307/A325X TAKEN TO INSURE NO CAVING OR SLUFFING OCCURS AMBULANCE, POLICE AND FIRE DEPARTMENTS, AND THOSE FACE NAIL 16d @ 16 REINFORCED CONCRETE STRUCTURES ACI 315. g. ANCHOR RODS & THD D RODS ASTM F1554 GR 36 1 . NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO WHICH WILL RESULT IN UNSUITABLE BASE CONDITIONS AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES LAP SPLICE 8- 16d h. CLEVIS ASTM A668 CLASS A ALL STRUCTURAL WORK UNLESS NOTED OTHERWISE. OR INCLUSION OF SOIL MATERIAL IN THE CONCRETE 3. UNLESS OTHERWISE NOTED, MAINTAIN COVERAGE TO IN THE VICINITY OF THE JOB SITE. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE i. TURNBUCKLES ASTM A668 CLASS C FOR CONDITIONS NOT SPECIFICALLY SHOWN PROVIDE WORK. 3-8d FACE OF BARS AS FOLLOWS. RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6" DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY 4. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL 4. ALL WELDS USED IN THE SFRS SHALL BE MADE WITH WITH THE ENGINEER IF NEEDED. 4. MATERIALS FOR SUB-CAPILLARY BREAK UNDER A. CONCRETE CAST AGAINST EARTH 3" AND PROTECTION OF THE PUBLIC PER CALTRANS TRAFFIC TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2- 16d FILLER METALS MEETING THE REQUIREMENTS SPECIFIED CONCRETE SLABS ON GRADE SHALL BE CONTROL MANUAL. THE CONTRACTOR SHALL PROVIDE ALL RAFTER TO PLATE TOE NAIL 3-8d B. FORMED SURFACES EXPOSED TO EARTH OR >> IN CLAUSE 6.3 OF STRUCTURAL WELDING CODE - 2. COMPARE STRUCTURAL DRAWINGS WITH THE VARIOUS FREE-DRAINING GRAVEL OR CRUSHED ROCK. NOT LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES 1 BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d OTHER DRAWINGS AND SPECIFICATIONS BEFORE MORE THAN 10% OF ROCK MAY PASS A NO. 10 WEATHER 2 N0. 5 AND SMALLER, WIRE MESH: NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND TO BUILT-UP CORNER STUDS 16d @ 24" SEISMIC SUPPLEMENT, AWS D1 .8. COMMENCING THE WORK. NOTIFY THE ENGINEER OF SIEVE (U.S. SERIES) AND NOT MORE THAN 2% MAY 1/2 MAINTAIN TRAFFIC CONTROL AT ALL TIMES. 5. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS ANY DISCREPANCIES AND DO NOT PROCEED WITH PASS A NO. 100 SIEVE (U.S. SERIES). ROCK COURSE 4. REINFORCING SHALL BE CONTINUOUS WITH SPLICES COMMON WIRE NAILS SHALL BE AS FOLLOWS: OF AWS D1 . 1 - 10 "STRUCTURAL WELDING CODE", 8c AFFECTED WORK UNTIL THEY ARE RESOLVED. SHALL BE ROLLED TO A SMOOTH SURFACE. A 2" ONLY WHERE SHOWN. 5. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR SHALL BE PERFORMED BY CERTIFIED WELDERS. MINIMUM LAYER OF SAND SHALL BE PLACED OVER ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY SIZE DIAMETER WIRE PENETRATION 3. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL THE SUB-SLAB VAPOR BARRIER OR MEMBRANE. DETAILED OR EXPLAINED ON THESE PLANS, THE PENNY INCHES GAGE INCHES INFORMATION. MOISTEN SAND JUST BEFORE POURING CONCRETE 5. LAP BARS 48 DIAMETERS UNLESS OTHERWISE CONTRACTOR SHALL CONTACT ARUN SHAH & ASSOCIATES 6. ALL BUTT WELDING SHALL BE FULL PENETRATION WELDS NOTED. SPLICES TO BE STAGGERED SO THAT UNLESS OTHERWISE NOTED. FILLED WELD SIZES NOT SLAB. HALF OR LESS OF BARS ARE LAPPED AT ONE AT 510.220.4264 FOR ANY SUCH FURTHER EXPLANATIONS 8d 0. 131 10Y4 1Y2 SHOWN SHALL BE AWS MINIMUM SIZES BASED ON 4. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND AS MAY BE NECESSARY. 10d 0. 148 9 15/8 PLUMBING DRAWINGS AND SPECIFICATIONS FOR 6. FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE POINT. 16d 0. 162 8 13/4 THICKNESS OF MATERIALS BEING WELDED, BUT NOT INSERTS, SLEEVES, BLOCK OUTS AND OTHER SOILS. NO CONCRETE SHALL BE POURED INTO OR 6. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND LESS THAN 1 /4-INCH. CONDITIONS. AGAINST SUB GRADE CONTAINING FREE WATER. OVER 6. BEAM REINFORCING SHALL NOT BE SLEEVED OR REGULATIONS OF THE STATE OF CALIFORNIA PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE EXCAVATED AREA MUST BE BACKFILLED WITH LEAN OTHERWISE INTERRUPTED EXCEPT AS SHOWN ON CONSTRUCTION SAFETY ORDERS (CCR TITLE 8). NAIL POINT. 1)/2INCHES OF PENETRATION FOR 10d AND 16d 7. ALL STEEL TO STEEL BOLTED CONNECTIONS SHALL BE 5. SEE ARCHITECTURAL DRAWINGS FOR ALL CONCRETE. THE STRUCTURAL DRAWINGS. NAILS IS ACCEPTABLE FOR TOP PLATES AND DOUBLED 2x BOLTED WITH HIGH STRENGTH BOLTS CONFORMING TO WATERPROOFING AND DAMP-PROOFING DETAILS. 7. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT MEMBERS. WHERE THE NAIL PENETRATION WILL BE LESS ASTM A325X. OTHER BOLTED CONNECTION SHALL 7. CONTINUOUS FOOTINGS AND TIE BEAMS MAY BE PERMIT PRIOR TO THE COMMENCEMENT OF ANY WORK THAN SPECIFIED INCREASE NAIL LENGTH (SIZE) TO OBTAIN BOLTED WITH UNFINISHED BOLTS CONFORMING TO ASTM 6. THE CONTRACTOR SHALL INFORM THE OWNER AND POURED IN NEAT TRENCHES DIRECTLY AGAINST THE G. CARPENTRY WITHIN CITY RIGHT OF WAYS AND PUBLIC RIGHT OF WAYS. THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED. A307. ENGINEER IN WRITING, DURING THE BIDDING PERIOD, SOIL WITHOUT SIDE FORMS IF SPECIAL PRECAUTION IS 1 . STUD WALLS SHOWN ON PLANS ARE BEARING OR 8. DRILL OR PUNCH HOLES FOR BOLTS. DO NOT MAKE OR OF ANY DISCREPANCIES OR OMISSIONS NOTED ON TAKEN TO PREVENT EARTH AND DEBRIS FROM SHEAR WALLS BELOW FRAMING LEVEL. UNLESS 8. PRIOR TO COMMENCEMENT OF ANY WORK ON ADJACENT THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS, FALLING INTO TRENCHES. PROPERTY, THE OWNER SHALL OBTAIN WRITTEN J. TESTING AND INSPECTION ENLARGE HOLES BY BURNING. PROVIDE SLOTTED HOLES OR OF ANY VARIATIONS NEEDED IN ORDER TO OTHERWISE NOTED, ALL EXTERIOR STUD WALLS PERMISSION FROM AFFECTED PROPERTY OWNERS. WHERE ADJUSTMENT IS NECESSARY. CONFORM TO CODES, RULES AND REGULATIONS. SHALL BE 2x6 AND INTERIOR WALLS SHALL BE 2x4 1 . PROVIDE "SPECIAL INSPECTIONS" FOR ITEMS AS REQUIRED BY UPON RECEIPT OF SUCH INFORMATION, THE OWNER E. CONCRETE WORK OR 2x6 AT 16 O.C. U.O.N. ON PLANS. g• THE CONTRACTOR SHALL KEEP ADJOINING PUBLIC THE CITY OF CUPERTINO AND CALIFORNIA BUILDING CODE 9. ALL BEAMS SHALL BE FABRICATED AND ERECTED WITH , WILL SEND WRITTEN CLARIFICATIONS TO ALL STREETS FREE OF PROJECT DIRT, MUD, MATERIALS AND 2019 EDITION, INCLUDING THE FOLLOWING: THE NATURAL CAMBER UP. CONCERNED. 1 . FORMS SHALL BE PROPERLY CONSTRUCTED 2. PROVIDE TWO STUDS UNDER ALL 4x10 AND DEBRIS DURING THE CONSTRUCTION PERIOD. IF ANY CONFORMING TO CONCRETE SURFACES AS SHOWN ON LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR EXISTING STREETS ARE DAMAGED DURING CONSTRUCTION, a. BOLTS INSTALLED IN CONCRETE 10. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED OF THE DRAWINGS, SUFFICIENTLY TIGHT TO PREVENT LONGER, UNLESS OTHERWISE NOTED ON DRAWINGS. THE CONTRACTOR/PROPERTY OWNER SHALL BE SOLELY b. DRILLED PIERS ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN C. CONSTRUCTION LEAKAGE, SUFFICIENTLY STRONG AND BRACED TO WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS RESPONSIBLE FOR THE STREET REPAIR. THE CONTRACTOR MATERIALS. MAINTAIN THEIR SHAPE AND ALIGNMENT UNTIL NO THOSE POSTS OR MULTIPLE STUDS SHALL BE SHALL PROVIDE FOR INGRESS AND EGRESS FOR ANY K. STRUCTURAL DRAWINGS INDEX: 1 . ALL WORK SHALL CONFORM TO CALIFORNIA BUILDING LONGER NEEDED TO SUPPORT THE CONCRETE. FORMS PRIVATE PROPERTY ADJACENT TO THE WORK AREA 11 . THE STRUCTURAL STEEL CONTRACTOR WILL BE CARRIED TO THE FOUNDATION. FIRE BLOCKS RESPONSIBLE FOR REVIEWING ALL STRUCTURAL STEEL CODE 2019 EDITION AND THE REQUIREMENTS OF SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS BACKING FOR INTERIOR FINISHES, NON-BEARING THROUGHOUT THE PERIOD OF CONSTRUCTION. S1 . 1 STRUCTURAL NOTES CITY OF CUPERTINO. ATTAINED SUFFICIENT STRENGTH TO WITHSTAND ALL DETAILS, WELDING SEQUENCES AND FABRICATION & LOADS TO BE IMPOSED WITHOUT EXCESSIVE STRESS, WALLS AND OTHER NON-STRUCTURAL FRAMING ARE 10. OBSTRUCTIONS INDICATED ARE FOR INFORMATION ONLY. IT IS THE S2. 1 DECK FOUNDATION PLAN ERECTION PROCEDURES WITH STEEL MANUFACTURER, 2. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY CREEP OR DEFLECTION. NOT NECESSARILY SHOWN ON STRUCTURAL CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH S2.2 DECK FRAMING PLAN FOR THE INTENDED USE OF STRUCTURAL STEEL. RESPONSIBLE FOR THE CONDITIONS OF THE JOB DRAWINGS. WITH THE APPROPRIATED AGENCIES. THE CONTRACTOR SHALL NOTIFY SITE INCLUDING SAFETY OF PERSONS AND 2. PIPES OTHER THAN ELECTRICAL CONDUITS 1 -INCH 3. MINIMUM FRAMING NAILING SHALL CONFORM TO UNDERGROUND SERVICE ALERT (USA) FOR UTILITY LOCATIONS PRIOR TO S3. 1 TIE ROD ELEVATION & DETAILS 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROPERTY. THE ENGINEER'S PRESENCE OR REVIEW DIAMETER MAXIMUM SHALL NOT BE EMBEDDED IN 2016 CBC TABLE 2304. 10. 1 . BLOCK JOISTS AT ALL ANY CONSTRUCTION. PHONE 1 .800.227.2600. NEITHER THE PROPERTY S3.2 DECK FRAMING DETAILS TEMPORARY LOADING CONDITION DURING CONSTRUCTION OF THE WORK DOES NOT INCLUDE THE ADEQUACY STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY OWNER NOR ARUN SHAH & ASSOCIATES ASSUME RESPONSIBILITY THAT AND SHALL PROVIDE BRACING AND SHORING WHERE OF THE CONTRACTOR'S METHODS OR MEASURES. APPROVED BY THE ENGINEER. SUPPORTS. NAIL DOUBLED JOISTS WITH 16d AT 12" THE OBSTRUCTIONS INDICATED WILL BE THE OBSTRUCTIONS REQUIRED. O.C., STAGGERED. ENCOUNTERED. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS 3. ALL REINFORCING, EMBEDMENT, INSERTS, ETC., SHALL 13. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL BE POSITIVELY SECURED IN PROPER LOCATION 4. BRIDGING SHALL BE 2x SOLID BLOCKS, INSTALLED STEEL MEMBERS FOR THE WORK OF OTHER TRADES NECESSARY TO PREVENT DAMAGE TO CONSTRUCTION AS FOLLOWS: 11 . THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES ( POT HOLES") INSIDE OR OUTSIDE OF THE PROJECT LIMITS. THE BEFORE CONCRETE IS PLACED. PROVIDE SUFFICIENT AND DETERMINE THE LOCATION AN DEPTH OF ALL UNDERGROUND WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE SUPPORTS TO PREVENT DISPLACEMENT DURING FLOOR JOISTS MORE THAN 10 DEPTH: 8'-0" O.C. STRUCTURES AND UTILITIES THAT ARE IN THE VICINITY OF AND/OR MAY FOR ALL SHORING, BRACING, AND SOIL RETENTION PLACING AND FINISHING OPERATIONS. MAXIMUM, NOT MORE THAN 8'-0" FROM SUPPORT. BE AFFECTED BY THE PROPOSED IMPROVEMENT WORK PRIOR TO ANY 14. GROUT USED UNDER COLUMN BASE PLATES SHALL BE SYSTEMS NEEDED TO BRING THE PROJECT TO ITS FLOOR JOISTS MORE THAN 12" DEPTH: 4'-0" O.C. CONSTRUCTION WORK WHICH COULD DAMAGE OR CONFLICT WITH SAID NON-SHRINK, NON-METALLIC, MIXED AND APPLIED PER PERMANENT AS DESIGNED CONDITION. 4. CONCRETE SHALL BE READY MIXED CONFORMING TO MAXIMUM, NOT MORE THAN 4'-0" FROM SUPPORT. MANUFACTURERS INSTRUCTIONS. GROUTING SHALL BE ( ) ASTM C94, HAVING THE FOLLOWING MINIMUM 28-DAY STRUCTURE AND/OR UTILITIES. CAREFULLY DONE SO AS NOT TO LEAVE ANY VOIDS 4. THE CONTRACTOR'S TEMPORARY MEASURES SHALL BE ULTIMATE COMPRESSIVE STRENGTHS AND UNIT 5. TIMBER FASTENERS INDICATED ON DRAWINGS SHALL 12. CONTRACTOR SHALL NOTIFY PROPERTY OWNER AND ARUN SHAH & BETWEEN BASE PLATE AND CONCRETE. GROUT SHALL BE ARRANGED OR DESIGNED TO NOT ALTER OR AFFECT WEIGHTS: BE "SIMPSON STRONG-TIE" AS MANUFACTURED BY ASSOCIATES OF ANY DIFFERENCES IN LOCATION OF EXISTING UTILITIES APPROVED FOR LOCATION USED (INTERIOR OR THE PERMANENT STRUCTURE. SIMPSON COMPANY, OR APPROVED EQUAL. SHOWN OR ANY CONFLICTS WITH THE DESIGN THAT BECOME APPARENT EXTERIOR). MASTERFLOW 928 BY MASTER BUILDERS OR GRADE BEAM & PIERS: 2,500 PSI FASTENERS SHALL BE INSTALLED IN ACCORDANCE DURING CONSTRUCTION, BEFORE CONTINUING WITH WORK IN THAT AREA. APPROVED EQUAL AND SHALL HAVE A MINIMUM 5. ENGINEER IS NOT RESPONSIBLE FOR THE CONCRETE 5. USE MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD WITH THE MANUFACTURER'S INSTRUCTIONS AND ICC 28-DAYS COMPRESSIVE STRENGTH OF 8,000 PSI. FLAT WORK INCLUDING CONCRETE DRIVEWAY, FOR 2,500-PSI CONCRETE. APPROVAL, WITH A NAIL OR BOLT PROVIDED FOR 13. CONTRACTOR SHALL PROVIDE ADEQUATE COVER FOR THE PROTECTION WALKWAY, DOOR PADS AND OTHER SIMILAR ITEMS. EACH PUNCHED HOLE. FASTENERS NOT OF ALL PROPOSED AND EXISTING UTILITIES DURING THE CONSTRUCTION 15. ALL SLOTS AND HOLES IN EXPOSED HSS MEMBERS IMAGES AND/OR DIMENSIONS GIVEN FOR THE FLAT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL OF THIS PROJECT. SHALL BE SEALED WITH SUITABLE MEANS TO PREVENT WORK ARE INTENDED TO BE CONCEPTUAL. 6. SLUMP SHALL BE THE MINIMUM CONSISTENT WITH BE SIMPSON STANDARD FASTENERS OR APPROVED WATER INTRUSION AND COLLECTION. CONTRACTOR SHALL FOLLOW OWNER'S PROPER PLACING, IN GENERAL: EQUAL. 14. THE CONTRACTOR SHALL NOT DISTURB OR DESTROY ANY PERMANENT SPECIFICATIONS FOR FINAL LOCATION GEOMETRY AND FOOTINGS, SLAB ON GRADE: 3Y2" TO 4Y2" SURVEY POINTS WITHOUT THE CONSENT OF THE CITY ENGINEER. ANY DIMENSIONS. 6. FRAMING LUMBER SHALL CONFORM TO THE PERMANENT MONUMENTS OR POINTS DISTURBED OR DESTROYED SHALL FOLLOWING, MINIMUM STANDARDS: BE REPLACED BY A LICENSED ENGINEER OR SURVEYOR AT THE 6. UNLESS SPECIFIED ON THE STRUCTURAL FRAMING 7. USE 1Y2" MAXIMUM AGGREGATE WHEREVER CONTRACTORS EXPENSE. PLANS, MECHANICAL AND PLUMBING EQUIPMENT, TO CLEARANCES PERMIT. USE 3/4" MAXIMUM AGGREGATE 2x AND 3x MUD SILLS D.F. N0. 2 OR BETTER BE PLACED OVER OR SUSPENDED OFF THE ONLY WHERE NECESSARY FOR PROPER PLACING, PRESSURE TREATED STRUCTURAL MEMBERS, SHALL BE SUBMITTED TO SUCH AS IN THIN SECTIONS, ETC. ALL CONCRETE 2x AND 3x STUDS D.F. NO. 2 THE ENGINEER FOR APPROVAL. EXCEPT SLABS ON GRADE 6" THICK OR LESS SHALL 8x POSTS D.F. NO. 1 BE MECHANICALLY VIBRATED TO COMPLETELY FILL THE 2x AND 4x FLOOR FRAMING D.F. NO. 2 FORMS WITHOUT CAUSING UNDUE SEGREGATION. 6x FLOOR FRAMING D.F. NO. 1 LUMBER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION. 7. ANCHOR/SILL BOLTS SHALL BE OF A307 GRADE AND SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE PER ASTM A153. All ideas. designs & plans represented by this drawing are owned by & the 2ELEASE STATUS: DATE REVISIONS: DATE' property of Arun Shah & Associates & were developed for use on & in SHAH RESIDENCE Arun Shah & Associates connection with the specified project. None of such ideas, designs or plans shall LAN CHECK SUBMITTAL 03/16/2021 0 PLAN CHECK SUBMITTAL 10/18/2021 QRpFE:ss q� be used by or disclosed to any person, firm or corporation for any purpose O 0 design + structural engineering �� wN S/y9 F,t, whatsoever without the written permission of Arun Shah & Associates. Owner & y� P cZ STRUCTURAL reproduction companies shall not reproduce copies from these drawings without O 0 43072 Christy Street o. S4345 rn the permission of Arun Shah & Associates. All work shall be performed in O 0 Fremont, CA. 94538 p. 06/30/21 S1 accordance with the Prevailing building codes & all local applicable codes & b 22332 R EG N A RT ROAD NOTES ■ ordinances. Written dimensions on these drawings shall have precedence over 0 scaled dimensions. ARP ��P of ° ° CUPERTINO , CA +1.510.220.4264 0 ar'un@ArunShahandAssociates.com cA OF 5 SHEETS C m -nunity Devel-apment_Dapartme_n Planning Division — Cupertino _ry - - - O CUPERTlNO O O � APPROVED O O O O O O O O O Case # EXC-2022-001 Application Nurnber(s)8x8 D.F.#1 P.T. 8x8 D.F.#1 P.T. 8x8 D.F.#1 P.T. 16"0x16'-0" 16"0x16'-0" 16"0x16'-0" Approva Body: Planning Commission PIER PIER PIER Approva Date 09/28/22 _ 8x8 D.F.#1 P.T. si natur Brianne r O Harkou&1T&ager r �47 — — 7 PIER TYP. REMOVE (E) POST — — ®� �� AND RETAIN THE \ '_� iF T r�\ V 1 F��I\I �F T\I �/F T\ 1/I♦a\ I , I ; 1/I il � �I ;I ;LJ �I ;I ;LJ �I ;I ;LJ �� - 1 lil I O (E) PIER, TYP. ILJ O O REMOVE (E) POST I 86 D.4,#10 P.T. ( 868�D.4,#10 P.T. AND RETAIN THE I 1 8x8 D.F.#1 P.T. (E) PIER, TYP. 16"0x16'-0" I `' PIER TYP. PIER TYP. 1 PIER I 1 SEE 4/S3.2 SEE 4/S3.2 O _ , O O \ 8x8 D.F.#1 P.T. TYP. 16"�x14'-0" PIER TYP. \ SEE 4/S3.2 8x8 D.F.#1 P.T. I I ;F>� N GRADE BM `� 16"�x14'_0" 0_,) O PIER TYP. lo (N) GRADE BM 11 I- 4/S3.2 \ \1 0 I � REMOVE (E POST REMOVE (E) POST \ (E) PIER, TYP. 8x8 D.F.#1 P.T. 1 1 , AND RETAIN THEAND RETAIN THE \ — — 16 0x14 -0 - ;(E) PIER, T P. , _" — _" — _" _ PIER TYP. I I I �==y � (E) POOL (E) PIER YP. i i>�y i I._� i�><y ; _ SEE 4/S - - 0 - 1 I I 8x8 D.F.#1 P.T. y 16"0x14'-0" 8x8 D.F.#1 P.T. - PIER TYP. 16"0x16' 0" I I 1 PIER I;EF-`\ 1 �\ %1 6 TYP. 3. ( ) GRADE BM � EXISTING 4/S3.2 ( I = 0 RESIDENCE 1 8x8 D.F.#1 P.T. 16"0x16'-0" __-- PIERF a\ 1 L , ` ,_\ _ �+0b � PIER LEGEND vI r' � 0 EXISTING PIER I L_ ;----; NEW PIER (E) PIER, TYP. \ i - _ { }S P --- I I O - I I I 0 I 17 (E) FTG, TYP. FOUNDATION NOTES: T 1' \ 1 . THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5%. -y I \ 2. FOUNDATION SHALL BEAR ON COMPACTED FILL MATERIAL WITH IN-PLACE DRY LDENSITY IS NOT LESS THAN 90% OF THE MAXIMUM DRY DENSITY AT OPTIMUM i L MOISTURE CONTENT OR AS DIRECTED BY THE SOILS ENGINEER. 3. THE EXCAVATION OUTSIDE OF FOUNDATION SHALL BE BACKFILLED WITH SOIL / THAT IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, COBBLES & BOULDERS. THE BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE THE FOUNDATION OR THE WATERPROOFING MATERIAL. F T 7TRY- 4. SEE SHEET S1.1 FOR STRUCTURAL NOTESO 5. THE CONTRACTOR SHALL PROVIDE ALL MEASURES & PRECAUTIONS NECESSARY TO PREVENT DAMAGE & MINIMIZE SETTLEMENT OF EXISTING OR NEW (N) GRADE BM - CONSTRUCTION INSIDE OR OUTSIDE OF THE PROJECT LIMITS. ANY DAMAGE TO 4/S3.2 i I r NEW OR EXISTING CONSTRUCTION INSIDE OR OUTSIDE OF PROJECT LIMITS CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENT OF THE SOIL RETENTION SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION PLAN � a;I 6. EARTHWORK, FOUNDATION CONSTRUCTION, PIER DRILLING, PAVEMENT EXISTING & NEW PIERS 1/4"=1 '-0" CONSTRUCTION, AND SITE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY WAYNE TING & ASSOCIATES, INC. (WTAI), DATED MARCH 18, 2018. WTAI SHOULD BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY 8x8 D,F.#1 P.T. ,�I EARTHWORK AND SHOULD OBSERVE AND TEST DURING EARTHWORK AND 16 0x14 0 � I 1 FOUNDATION CONSTRUCTION AS RECOMMENDED IN THE GEOTECHICAL PIER TYP. SEE 4/S3.2 7. ALA-EXTE-OR FRA1^A1Nlr_ cunt 1 RE PRESSURE TREATED. All ideas. designs & plans represented by this drawing are owned by & the RELEASE STATUS: DATE REVISIONS: DATE: SHAH RESIDENCE Arun Shah & Associates property of Arun Shah & Associates & were developed for use on & in connection with the specified project. None of such ideas, designs or plans shall ° PLAN CHECK SUBMITTAL 03/16/2021 ° PLAN CHECK SUBMITTAL 10/18/2021 Q�pFESSIONq� be used by or disclosed to any person, firm or corporation for any purpose ° ° design + structural engineering ��O �uN Slyq Fti whatsoever without the written permission of Arun Shah & Associates. Owner & �� P y c/ FOUNDATION P LA N reproduction companies shall not reproduce copies from these drawings without ° ° 43072 Christy Street CD o. S4345 m the ermission of Arun Shah & Associates. All work shall be erformed in Ldaccordance with the Prevailing building codes & all local applicable codes & ° Fremont, CA. 94538ordinances. Written dimensions on these drawings shall have precedence over ° 22332 REGNART ROAD . 06,30,2, S200 scaled dimensions. ° +1.510.220.4264 CTVRFo� �Q CUPERTINO , CA CAL ° arun@ArunShahandAssociates.com OF 5 SHEETS C mrrLunity DevelQpment_Dapar Planning Division Cupertino O 0000 O O O O O O O O G UPERTINO APPROVED D G.� G,� H 'C Case # EXC-2022-001 Application Number(s) TYP. 3x BLK, TYP. EXCEPT 3 AT GUARD POST. SEE Approval Body: Planning Commission 3. 12/S3.2 TYP. Approval Date 09/28/22 _ HUC HNGR Signatur Brianne J LJ LJ O Harkoushv�ager LJ 4 1 P x12 T 4x1 PT _ 4x 12 PT olo, r-; B-10 - O 00 _ 01O 6x12 @ EA C14 m N ELE VATION 0 x X 2x RE DECKING CO „ `� W #10 CR 1-11� +2 - N LZ _N z x � x r _ N �o +0 -optm z - H HNGR, I r —�J CI-4 x IE) x12 LEDGER OR REP AC IT T P. O Jx12 PT x 4 12 T B 5 O X I (E) CR E Co W LL /9-A-% TYP. 11 TYP. 3. 3. L H H GR, HU HNGR, HB HNGR (N) 3x12 P T P O JX1 L DGER OR RIJPJCH IT TYP. (N) 3x12 PT O x 12 PT LEDGER O 7 CD Q 11 TYP. 31 3. _ U, 3. (E) 2x10 @ 24" O.C. 3 -J (N) TREX GUARD M x m �� TYP. POST, SEE 12/S3.2, 3 TYP. w 3. -J (N) 2x12 PT @ 12" O.C. 6k�2 pT 6x12 PT ffi of � w FJ1 - _ 6x12 PT O 12) - 3 (E) SCREEN TYP. o f z MST 8 B 12 LU WALL 6 3. TYP. 3' +2'-8" o N o u' x6 RE DE KIN J X / -#1 S RE S HB HNGR N 17 LJ I N (-3 REPLACE THE � z ~ m `�, o w x CID co o (E) DECKING TO w z +2 -8" IJ MATCH THE (N) - - - - - - - - - - - - -LJ - - - - -I 4x12 T O �� o W/ (N) 3x12 T LEDGER HU HNGR, B-3 6� TYP. \�� HB HNGR x �, Cn TYP. 31 I I (E) PO L - -1 o z I z » I CS 1 x8 0 �Okl _ w x B KSo (N) 2x12 PT @ x RE . . c� w I o 16 O.C. W/ ','-#1 S RE S U (E) CONCRETE SLAB J - w ~ 4 12 E w J XQ I Nc� EEVTIO - c3 m r� J � » N U N N B.M. _ +0'-0" w c1 + '-8" 9B +3 8 z x � C 1 (N) 2x12 PT @ 12" O.C. o FJ1 I� E� -3x12--LED QR-REPIA-G IL - = - - - - - - - - - - - - - - - - - -I z V) o W/ (N) 3x12 PT LEDGER 0 B-1 Y � J 6 TYP. 11 I Q � x HU HNGR 3 4x123@ EA 3 YP. w EXISTING ELEVATION j 3 REPLACE THE HB HNGR O -T— x (E) DECKING TO RESIDENCE z � MATCH THE (N) o z I w Cr 2-{7 w x o �� o I 1 �p J - w I ~ N �� HB HNGR NwcD I x � 0 N 17 J J w (N) 2x12 PT @ 16 O.C. (E) CONCRETE SLAB +4' " 6x12 P SPA �FJ i FJ3 B 18 O o �+ I +2 -2 NUR � �O \ I p w a_ U L`J o IT (N) 20 PT @ 12 O.C. I<<I�P �1p� O I - - - - - - - - - - - - - 0 QD X N FJ4 0 w NLLJ w� CIO N (/) N \ �c. O �` O — � 2x14 TYP. T 12" 0T. � IJ �1 \ STRINGER o Cn 4 0 2 6x14 P X CD (-3cr L —L L —L L L J o 3 STRING @-E END N N co o �� CXI x (E) POST, `c w TYP. N 3x12 PT (E) 3x12 LliDGER Oh IJPLALE I O W/ N 3x12 PT LEDGER -ENTRYFLOOR FRAMING NOTES: O FJ3 I 11 3• 1. SEE SHEET S1.1 FOR STRUCTURAL NOTES. TYP. 2. FOR TIE ROD ELEVATION & DETAILS SEE SHEET S3.1 AND FOR WOOD FRAME 3 I I 3 3. DETAILS ON SHEET S3.2. 3. w � l TYP. LIJ I 3. SEE 12/S3.2 FOR TREX GUARD POST TO DECK CONNECTION. I PROPOSED DECK FRAMING PLAN w � l 1 � NI C114 � I X " �I I I All ideas. designs & plans represented by this drawing are owned by & the RELEASE STATUS: DATE REVISIONS: DATE: property of Arun Shah & Associates & were developed for use on & in SHAH RESIDENCE Arun Shah & Associates connection with the specified project. None of such ideas, designs or plans shall Q PLAN CHECK SUBMITTAL 03/16/2021 0 PLAN CHECK SUBMITTAL 10/18/2021 Q�pFEsSssl q� be used by or disclosed to any person, firm or corporation for any purpose o ° design + structural engineering Slyq Fti whatsoever without the written permission of Arun Shah & Associates. Owner & �� P � cZ DECK F RA M I N G reproduction companies shall not reproduce copies from these drawings without Q 0 43072 Christy Street No. 54345 n the permission of Arun Shah & Associates. All work shall be performed in Ld accordance with the Prevailing building codes & all local applicable codes & o ° Fremont, CA. 94538 PLAN 5 22332 R E G N A RT ROAD . °6,3°,2, � ' ordinances. Written dimensions on these drawings shall have precedence over Q Q , Tde , P scaled dimensions. 'QUCT\3 +1.510.220.4264 qTF OF CAt.�F�� ° ° CU PERTI NO , CA 0 arun@ArunShahandAssociates.com OF 5 SHEETS C m -nunity DevelQpment_Dapart-me_n Planning Division - Cupertino CUPERTINQ APPROVED 1 '_2„ O O Case #- EXC-2022-001 0 0 Application Number(s) 3)/2" MIN -Y"� THRU 10'-6" 7'-10" 4 Approva Body: Planning Commission BOLT - - - - - - - - - - - - - - - - 8'-8%" Approva Date 09/28/22 1 _ — — — — — — — — — — — — 0 Signatur Brianne N BOTTOM OF (E) Harko��hv�ager � JOIST BOTTOM OF (E) BOTTOM OF (E) -[ JOIST JOIST 1A 11 11 CW11 3. TYP. 31 TYP. 31 TYP. 2-2"0 THRU 11 B w BOLT - Q w m w m N m LL X N = O N X A. SECTION o � LL- N o o TURNBUCKLE TREX 2x6 DECKING W/ 2-#10 SCREWS o TURNBUCKLE ILL CD o -I o LU FOR Y4"O ROD 2x PT DECK JOISTS SEE MANUF. INSTRUCTIONS FOR CENTER LINE L=` � FOR 4"O ROD > CAI w TURNBUCKLE W/ 2x BLK INSTALLATION OF TIE ROD > � o z FOR %"� ROD z w 1 _2 w - - F,, Ln \�� 31 TYP. CENTER LINE m OF COLUMN 11 11 IVI x 3 TYP. 3 TYP. (.0 Li 6x BEAM / 1 � B. TOP VIEW BEYOND A35 @ 3'-0" O.C. 0 4/S3.2 GRADE B M, co Y8 Y4" THK PL - - o J-:GRADE BM, L 4/S3.2 ;r, > 4/S3.2 THK PL Y THK PL 6x OR 4x I -'I—CLEVIS DROPPED BM I BOLT SEE 11 A/S3.1 FOR 1 /7-7 I 8x8 POST BEAM TO COLUMN--' "O TIE ROD W/ CONNECTION # 2Y CLEVIS, TYP. C. ELEVATION ALONG LI N E 5.2 ALONG LI N .2 ALONG LINE A 7 3�8„=1 ,-0„ 4 3�8„=1 $-0„ 1 3�8 ,_o„ " O O II � 3/ " O �� O O �1G LINE E 7 10 SEE 11 D/S3.1 FOR 3 „ PLATE AND BOLT 4 0 TIE ROD W/ 342"0 THRU SIZE ® E # 2)/2 CLEVIS, TYP. BOLT .�Y" THK PL 9'-7�" � \ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I3 9 -3Y BOTTOM OF E F GRADE BEAM 2110 � - - - - - - � - - - - - - - - - - - - - - - - - JOIST z: K— BOTTOM OF (E)J BOTTOM OF Er JOIST ( ) JOIST w D. ELEVATION CDf N LLJ Q IL ¢ ME m > Lv LLI N m m O Li X N I CO TURNBUCKLE 8x8 POST x � > `� o �,vvwv�w�w�/vvv//vvwv�� %v/ viwv�/vv�w�/vw/ww/wv�/vv��y/v� o FOR % O ROD LL- L CD LJ— CD � CD TURNBUCKLE = N U CLEVIS FOR %"� ROD > w TURNBUCKLE w �wv/vvvwvwvwvwv vw�wv�w�w�w/ LLJBOLT > � FOR /4 � ROD O �' U Z w \\ \\ Co U U O 16"� PIER 7�" � C:) O E. ELEVATION GRADE BM BEY. 5)/9" 16"0 PIER �f GRADE BM, r TYP. 4/S3.2 N ---�� 1 _ J ry I GRADE BM, LL CDLL: 4/S3.2 I - //i//i / v�w�wv GRADE BM, Y" THK P L 2-4"0 x2,-o„ < ��i�/ ��i�� 4/S 3.2y�i�� A307 ANCHOR BOLTS F. PLAN TIE ROD DETAILS ALONG LINE H ALONG LINE E ALONG LINE A 0 2 3/8„=12-02) O O 8,-3 » 2 10'-6" - 7 -2 4 6y - - - - - - - - - - - - - - - - - - - - - - - - - - � BOTTOM OF BOTTOM OF E (E) JOIST JOIST w BOTTOM OF (E) m JOIST ¢ X m co ILL N L1- • x Q0 L� CD CD m N o > CD LLJ TURNBUCKLE TURNBUCKLE CD w FOR 4"4 ROD I z FOR Y4"b ROD O Li w w O O U > TURNBUCKLE C14 z FOR 4"O ROD w � U o GRADE BM, GRADE BM, 4/S3.2 4/S3.2 NOTES: � � � � 1. HEIGHTS NOTED TO THE BOTTOM OF (E) JOIST ARE FIELD _I C1 > MEASURED. CONTRACTOR SHALL VERIFY IN FIELD AND ANY GRADE BM DISCREPANCY SHALL BE NOTIFIED TO ARUN SHAH AND ASSOCIATES. co 2. ALL EXPOSED STEEL COMPONENTS SHALL BE GALVANIZED TO _1 PREVENT CORROSION. ALONG LINE 4.7 ALONG LINE 1 ALONG LINE B.5 6 3 „_ , „ All ideas. designs & plans represented by this drawing are owned by & the RELEASE STATUS: DATE REVISIONS: DATE: property of Arun Shah & Associates & were developed for use on & in SHAH RESIDENCE Arun Shah & Associates connection with the specified project. None of such ideas, designs or plans shall Q PLAN CHECK SUBMITTAL 03/16/2021 ° PLAN CHECK SUBMITTAL 10/18/2021 - ESS10/yg4 be used by or disclosed to any person, firm or corporation for any purpose Q ° design + structural engineering ��O �uN Slyq Fti whatsoever without the written permission of Arun Shah & Associates. Owner & � � c/ P TIE ROD E L EVAT I O N reproduction companies shall not reproduce copies from these drawings without Q ° 43072 Christy Street o. S4345 m the permission of Arun Shah & Associates. All work shall be performed in Ld accordance with the Prevailing building codes & all local applicable codes & Q ° Fremont, CA. 94538 06/30/21 S11 ordinances. Written dimensions on these drawings shall have precedence over Q ° 22332 R EG N A RT ROAD , ' & DETAILS scaled dimensions. o +1.510.220.4264 'QUCCUPERTINO , CA TURP��P OF CAL�F� arun@ArunShahandAssociates.com OF 5 SHEETS C 2MMUn ,v []ewe I a pme❑t4e paxt- nt Planning Division — Cupertino CUPERTINO APPROVED O Case # EXC-2022-001 Application Number(s) Approva Body: Planning Commission N. 2x PT D.J. 8x8 POST W/ Approva Date 09/28/22 B.N. CBSQ—SDS2 Signatur Brianne GUARD & RAILING Harkou&1T �ager A35 @ 3" MIN S.A.D E.N.-,-,,' TYP. 3'-0" COVER, TYP. TRIM 4x12 - - - - TO FIT 16" PIER 2 Ox (N) 2x6 TREX (N) 2x F.J. LAG SCREW 2x PT D.J. DECKING (N) 2x BLK E.N. TREX DECKING, 6x TO 2x BILK B/W 3-16d x 2x4 @ 16" TYP. FIT 6x12 4x BM W/ JOISTS O.C. STUDS DROPPED HU HNGR BEYOND 2x PT D.J. A35 @ 0 6x DROPPED BM 4x DROPPED 2x PT FLAT BM ill I LEDGER W/ (N) 6x (N) 3x8 CONT. (N) 4x12 BM W/ HU HNGR BEYOND W/ (N) 6x 6x BM I 3-16d BEYOND HU HNGR 2x PT D.J. A35 @ I I (N) 8x POST W/3'-0" DROPPED BM I I BEYOND I I CCQ CAP 1 1 (N) 8x8 SECTION A SECTION B I I POST W/ I ECC CAP SECTION HRU DECK COLUMN TO PIER CONNECTION �I 1 (N) 2x14 PT BEYOND 9@ D I F F E R E N T E LEVAT I O N S " 5 (N) 8x8 POST STRINGER >>�° MIN. 1 "x8" FASCIA FOR RISER 1 =1 —0 1 =1 —0 BEYOND I I 1 "x6" FASCIA FOR TREAD SEE THE INSTALLATION GUIDE 4" MAX I I (N) 2x6 TREX #10 SCREW DECKING I I 2—%"0x6" F1554 GR 36 BOLTS TYP. 3 5 W/ SET-3G EPDXY, SEE SCHD FOR TYP. _ 3x10 PT W/ MIN %"� SPACING OF BOLTS Z �\\ 3 A.B. @ 16 O.C. LEDGER BOLT SCHEDULE _ i NOTES: A.B. SPACING OF JOISTS SPACING OF A.B. 1. SEE TREX INSTALLATION GUIDE FOR TREX STAIRS 4. INSTALLATION NOTES & DETAILS. #3 @ 10 1 (N) 2x DECK (E) 3x LEDGER OR (E) 12 O.C. 12 O.C. 2. SEE 3/S3.2 FOR BEAM TO COLUMN CONNECTION. 3—#4 TOP & BOT. REPLACE W/ 3. SEE 5/S3.2 FOR POST TO PIER CONNECTION. JOISTS W/ CONCRETE 2_ 8 0.C. 8 0.C. ��»��`i�`i�`i�` �,��X��,�r LU210 HNGR (N) 3x12 PT LEDGER WALL ' ;��;�%!�' W/ DTT2Z @ 8'-0" O.C. 16" O.C. 16" O.C. 3x12 PT 24" O.C. 24" O.C. �— x � �— � � 16"0 PIER DECK JOIST TO (E) CONCRETE WALL (N) 6x OR 6 CONNECTION 1 "=1 '-0" (N) 4x 2 ALONG LINE A HTT4 3x LEDGE 2x BLK 2x JOISTS ' DECK (E) RESIDENCE 3x12 PT HTT4 2x12 JOIST (N) 2x D.J. \—(E) 2x F.J. ° (E) OR (E) 2x F.J. 6x DROPPED ° BM °° CONCRETE W/ LU28 HNGR ° ° (E) CRIPPLE WALL WALL (N) 3x12 PT LEDGER W/ 3x LEDGER 4— �"Ox5" LAG SCREWS @ ECCRQ OR ECCRQ 6x DROPPED CCQ COL CAP 8 4x GLB 24" O.C. COL CAP CCCQ CAP DECK JOIST TO (E) RESIDENCE 0 8x8 POST CONNECTION (N) 2x JOISTS 1 "=1 '-0" A. END CONNECTION B. INTERMEDIATE CONNECTION B. INTERMEDIATE CONNECTION @ 12" O.C. 2—WAY CONNECTION 2—WAY CONNECTION 3—WAY CONNECTION 11 HTT4 @ CORNER 4Cn as a 3 BEAM TO COLUMN CONNECTION I I Q NOTE: MAXIMUM SPACING OF THE I I s I „ I I GUARD POST = 6'-0" & _ 10 —0 I I HT OF GUARD POST = 3,_6,> a a` w II GUARD POST, I I a a ' Q S.A.D. �I I a 1 ,_3„ GRADE BM BEYOND II , O.C. 4x BLK BEYOND • G . #3 SPIRAL @ Y"O x7" LAG SCREWS, 2—2 x DECK a \ \\ \\ \\\ \ \\ \\ I I 4x12 ILK � a 4. . 3 PITCH ��i� �� E.S. OF 4x BLK JOISTSdq � �`i��`i��`i�� LICE ;® ; z �`�%,`� ��;`�;;� -`� 2 —0 , TYP. GRADE BM A a SEE 4/3.2 FOR » » w m �� V��V�� 2—Y Ox5y LAG ® o REBAR AND SIZE SCREW 0 6—#5 CONT � � a n ff `/`�`/� cN #3 SPIRAL @ o 16 PIER C ON T T H R U CAP 2-2x D.J. @ E.S. 2—2 x DECKCD 2—2 x DECK \�\/\/\ \�\�\/\/\ \�\�\/\/\ \�\/\/\/\ ad 4—� LAG SCREW w a %%%%�%�%�%�%�%�%�%�%�%�%�%�%�%�%� OF BLK JOISTS '\ \ \ \''''\''\''\''\''''\''\''\''\''\''\''\''\'' JOISTS w a. a @ E A 4x BLK cn a PLAN VIEW ELEVATION VIEW i� 6x DROPPED a BM GUARD POST TO DECK CONNECTION GRADE BEAM & PIER Al GRADE BM & PIER DETAIL 8 ELEVATION 3/4"=1 ,_0„ All ideas. designs & plans represented by this drawing are owned by & the RELEASE STATUS: DATE REVISIONS: DATE: property of Arun Shah & Associates & were developed for use on & in SHAH RESIDENCE Arun Shah Associates connection with the specified project. None of such ideas, designs or plans shall PLAN CHECK SUBMITTAL 03/16/2021 0 PLAN CHECK SUBMITTAL 10/18/2021 Q�pFESS10/yq� be used by or disclosed to any person, firm or corporation for any purpose O 0 design + structural engineering �� wN Slyq F,y 0 whatsoever without the written permission of Arun Shah & Associates. Owner & �� P y 61, DECK F RA M I N G reproduction companies shall not reproduce copies from these drawings without O 43072 Christy Street ry s4345 m the permission of Arun Shah & Associates. All work shall be performed in '�' accordance with the Prevailing building codes & all local applicable codes & O 22332 R EG N A RT ROAD Fremont, CA. 94538 Ex 6/30/21 S302 ordinances. Written dimensions on these drawings shall have precedence over 'Q i �. D ETA I LS scaled dimensions. 0 o UCW C U P S RT I N O CA +1.510.220.4264 ``� OF CA RF P arun@ArunShahandAssociates.com OF 5 SHEETS CASA PROJECT EW71412 ALCommunity Development Department Planning Division — Cupertino DESCRIPTION C U P E RT l N O APPROVED This family of exterior wall-mounted fixtures is available in a variety of geometric forms:circle,square,and two different rectilinear Case # EXC-2022-00 1 — configurations.Light is directed downward from a recess,and the incline Application Number(s) allows the glow to radiate gradually.Vanishingly thin and ideal for egress, courtesy,and grace lighting.Optional stone inlays offer additional Approval Body: Planning Commission opportunities for customizing to complement different wall surfaces. Approval Date 09/28/22 Signature Brianne Harkou&hra-Iager EW71412-BK EW71412-GY Black Gray l SPECIFICATION DETAILS Polymeric Metal Finish Diffuser BK-Black *For custom options,consult factory for details. GY-Gray Fixture Dimensions W12"x H4-1/2"x E1" Light Source AC LED Module Wattage 23W (V Total Lumens 16001m v Delivered Lumens BK-2861m;GY-3691m; Voltage 120V Color Temperature 3000K CRI(Ra) 90CRI 12" Optional Color Temps 2700K-5000K Available,Minimum Order Quantities Apply LED Rated Life 50,000 hours Dimming 100%-10%,ELV Dimmer(Not Included) Glass Details Frosted Glass ADA Compliant Yes Location Wet Compliance ADA Warranty 5 Years K U Z C 0 COMMENT 19054 28TH AVENUE SURREY- BC V3Z 6M3 CANADA WWW.KUZCOLIGHTING.COM c us Intertek 12/5/21, 12:49 PM Post Accent Lights LED RAILING POST f16 art MOUNTED DOWNLIGHT lan`n,�11 Ulvis`ion�u ertino g P -CUPER-Q4V LED post accentA►RMIRCTUFsBecorative aluminum sconce has a durable powder- CasP9pted fiFi)iQie66pjhe post face to create a beautiful down light.The post accent light featew01r anr►oPuvWt(3)LED lights with a high CRI (color rendering index)for a truer for re ntation d our.exclusive polycarbonate lens that diffuses light more Approva��od�i: I��anning commission even) hile p onal protection against the elements. ApprovaY�a rote / . _ •_ .. __ ,. • Dura ,energy erncient 24v Stu lights rated for up to 50,000 hrs ,I Signat fir . �� ager • Long lasfing po yccar onate lens protects&diffuses light more evenly • Plug and play features: For easy installation! • Compatible with 3rd party dimmer switches • Color matched with Feeney DesignRail®Aluminum Railing Systems Post accent lights come in 15 standard finishes -ColorEasy"'! View all and get inspired !00 I f I I r - ColorEasy W u� Learn more about: Feeney Railing Systems , POST MATERIAL I ri •' Need help? https://www.feeneyinc.com/Post-Accent-Light 1/2 12/5/21, 12:49 PM Post Accent Lights n ORIODevelojeDepartment Planning Division — Cupertino CUPERTI ee DesignRail®pho 5 w i 'E i g Case # EXC-2022-001 Check outpour L8DITW1Obu YIKIMI Lighting ApproDvasl gRai Urea tne OL Swn nrocOurre APPrgyA.jg�ji , RA-,'--- Signature Brianne Harkou&hr&ager Specifications v • Voltage: 24V DC • Brightness: 118 lumens • Color(CCT): 3800K • 85 CRI • Power Consumption: 1.41 watts • Max. run length: 55 feet • Environment: Suitable for wet locations • Certification: UL listing • I P Rating: I P65 • Dimmability: Fully dimmable using 24V magnetic dimmable driver kits and compatible dimmer switch • Warranty: 2 years for light array,5 years for power supplies Installation > Need help? https://www.feeneyinc.com/Post-Accent-Light 2/2 Community Development Department Project No. 4030 Planning Division — Cupertino 12 July 2022 CUPERTINO AW I& TING & ASSOCIATES, INC. Case # EXC-2022-001 GEOTECHNICAL CONSULTANTS Application NumbQ329 Osgood Road, Unit A, Fremont,CA 94539 Phone(510)623-7768 E-Mail: wayne@wayneting.net Approval Body: Planning Commission Approva I a j Sh"/28/22 22332 a nart Road SignatureC rb, ,A ar oii& alter Subject: CLARIFICATION Proposed Deck 22332 Regnart Road Cupertino, California References: 1) Geotechnical Investigation Wayne Ting&Associates, Inc. Dated 18 March 2018 2) Foundation Plan By Arun Shah&Associates Sheets S1.1, S2.0, S3.1,and S3.2,Dated 3/16/21 Dear Mr. Shah: At your request, Wayne Ting & Associates, Inc. (WTAI) has reviewed the above referenced materials pertaining to the subject project. Based on our review, we want to clarify that the drilled piers should have a minimum diameter of 16.0 inches and a minimum of 16 feet below the ground surface and 10 feet into Santa Clara Formation, whichever is deeper. Should you have any questions relating to the contents of this letter or should additional information be required,please contact our office at your convenience. Very truly yours, WAYNE TING & ASSOCIATES,INC. Dv OFES% Wayne L. Ting, C.E. No. C 46276 Principal Engineer cn� Copy: 1 to Mr. Shah OF CAOf CommunityDe.velap-mnent Department \� Planning i • -• a APP• a Approval Body: PE Approval D 'te �j. Ilk Community Development Department Planning Division — Cupertino Project No. 4030 28 April 2021 CUPERTINO APPROVED Case # EXC-202 YNE TING & ASSOCIATES, INC. Application Number(s) GEOTECHNICAL CONSULTANTS 42329 Osgood Road, Unit A, Fremont, CA 94539 Approval Body: Planning CRM Oj9P623-7768 E-mail: wayne@wayneting.net Approva I Date 09/28/22 Mr. R Signature2,,,, , ager Cupe i , DR Subject: PROPOSED DECK 22332 Regnart Road Cupertino, California Dear Mr. Shah: We have reviewed the following documents: 1. Geologic and Seismic Hazards Map, Cit, off, f Cupertino: GIS map prepared by the Information Technology Department, dated August 2003. 2. Plan Review #1 Comments, Cit off Cupertino Permit #BLD-2021-0546: prepared by Brianne Reyes, Cupertino Associate Planner, dated April 8, 2021. 3. Geologic Map of the Sargent-Berrocal Fault Zone between Los Gatos and Los Altos Hills, Santa Clara County, California: U.S. Geological Survey Map MF-643 by D. Sorg and R. McLaughlin, 1975. 4. California Landslide Inventory: California Geological Survey Database accessed April 23,2021. 5. Soil and Foundation Investigation Conway Residence, Lot 5 Tract 6310, Cupertino California: Consultant report by J. Michael Cleary and Associates, dated November 13, 1980. DISCUSSION The referenced deck is adjacent to a home constructed in 1982 atop a local spur just east of the crest of Coyote Ridge within relatively rugged terrain about three-fourths of a mile east of Stevens Creek Reservoir. The owner is proposing an expansion of an existing deck at the above-referenced residence. Because this locality is within a City Geologic Hazard Area regarding Hillside Slope Instability (Reference 1), the City has requested a Geotechnical Engineer or state-licensed Civil Engineer address Comment Number P-PC-003 (Reference 2)regarding geotechnical conditions at the site. Community Development Department Planning Division — Cupertino Project No. 4030 28 April 2021 CUPERTINO APPROVED 20t ence 3) indicates this area to be underlain by the Santa Clara formation Case # - - Ap1)1�,Ql"I.LaLI n �m er(s t, young features have been mapped in the area (Reference A geo technical investigation by Cleary and Associates in 1980(Reference 5) for the Approva llE96l�ltqplgj4 tt"Miggi6fiut-fill pad in Santa Clara Formation conglomerate upslope of an 4 n lent" 1 of Cleary's borings were near the subject deck area. They encountered Approva I [ �-? , ,�" Wit' un is urbp SaIlLa�1aia FV1111ativii ivaiciiai-, Wit in a few feet of the surface. Signature Brianne CONdaJ41O 'ager Based on our research, it appears that the proposed deck area is underlain by dense Santa Clara Formation material mantled by a layer of soil and fill. If constructed on piers founded into the Santa Clara Formation as we are recommending,we believe that a relatively lightweight deck should not adversely impact the gross stability of the slope area. LIMITATIONS AND CLOSURE This letter report is issued with the understanding that the conclusions contained in it are based solely on the reviewed materials. The conclusions are only professional opinions intended to help the recipients determine the suitability of the referenced site for their intended purposes. The undersigned did not participate in the 1980 site investigation by Cleary& Associates, and we are unable to guarantee or warrant the results of that study. Hopefully, this provides you with the information you require at this time. Please feel free to call if you have any questions. Very truly yours, WAYNE TING& ASSOCIATES, INC. QiDFESS/014� Wayne L Ting, C.E. �a y Principal Engineer LU NO. C 46276 N� �Q Copy: 1 to Mr. Shah YA C/o- oQ�' F CF CALF WAYNE TING&ASSOCIATES,INC. 2 22332 Regnart Road Deck - View Photos 1 . Foothill / Cristo Rey 2. Rothill / AI inCommuni elo e t �e a rtment $ "Yen" Way km.rnessw9y . . 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Rainbow Or \ n tY Or an SA�4a� a Yamagamis —" r• _ Garden Center n o 8 3 Seven Springs CN Fiie Station SummerWirids Nurse 4 q ry CALABAZAS n -- --- .--- H.wcastk Or SOUTH rR Waterford Shoran 9r bonlnoar way 5 BROOKVALE,.. Hoover Park s CHANTEL Parker Ranch Trailhead a gyphart PI E gg Ivy L Seven Springs.- Prospect Rd p 22332 Regna R ■Loop Trail view m Prospect Rd Saratog',;p eat enter9 'upertino.CA 9 T � as & auzs�f Saratoga o �,y,x CI ngregation8etl R:� "Gongle j, SaratnnaSTarn `fq.Caroling Community Development Department Planning Division — • • APPROV-EaFNOt Visible 1 1 J Approva I :; i f: 1 • FI Approva ISignatur --------------- Not Visi • rj.. 1 - ) AJ •�. - WAY ' Community Development Department F.� Planning Division — Cupertino APPROVED Case # 1 / 1 ` • Visible A • • r ter • ' . .,� • • •91 i • • • — 1 �••r. •' . , .� Signature A ► f3cllevue.�, i"fir #ty •:ti • Visible. Behind the hill ASN- --� •�-._v � �� " .. ��_` roa •.�,::.. =." Hra�n�epo«a .. 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