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approved plans R-2018-21.pdfPROJECT DATA PLANNING 1. ASSESSOR PARCEL NO: 362-27-009 2. LOT SIZE: 54'x111.12' = 6000.48 SF 3. ALLOWABLE FLOOR AREA UPON COMPLETION ADDITION a. WIDTH OF (E) GRACE IS 20" SHY, THUS RESERVED GARAGE AREA = (1'-8")x(20') = 33 SF b. F.A.R. _ (6000.48)x(45%) = 2700 SF c. ALLOWABLE FLOOR AREA - - 2700 33 2667 SF 4. NON -CONFORMING WALL A. AS THE RESULT OF BOUNDARY SURVEY, C-0, EXISTING SIDE YARD (EAST & WEST) SETBACKS HAVING DISTANCE VALUE IN EQUALITY THUS WALL EXTENSION OCCURS ALONG WEST PROPERTY AS DELINEATED ON AS -1 BECOMING 'CONFORMING WALL' THEN EAST WALL BECOMING A'NON-CONFORM ING' WALL B. ALLOWABLE LENGTH OF EXTENSION ALONG CONFORMING WALL IS 15' MAX. COMBINED 12'4" (SEE SITE ON AS -1 & A-3) C. BEARING HEIGHT OF EAST WALL / NON -CONFORMING WALL MUST REMAIN NO CHANGE FOR REMODEL OR ADDITION D. RECORDATION IS REQUIRED FOR THE NON -CONFORMING CONDITION TO THE PROPERTY 5. 1ST FLOOR BUILDING ENVELOPE: SEE FRONT ELEVATION ON A-5 IT MEETS REQUIREMENTS, AS STIPULATED IN TABLE 19.28.070 6. PUBLIC WORKS STATES CONFIRMATION FORM IS NOT REQUIRED DUE TO THE ADDITION IS LESS THAN 25% OF EXISTING FLOOR AREA INCLUDING GARAGE THE PERCENTAGE IS FORMULATED AS FOLLOWS; (ADDITION AREA) / (EXISTING FLOOR AREA) _ (262-66+332) / 2139 = 528 / 2139 = 24.68% 7. BUILDING AREA : 8. FLOOR AREA RATIO = 2667 / 6000.48 = 44.45% 9. RATIO OF 2ND FLOOR TO 1ST FLOOR= 332/2335 = 14.2% 10. SETBACKS: 1ST FLOOR 2ND FLOOR GARAGE TOTAL EXISTING 1675 SF 0 464 SF 2139 SF ADDITION 262 SF 332 SF -66 SF 528 SF TOTAL 1937 SF 332 SF 398 SF 2667 SF 8. FLOOR AREA RATIO = 2667 / 6000.48 = 44.45% 9. RATIO OF 2ND FLOOR TO 1ST FLOOR= 332/2335 = 14.2% 10. SETBACKS: *15' COMBINED; ** 25' COMBINED DESIGN REVIEW IS REQ'D IF SETBACK TO ANY SIDE IS LESS THAN 15' 11. BLDG HT ALLOWABLE: 28'5 PROVIDED - 24'-9" BUILDING MING SHAN, M., WANG & BAE JAN, N., WANG 21822 LINDY LN OWNER: CUPERTI O, CA 95014 (408)823-2266 LOCATION p F F 1 0 E o f C© 0 N TY A S 3 E S S 0 R 11wall rL7 12 9 A N TA C L A A A C 0 u M TY, BALI r-0RNI A TRACT Nd. 7$35 j V 5e —32 18 3� � 10 �--- 4iasary i$ lij TRACT NO. 3650 I 4v a � 4 is 187-M-4 4 1 t WEST HILL -I— LAV E REQUIRED PROPOSED 1ST FLR 2ND FLR 1ST FLR 2ND FLR FRONT 20' 25' 20' 25' SIDES 5' MIN. * 10' MIN. ** 5' 10'-4 2" / 16-9 2" REAR 20' 25' 28' 66-6" *15' COMBINED; ** 25' COMBINED DESIGN REVIEW IS REQ'D IF SETBACK TO ANY SIDE IS LESS THAN 15' 11. BLDG HT ALLOWABLE: 28'5 PROVIDED - 24'-9" BUILDING MING SHAN, M., WANG & BAE JAN, N., WANG 21822 LINDY LN OWNER: CUPERTI O, CA 95014 (408)823-2266 LOCATION p F F 1 0 E o f C© 0 N TY A S 3 E S S 0 R 11wall rL7 12 9 A N TA C L A A A C 0 u M TY, BALI r-0RNI A TRACT Nd. 7$35 j V 5e —32 18 3� � 10 �--- 4iasary i$ lij TRACT NO. 3650 I 4v a � 4 is 187-M-4 4 1 t WEST HILL -I— LAV E - �-� 'sQUIaEW000 - I - - a WAY - 290 PROJECT SITE 0 DRAWING INDEX ARCHITECTURAL SHEET Y� ° AT -1 fl 3135 7$d0 AT -2 r'dSf 71dd SHEET 3 CO BOUNDARY SURVEY MAP SHEET 4 AS -1 SITE PLAN, EXISTING AND IMPROVED DEMO SHEET 5 A-1 FLOOR & ROOF PLANS SHEET 6 A-2 BUILDING ELEVATIONS �J_z i; a a w v i a m ail, & 8 A-4 2ND FLOOR & UPPER ROOF PLAN SHEET 9 A -5A BUILDING ELEVATIONS, SOUTH/ EAST(OPTION A) SHEET 10 -a F 22 21 24 18 15 SHEET 17 14 15 BUILDING SECTIONS ff ,FiS � 24 25 ; 26 ; 27 ; 28 1 29 ; 30 32 1;1I2IJJI1211I19 it - �-� 'sQUIaEW000 - I - - a WAY - 290 PROJECT SITE 0 DRAWING INDEX ARCHITECTURAL SHEET 1 AT -1 TITLE SHEET SHEET 2 AT -2 GREEN CHECKLIST SHEET 3 CO BOUNDARY SURVEY MAP SHEET 4 AS -1 SITE PLAN, EXISTING AND IMPROVED DEMO SHEET 5 A-1 FLOOR & ROOF PLANS SHEET 6 A-2 BUILDING ELEVATIONS IMPROVED SHEET 7 A-3 1ST FLOOR PLAN SHEET 8 A-4 2ND FLOOR & UPPER ROOF PLAN SHEET 9 A -5A BUILDING ELEVATIONS, SOUTH/ EAST(OPTION A) SHEET 10 A-513 BUILDING ELEVATIONS, SOUTH/ EAST(OPTION B) SHEET 11 A-6 BUILDING ELEVATIONS, NORTH/WEST SHEET 12 A-7 BUILDING SECTIONS CONSULTANTS M ] 27 FY�YtE @. �TCA>C - A$l1�S1$CM toaa w era 1a -imm mi ppc wli SCM9iM uka, R. h T. Cew Us . 3P. 9NAWA ft11 NVOr 2017-40fl8 N.T.S. ARCHITECT: STEVE YANG & ASSOCIATES 1618 WILLOWHURST AVE. TEL (408) 694-1618 SAN JOSE, CA 95125 FAX (408) 694-8888 SURVEYOR: WEC ASSOCIATES SOIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: ELECTRICAL ENGINEER: 2625 MODDLEFIELD RD #658 TEL (650) 823-6466 PALO ALTO, CA 94306 J W D O w vo Z O D Q w O z Revisions By 7/3/18 NH PLAN N'G Drawn NH -L-T- 0 Check SY Steve Yang Date & Associates architects aia/pe AS -NOTED planning architecture & design 1618 WILLOWHURST AVE. San Jose, CA. 95125 (408) 694-1618 Revisions By 7/3/18 NH PLAN N'G Sheet AT -1 Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. Sheet AT -1 Of CUP€RTINO PURPOSE: CALGREEN RESIDENTIAL CHECKLIST —MANDATORY ITEMS COMMUNITY DEVELOPMENT DEPARTMENT + SUI LDING DIVISION ALBEIT SALVADOR, P.E., C.S.O., SUILDINO OFFICIAL 10300 TORRE AVENUE ■ CUPERCTINO, CA SED14-3256 (406) 777 -SM - FAX {408) 777-3a33 - buildin�cffi�unsniinc.tx� The 2016 CalGreen Cade applies to addltlons or alterallow of exlAng reeldential buildings where the addition or alteratlon Increases the building's oondItloned area, volume, or size and also appllea to all now low-rise realdential bulldinga, high-rlse residential buildings, or berth. Existing site and landsoaping Improvements that are not otherwlee dIsturbad are not subject to the req uIremante of CALGr9an, Project Name: Detached 2 -story Single -Family Residence Project Address: Project Description: Instructions: 7623 Squirewood Way House Addition & Remodel 1. The Owner or the Owner's agent shall employ a licensed professional experlenoad with the 2013 California Green Building Standards Codes to verify and assure that all required work described herein is properly planned and implemented in the project. 2. The 11canzed professions!, in collaboration with the owner and the design professional ahalI initial Column 2 of this ohecklist, sign and date Section 1 - Design Varification at the end of this ohecklist and have the checklist printed on the approved plans for the prJect. 3. Prior to final inspection by the Building Department, the licensed professional shell complete Column 3 and sign and slate Section 2 - Implementation Verification at the and of this checklist and submit the completed farm to the Building Inspector. Column 2 Column 3 MANDATORY FEATURE OR MEASURE Project 'Verifilcation Requirements A4.1 PLANNING AND DIESIGN Planning and Design - Site Development 4.10&2 Storm water d ra I nag* and retention during oonatruation. Projects conduits, or Cather openings In plates at exterior walls shall be protected ® whioh dieturb less than one acre of soil and are ncC part of a larger oom-mor ® ❑ plan ref davalopment shall manage :arm water drainage during construction. concrete masonry or similar method acceptable to the enforoing 929114y. ® 4.168.9 grading and parving. Ths Bite shall be planned and developed to Construction Waste Reduction, Disposal and Recycling 4.408.2 Construotllon wute management plan. Where a Iooal judsdlctlon keep surface water sway from buiIdlnga. Construction plans shall Indirsrke how ® [] site grading or a drainage system wvlll manage all surface water 13nstruction Iwaste management plan ahall las aulbn tted for approval to the 4.106.4 Electric vehicle {EV) ohsrging for now construction. New constructlon shall oomply with Sections 4,449,4.1 and 4,100.4.2 to facilitate ® ❑ future Instal latlon and use sof EV chargers. A4.2 General 4.201.1 Low -ries residential bulldings shall most or exceed the minlmurn ® 13standard dealgn requl rod by the 0211fornla Energy Standards. flow rate of not more than 2.0 gallons per minute at 80 pal. Showerhe,ada Z Pap r of.3 A4.3 ■ " EFFICIENCY AND t Indoor Water Use 4,303.1 tater conserving plumbing fixtures and fittings. Plumbing fixtures 4.4138.1 Rodent proofing. Annularspacea around pip as, electric cables, Check (water closets and urinals) and fittings (faucets and Showerhaads) shall Comply conduits, or Cather openings In plates at exterior walls shall be protected ® with the fralhowing: the passage of rodents by closing such openings with cement mortar, ® 4.303,1,1 Water'Cloesta. The effactive flush volume of all water closets concrete masonry or similar method acceptable to the enforoing 929114y. ® shall not emeed 1,28 gallons per flush. Tank -type water dosets shall be Construction Waste Reduction, Disposal and Recycling 4.408.2 Construotllon wute management plan. Where a Iooal judsdlctlon eertRad to the petformanoe orlterls of the U.S. EPA Water 8anse FloorBocre program and UL GREENGUARD Gold. does not have a acristructlm and demolition waste management ordinance, is SpacIficallons for Tank -type Toilets, 13nstruction Iwaste management plan ahall las aulbn tted for approval to the ❑ 4.303.11.2 Urinals. The effective flush volume of urinals shall rick exceed fibarboard (MDF), and hardwood plyvmod used In Irtaftflnlsh systems shall a3nforcln,g agency, 0!,125 gallons per flush. comply with low formaldehyde eminion standards. Building Maintenance and Operation ® 4.303,1.3.1 Single Ehowerheads. Show erheads ahall have a maximum Interior Moisture Control 4.W5.2 Concrete slab foundation. Required vapor retardsrs and capillary flow rate of not more than 2.0 gallons per minute at 80 pal. Showerhe,ada Z ❑ shall be ce fled to the performance criteria of the U,S. EPA WaterBenas 4,8133.3 Mola>itism -content of building materials. Molsture content of building Specification for shovwarhsads. ❑ malarial$ used In wall end floor framing is 0114Cked before enclosure, ❑ 4.363.1,3,2 Multiple Showerheads serving ono shower. When a Indoor Air Quality and Exhaust shower Is served by mors then we shovverhead, the combined flow rate of ❑ 13collectlon all showerhaads and/or other shower outlets controlled by a single valve shall not excead 2.4 gallons per minus at 8.0 pal, or the 41hower shall kora ® ❑ designed to allow only me showver outlet to be In operolkon at a time, equivalent, ® ❑ 2. Size duct systems sccaording to ACOA 29-D > Manual D) or equivalent, ® 4.303.1,4,1 I#sidantial lavatory faucatL The maximum flow rate of or aqulvalenL INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS residantlel lavatory faucate shall not exosed 1.2 gallons per minute at (30 4.86,5,1 General. Install only a direct -vent soled-combustlon gas or sealed ® psi. The minimum flow rate of residential lavatory faucets shall riot be less v d-burnIng fireplace, or a sealers woodstove, than 0.8 gallons per minute at 24 pal. Pollutant Control 4.',i"l Covering of duot openings and pr titan of machanical ❑ 4.363,1,4,2 LavOory fauoeta In common and public use arese. The CALGreen -compliance Is qualified -arid able to demonstrrate competence in the equipment during-oonstruction. Duct openings and rather related air maximuny flaw rats of lavatory faucets Instadad In common and public use ❑ dletributicn component openings shall be covered during construction. areas (outslrle of 4milings or sleeping units) in realldentlal bulIoings shell Verifications 4.04.2.1 Adhesives, "alants anal osulks. Alhesives, saslant.s and caulks not exceed 0.5 gallons per minute at 64 pal. 13shall be compliant wvlth V00 and � toxic compound limits. ❑ 4.303.1.4.3 Motsring fau cats. Metering faucets when Installer] In 4.804.2,2 Paints anal ooatinge. Paints, stains and other covtings shall be reaidentlal bulldinga X11 not deliver more than 0.25 gallons per oyde. 13complisrrt with VOC limits, ® 4.303.1,4,4 Mtit#ren Fmcets. The maximum flow rate of kitchen faucets 4.04.2.3 Aerosol points and coatings. Aarosral paints and other $coatings shall not exceed 1.8 gallons per minutest 80 psl, Kitchen fauosts may shall be ioampllaM wvlth product wvslghted MIR Umltsfor ROC and othertaxlc temporarily incmae the flow above the maximum rate, but not to exosed ❑ compounds. 2.2 gallona per minute at W poi, and must default to a maAmum flow rate 4. 2.4 Vedflcartion. Documentation shall be provided to verify that of 1.8 gallons per minute at 60 psi. 13compliant VOC limit finish materials have been used. 4,363.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and flttInga shall be lnatalled in sworda nos with the Callfornle plumbing Code, and ❑ shall mest the applicable "ridards refferenced In Table 1741.1 of the California Plumbing ale, Outdoor Water Use 4,304.1 Outer potable water use in landsWe areas, New residential -developments vWth an aggregate landscaper area equal to or greater than .500 .square feet shall ccamply with one of the following optlona ® ❑ ❑ A local water efficient landscape ordinanos or rtes current California Dapartment of water Resources' Model Water Efficient Landscape Ordinance MWELC3 , wvhIdliever Is mos stringent; or DraiCra r�i 1�L rs kwid 11112017 I Page 2 of 3 Ca1Vrnn_2.316.d9a rvWsrd 11112017 ❑ Prirjects vWth aggregate landwape areas less Ithan 2,M square feet may corn with the MWELO'a Appendix D Proscription Compliance Option, ., Enhanced Durability and Reduced Maintenance 4.4138.1 Rodent proofing. Annularspacea around pip as, electric cables, Check ❑ conduits, or Cather openings In plates at exterior walls shall be protected ® 13sgalnst the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforoing 929114y. ® ❑ Construction Waste Reduction, Disposal and Recycling 4.408.2 Construotllon wute management plan. Where a Iooal judsdlctlon �WQ FloorBocre program and UL GREENGUARD Gold. does not have a acristructlm and demolition waste management ordinance, is ® 13nstruction Iwaste management plan ahall las aulbn tted for approval to the 2+o fibarboard (MDF), and hardwood plyvmod used In Irtaftflnlsh systems shall a3nforcln,g agency, ❑ comply with low formaldehyde eminion standards. Building Maintenance and Operation 4.410.1 OpanWon and maintenance manual. At the bias of final Inspection, Interior Moisture Control 4.W5.2 Concrete slab foundation. Required vapor retardsrs and capillary an operation and maintenance manual shall be provided to the building Z ❑ oowpant or owner. 4,8133.3 Mola>itism -content of building materials. Molsture content of building 4.410.2 Recycling by occupants. 'Winwa SS or more multifamily dwelling units ❑ malarial$ used In wall end floor framing is 0114Cked before enclosure, are constructed on a building site, provide readily accessible areas) that Indoor Air Quality and Exhaust serves all buildings on the site and is identified for the $depositing, storage and ❑ 13collectlon of non-hmrdous material for recycling, Indud Ing (at a minimum) paper, corrugated cardboard, glass, plastics, organic wast$, and metals, or 4,887.2. Heating and air-conditioning ayatam design. Duct systems are sized and designed and squipment Is selected lasing the following methods: rnas+t a lawfully enacted local racycling ordinance, If more resHetive. equivalent, ® ❑ 2. Size duct systems sccaording to ACOA 29-D > Manual D) or equivalent, LNVIRONMLNTAL QUALITY or aqulvalenL INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS Fireplaces 4.86,5,1 General. Install only a direct -vent soled-combustlon gas or sealed ® ❑ v d-burnIng fireplace, or a sealers woodstove, Pollutant Control 4.',i"l Covering of duot openings and pr titan of machanical CALGreen -compliance Is qualified -arid able to demonstrrate competence in the equipment during-oonstruction. Duct openings and rather related air ® ❑ dletributicn component openings shall be covered during construction. Verifications 4.04.2.1 Adhesives, "alants anal osulks. Alhesives, saslant.s and caulks ® 13shall be compliant wvlth V00 and � toxic compound limits. 4.804.2,2 Paints anal ooatinge. Paints, stains and other covtings shall be ® 13complisrrt with VOC limits, 4.04.2.3 Aerosol points and coatings. Aarosral paints and other $coatings shall be ioampllaM wvlth product wvslghted MIR Umltsfor ROC and othertaxlc ® ❑ compounds. 4. 2.4 Vedflcartion. Documentation shall be provided to verify that ® 13compliant VOC limit finish materials have been used. Pw3cf.5 ICr�er�� 1�L ra>'iaed 11112017 4.504.3 Carpet Systeme. Carpet and carpet systems shall be compliant with rDrawnTNH J VOC limits. Check ❑ 4,W4A Resilient flooring systorns. Eighty (60) percent of floor area Q recelving reslllantflooNng shall comply with the VOC-emisslon limits defined in the Collaborative for Hlgh Performarem Schods (CHP$) Low-amitting ® ❑ Materials Liam or be certified under the Reallient Floor Coveting I nstihrte (ROFI) �WQ FloorBocre program and UL GREENGUARD Gold. _J Ir 00 4,W4.8 Compoette wood products. Parltdaboard, me3diurn density 2+o fibarboard (MDF), and hardwood plyvmod used In Irtaftflnlsh systems shall ❑ comply with low formaldehyde eminion standards. LL Z � Interior Moisture Control 4.W5.2 Concrete slab foundation. Required vapor retardsrs and capillary � W 5OC 13breaks are also raqulred to oom ply wlth CalGreen Sectlon 4,50.5.2.1. _J 0 W 4,8133.3 Mola>itism -content of building materials. Molsture content of building © ❑ malarial$ used In wall end floor framing is 0114Cked before enclosure, Indoor Air Quality and Exhaust *8018.1 Bathroom exhaust fans. Exhaust fan$ which terminate outside the ® 13building are provided In every bathroom. Environmental Comfort 4,887.2. Heating and air-conditioning ayatam design. Duct systems are sized and designed and squipment Is selected lasing the following methods: 1. Establlsh host lass and heat gain values according to ACOA Manual .I or equivalent, ® ❑ 2. Size duct systems sccaording to ACOA 29-D > Manual D) or equivalent, 3. Select heating and woling equipment according to ACCA 35-8 (Manual 8) or aqulvalenL INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS Qualifications 782.1 Installer training. HVA-Csystern installera are tralned and Certified In ® 13the proper inatelllratlon of HVAC systams. 702.2 Spsclal Inspection. The 1_11oanse3d Pratesal onal rasponalble to varlfy CALGreen -compliance Is qualified -arid able to demonstrrate competence in the ® ❑ -d sclpllne they Inspect and veffy. Verifications 703.1 Documantstlon. Verfflcrbltan of compliance with CALGreen may Include m nstructlon documents, plans, speclflcatlons, builder or Installer certlfiostlon, inspection reports. or other matircm1s acceptable to the enforcing ® 13agency Mich show substantial conformance. Implernenta�tion veriflcation shall be eubmltted to the Sodding Department after implementation of all required messurea and prior to final Inspecdon approval. Pry 4 0f 3 Cwl-GrnPL2016 � mWna 1x'1,2017 CRevisions By rDrawnTNH J 0 Check W Steve Yang Q & Associates architects aia/pe AS - NOTED CO L planning �WQ architecture _J Ir 00 & design 2+o Q �:Z 1618 WILLOWHURST AVE. LL Z � San Jose, CA. 95125 � W 5OC (408) 694-1618 _J 0 W CRevisions By rDrawnTNH J Check W Q 5/15/18 Scale AS - NOTED CO L Job No. �WQ _J Ir 00 2+o Q �:Z LL Z � � W 5OC _J 0 W V Q co � ZQNU (JW VJ D O 2 CRevisions By Sheet AT -2 Of rDrawnTNH Check SY Date 5/15/18 Scale AS - NOTED Job No. Sheet AT -2 Of G (�'N.89058'00"W. 54.00' JF 0/H UTIL /F� UTI 0/H UTIL 0/H UTIL O JP F0 ti � °� �� � ° 10' P.S.E. POND �o F �° o� o �5W. °SHRUB °� ti F° 91 91 SHED .E. �O�7o �o��° 16"PINE °--------------- SHED �o PLANTER 40 °1 a +C1°° I cv + . 5 TREE +G o1�� co N oa 77 EM O a �O 1�5 o V'q F° �o °��e In' 1 0 5 10 20 c) a 7635 SQUIREWOOD WAY 7623 SQUIREWOOD WAY 7611 SQUIREWOOD WAY EXISTING HOUSE EXISTING HOUSE + EXISTING HOUSE RIDGE= 1 16.96± �° a FF = 103.33± / e� RIDGE= 1 15.46± RIDGE= 116.21 + o �o G ��o + a O 0 0'` o a + "\o. CD N O��L G CD ° N CD a 0 c CD ° �o c � PORCH °� o z 0 z 112"TREE(S 20 B.S3L. — — a + — — — — — — — — — — — — — — — — 0 Noy �+0 ; a a No 9"TREE L T 3 1 AREA = 6,000±SQ.FT. = tOo . a a +�°� +� �O a ° . 4"SH B --�-- -- — -- -- a° -- �� — .. a -- --�-- 0���� N.89 58 00 W. Op�eO 54.00 Oo ��� 0_1v cn 8"TREE 1\6° 4"TREE 4„TREE WM 12' EE �o �o FOUND MON MON-MON 461.88' PER 137-M-42 I l FH 0 W l / i 0 00g0 ELM 100.00 FOUND MON SQUIREWOOD WAY (60' R/W) LEGEND: AC ASPHALT CONCRETE BC BUILDING CORNER BW BACK OF WALK CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER FD FOUND FF FINISHED FLOOR FL FLOW LINE FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR HANDICAP RAMP INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER 0/H OVERHEAD PC PROPERTY CORNER RW RETAINING WALL SL STREET LIGHT SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -T- TELEPHONE LINE -W- WATER LINE BASIS OF BEARINGS: THE BEARING, N89°58'00"W, OF THE MONUMENT LINE OF SQUIREWOOD WAY, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 137 OF MAPS AT PAGE 42, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BASIS OF ELEVATION: $ TBM ELEV=100.00 (ASSUMED) UTILITY NOTE: UNDERGROUND UTILITIES. SHOWN PER SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. LEGAL DESCRIPTION LOT 31, TRACT NO.2999, MAP REF: BOOK 137 PAGE 42 NOTE: 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING I, YI-RAN WU, CERTIFY THAT THIS PARCEL'S BOUNDARY WAS ESTABLISHED BY ME OR UNDER MY SUPERVISION AND IS BASED ON A FIELD SURVEY IN CONFORMANCE WITH THE LAND SURVEYOR'S ACT. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED WANG RESIDENCE 7623 SQUIREWOOD WAY CUPERTINO, CA APN: 362-27-009 W E C & A S S O C I A T E S 2625 MIDDLEFIELD RD k658 PALO ALTA CA 94306 TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE 9 �Na L• a235 ISSUED DATE: APRIL 3, 2018 SCALE: 1"=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. coo WEC EAST WEST S B NOTE: EAST BSB = WEST BSB = 5'± S B — -- -- — -- -- 54' J 0/H UTIL 0/H UTIL 0/H UTIL 0/H UTIL /H UTIL 0/H UTIL I UJI ,--� U? / I 6'H NEIGHBORHOOD WFENCE, TYp. I ROU q ------------- I I w — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — SHED I — — I TO BE kEMOVED L — — — J FRUIT TREE 5"DIA REMOVE CO TO BE REMOVED o I I PATIO —------------------ I I I EM r I F II II � II II r_1 L I I II II � LL= C Q I --� II I I ,� I Z I J� �I o REMOf-I ill j II G I� II FP -2 I ( II -S 0 R H(USE_ --__= J I SEI DEMO PLANF0NA=2__Q II I I z LL -= Irw p I T I f- EMOVE I LP -1 L� hI I I I I---T---- I REMOVE' CC AS DASHED 5 �I I I II II I 0 I 00 II �I I o I --- ----- -- -------- -------- ------- 1 1 0 CITY S.W. / 1 WM ❑ 1 1 0 DEMO NOTES: 1. U.N.O. LANDSCAPE REMAINS NO CHANGE WITH ONLY ONE (1) PLUME FRUIT TREE REMOVED IN REAR YARD 2. IMPERVIOUS AREA IS REDUCED BY - (3768)-(3497) / 3768 =70/o m LO ---- 00 m N w 10 Q Cl� w W X J >Q DC O 1 -STORY z SFR 0 U � X ww m Cn O m N Z 0/H UTIL0/H UTIL 0/H UTIL 0/H UTIL /H UTIL o o ( TREES I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — w w — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — REAR YARD I rSPLASHBLK, TYP. I w I PATIC Ln 0o �O �O N SEE A-3 FOR IMPROVED 1ST FLOOR PLAN N CANTI. WIN FFE= 103.33± � I � HATCHED FD - SEE A-4 FOR 2ND FLOOR ADDITION 01� 1 -STORY S& U ---------------- I I I I I I I I )CONC. PORCH 1 ❑ FROND YARD - -5 WALK (E)DWY J I L )211N FLR I 0 I 00 I a, m m N LL 0 z N _j J Q z oC 0 z 0 U z 0 z IMPROVED =5) --- ----- --------- ------ — ----- - 1 1 0 N 1 1 M❑ 1 1 ---— — — — — — — — — — -----------------—10=4�--------- 161-9111 2ND FLR BSB 2ND FLR BSB LESSTHAN 15 ASP R TABLE 19.&040 ;E)ARCHI. SITE PLAN � (N)ARCHI. SITE PLAN 1/8" =1'-0" NORTH 1/811-1'-011 NORTH IMPERVIOUS AREA = 3768 SF IMPERVIOUS AREA = 3497 SF Revisions By J NH 0 Check W Steve Yang Date & Associates architects aia/pe AS -NOTED planning 17.05 C0 G architecture & design J Im Q OU 1618 WILLOWHURST AVE. + San Jose, CA. 95125 Q (408) 694-1618 �: Z Revisions By J NH Check W Date Q Scale AS -NOTED Job No. 17.05 C0 G W J Im Q OU + 0 Q �: Z LL Z � W 0 D � w Jon - C5 Z Q Q CO C -4U � Uj Q W 0) Z) 0 Revisions By Sheet AS - 1 Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet AS - 1 19 \RE M OVE COR 41.-a.- /ED �IMNEY (2) J (E)ROOF PLAN_ NOTES: 1. REMOVE ENTIRE INTERIOR WALLS AS SHOWN DOTTED 2. KEEP RAISED WD FLOOR INTACT 3. KEEP CONC. SLAB INTACT U.N.O. 4. REMOVE WIN'S, DR'S, AND ETC. AS REQ'D (SEE A-2) REMO V R P IO WALL TO BE REMOVED L LEDGENDS: Mum E = _ _ _ I WALL TO BE REMOVU J b REMOVE FP & HEARTH AS REQ'D -NE L/ D 3°¶ -LT7" STEP WALL TO BE REMOVED E)FLOOR PLAN- 1/4" =1'-0" 2139 SF WALL TO BE REMOVED DEMO 0 1/2" STEP REMOVE FP \\ I HEARTH AS Drawn J 0 LIV'G - 1675 SF M \ GAR -464 SF N �c 24'-T architects aia/pe AS -NOTED /ED �IMNEY (2) J (E)ROOF PLAN_ NOTES: 1. REMOVE ENTIRE INTERIOR WALLS AS SHOWN DOTTED 2. KEEP RAISED WD FLOOR INTACT 3. KEEP CONC. SLAB INTACT U.N.O. 4. REMOVE WIN'S, DR'S, AND ETC. AS REQ'D (SEE A-2) REMO V R P IO WALL TO BE REMOVED L LEDGENDS: Mum E = _ _ _ I WALL TO BE REMOVU J b REMOVE FP & HEARTH AS REQ'D -NE L/ D 3°¶ -LT7" STEP WALL TO BE REMOVED E)FLOOR PLAN- 1/4" =1'-0" 2139 SF WALL TO BE REMOVED DEMO 0 1/2" STEP REMOVE FP \\ I HEARTH AS 1/2" STEP G REQ'D Drawn J 0 Check W \ w _ �c 0 architects aia/pe AS -NOTED J 17.05 J architecture Q 1/2" STEP G REQ'D Revisions By Drawn J 0 Check W Steve Yang 0 & Associates 0 architects aia/pe AS -NOTED planning 17.05 FWD architecture JIm OU & design 2+o Q Wz 1618 WILLOWHURST AVE. Z San Jose, CA. 95125 cc W 0 D � (408) 694-1618 Revisions By Drawn J Check W 0 5/15/18 0 Scale AS -NOTED Job No. 17.05 FWD JIm OU 2+o Q Wz Z cc W 0 D � Z Q 04 U W 0) Z) 0 Revisions By Sheet A -1 Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet A -1 Of -IF i7z; _ �T\ \�—11 \ \ I / j I _11L J F I-1 IIL JJ \ \ L-- WALL TO BE REMOVED L E)FRONT ELEVATION 1/4" =1'-0" L REMOVE DECOR SOUTH NOTES: 1. REMOVE ENTIRE ROOF & ITS FRAM'G AS SHOWN DOTTED 2. REMOVE FENESTRATIONS (INSIDE & OUTSIDE) AS SHOWN DOTTED 3. REMOVE WALL FINISHES IN THEIR ENTIRETY; 2X FRAM'G TO STAY 4. BRK FP -1 & FP -2 TO BE DEMOLISHED IN ITS ENTIRETY FFF-_ F-� � .P-2 WALL TO BE REMOVED E)REAR ELEVATION NORTH BRG 1 NOTE: REMOVE ROOF AND OVERHANGS ONLY f7 L_ J WALL TO REMAIN, SEE ADDITIONAL IN SII III IIS SII III IIS SII III IIS E)RIGHT SIDE ELEVATION (EAST 0. BELOW BRG 2 STUDS NOT SHOWN Go FOR CLARITYLU LU C� CONC. FLR SL CONC. FLR (E)GAR (E)FAMILY RM FF PATIO COVER REMAINING EAST WALL FRAMING NOTE: BRG 1 & BRG 2 REMAIN NO MODIFICATIONS TO COMPLY WITH REQUIREMENT OF NOW-CONFORMAING CONSTR EAST ff� \ I L PORCH COVtEf�' E) LEFT SIDE ELEVATION FP -1 WEST DEMO WALL BEYOND TO REMAIN Revisions By Drawn J 0 Check W Steve Yang Q & Associates 0 architects aia/pe AS -NOTE planning 17.05 W architecture JIm Q OU & design + 0 QZ Wz 1618 WILLOWHURST AVE. LL San Jose, CA. 95125 It W 5 OC (408) 694-1618 J0(L Revisions By Drawn J Check W Q 5/15/18 0 Scale AS -NOTE Job No. 17.05 W JIm Q OU + 0 QZ Wz LL It W 5 OC J0(L co Z Q (v U W Q W 0) Z) 0 2 Revisions By Sheet A-2 Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTE Job No. 17.05 Sheet A-2 Of WI z (orl ILL �z MQ U z z (E) 24'-82" (E) 1ST FLOOR AREA CAL. 1/8" =1'-0" LIV'G — 1937 SF GAR — 398 SF TOTAL — 2335 SF Z L LL L C L IMPROVED Im DD '>tir-Q no vVL■ `LJ1V /�1V IF CHOSEN F_N)1ST FLOOR PLAN 1/4••=11_011 NORM Revisions By J NH 0 Check W Steve Yang Date & Associates architects aia/pe 0 planning 17.05 architecture & design JOU Im 0 1618 WILLOWHURST AVE. 2+o San Jose, CA. 95125 Q (408) 694-1618 �:z Revisions By J NH Check W Date Q Scale 0 Job No. 17.05 W JOU Im 0 2+o Q �:z WZ�� W 5OC _j C V Z Q Q co C -4U � r� F0 NO rW v, D 0 z Revisions By Sheet A-3 Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet A-3 Of N)UPPER ROOF PLAN_ 1/4" =1'-0" 1 T-22 AREA CP 1/8" =1'-0" 332 SF N)2ND FLOOR & LOWER ROOF PLAN_ 1/4" =1'-0" IMPROVED Revisions MBy Drawn J 0 Check W Steve Yang Q & Associates 0 architects aia/pe AS -NOTED planning 17.05 W architecture & design JIm Q OU + 0 1618 WILLOWHURST AVE. QZWz San Jose, CA. 95125 (408) 694-1618 W 5 OC Revisions MBy Drawn J Check W Q 5/15/18 0 Scale AS -NOTED Job No. 17.05 W JIm Q OU + 0 QZWz W 5 OC —j C 00 co Z Q cv U W W D 0 2 Revisions MBy Sheet A-4 Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet A-4 Of I PARTIAL 2ND FLOOR & LOWER ROOF PLAN 1/4" =1'-0" OPTION A V �`-�� V iv i�v i vim vv i k�j B S B N)FRONT ELEVATION (SOUTH 1/4" =1'-0" NON -CONFORMING WALL N)RIGHT SIDE ELEVATION EAST Revisions By Drawn J -L-T- 0 Check W Steve Yang Q & Associates 0 architects aia/pe AS -NOTED planning 17.05 W architecture & design JIm OU + 0 1618 WILLOWHURST AVE. QZWz San Jose, CA. 95125 (408) 694-1618 W 0 5 m: Revisions By Drawn J Check W Q 5/15/18 0 Scale AS -NOTED Job No. 17.05 W JIm OU + 0 QZWz W 0 5 m: _j 00 co Z Q cv U CO W 0) Z) 0 Revisions By Sheet A -5A Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet A -5A Of IMPROVED N)REAR ELEVATION (NORTH 1/4" =1'-0" EXTENSION 1, EXISTING WALL LXTENSIOi i It . "r" VV11V. CONFORMING WALL N)LEFT SIDE ELEVATION (WEST Revisions By (Drawn NH L -T 0 rm� Check W Steve Yang Date & Associates O architects aia/pe AS -NOTED planning 17.05 W architecture & design 00 + U 1618 WILLOWHURST AVE. W San Jose, CA. 95125 LL Z z (408) 694-1618 W O ::) cr Revisions By (Drawn NH Check W Date 5/15/18 O Scale AS -NOTED Job No. 17.05 W 00 + U W LL Z z W O ::) cr F=- 0 W ® cv U W D O 2 Revisions By Sheet A-6 Of (Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet A-6 Of PARTIAL SECTION A 1/411=1 1-0 11 =1'-011 L-1VVLJI LL-LV1.V`7 BUILDING SECTION B PARTIAL SECTION C 6" FUR C IF CHOE PARTIAL SECTION D 3) IMPROVED Revisions By Drawn J 0 Check W Steve Yang Q & Associates 0 architects aia/pe AS -NOTED planning 17.05 W architecture Im 0 JOU & design 2+o QZ Wz 1618 WILLOWHURST AVE. LL San Jose, CA. 95125 W 5OC (408) 694-1618 _j C Revisions By Drawn J Check W Q 5/15/18 0 Scale AS -NOTED Job No. 17.05 W Im 0 JOU 2+o QZ Wz LL W 5OC _j C V Q co � Z Q C -4U W co D 0 2 Revisions By Sheet A-7 Of Drawn NH Check SY Date 5/15/18 Scale AS -NOTED Job No. 17.05 Sheet A-7 Of