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09601APPLICANT TO FILL IN INFORMATION WITHIN RED LINES -USE BALL POINT PEN ONLY' 13UICDING PROJECT I DENTIFI CATION APPLICATION & PERMIT BUILDING -ELECTRICAL- PLUMBING -MECHANICAL PERMITNUMBER /V 09601 BNIIDING ADORE OWNER'S NAME �S/ I6 G PHONE Ty. ELECTRIC PERMIT FEE PLAN CN VALIDATION P7 n �I rV CONTRACTOR'S NAME LIC. NO. OUTLETS -SWITCHES -RECEP 10,00/1,00 LIGHTING FIXTURES 10.00/1.00 A GOOREssroRs PPLIANCES- RESIDENTIAL 4.00 PANELS 10.00 PHONE DATE OF APPLICATION ARR O ENGINEER LIC. No, PANELS (OVER 200 AMP) 20.00 EECHITECT PLAN CHECKFP.C. NO. SIGNS TRANS. 3.00 ADDRESS ENc. SPECIAL CIRCUIT 5.00 PERMIT VALIDATION ZIP PRO EMP. METER OR POLE INS. 20.00 A ADDRESS ADDRESS MOTORS - SEE FEE SCH. SERVICE CHANGE 20.00 SEP 201985 LICENSED CONTRACTORS DECLARATION TEMP. POLE 30.00 1 hereby affirm that 1 am licensed under provisions of Chapler9 (commencing with Section 7000) of Division 3 of the Business and Professions Cade, and my license is in full force and effect. License Class Lic. Number us 1300 On LDG. ELECT. PLG. MECH. ❑ ❑ ❑ Date Cnntracmr OWNER -BUILDER DECLARATION 7 from the Contractor's License I hereby affirm trml I ams (Sec. Professions Law for the ity OT OOLreason, tywhch TeO03LS,Busit to construct, Code'. Any city or county which requirese permit toconsuanc ,her. BUILDING PERMIT INFORMATION MISC.- REFER TO ORD PERMIT ISSUANCE 10.00 VALUATION $/FT. ELEC. CONTR. LIC. NO. TOTAL TOTAL OTV. PLUMBING PERMIT FEE improve, demolish, nr for sir any structure prior to its issuance, also for such permit to file a signed actor's i that requires the dp pursuant he is licensed pursuant n the provisions of the Contractors License Law (Chapter 9 (commencing with Section of Division 3 of the Business and Professions Code) or that he is is exempt exempt the and PERMIT TO I• / STORIES / ' TYPE CONSTR. the basis for the alleged exemption. Any violation of Section on 70 703LE by any applicant fora subjects the penalty of not more than five hundred dDllnrs (bE00).): ALTER-DRAIN&VENT-WATER(EA.)5.00 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure: is not BACK FLOW PROTECT. DEVICE 4.00 OCC. GROUP RES. UNITS DRAINS -FLOOR, ROOF, AREA,COND. 5.00 intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Low does not apply to an owner of FIXTURES - PER TRAP 6.00 GA$ - EA. SYSTEM -1 INC.4 OUTLETS 6.00 SO. T.F OOR AREA TOTAL ACREAGE property who builds or Improves lliccon, and who docs such work himself or through his awn employees, provided that such hati nve- mentsarenotintendedorofferedforsale. l f, however, the building or improvement is sold within one year of completion, the owner. builder will have the burden of proving that he did nor huild nr up. prove for purpose of sale.).INDUSTRIAL ❑ f, as owner of the property, am exclusively contracting wins GAS - EA. SYSTEM - OVER 4 (EA.) 2.00 BUILDING USE IND CON PB Omer R ❑ ❑ ❑ ❑ WASTE INTER. 30.00 LAWN SPRINKLERS - 1 INC 5 V.B. 6.00 LAWN SPRINKLERS - OVER 5 (EA.) 1.00 licensed contractors to construct the project (Sec. 7044. Business and Professions Cade: The Contractor's License Low does not apply to an owner of P gperty who builds or improves thereon, and who 1 ASSESSORS PARCEL NO. ' contracts for s (projects with a comtractor(s) licensed pursuant to the Contract. it se Law. SEWER -SANITARY -STORM EA. 200ft/10.00 TRACT NO, PARCEL NO. ❑ I um �t a sder sec. 'h' WATER HEATER W/VENT 6.00 Owner WATER SYSTEM 5.00 ACC.OATE ACC. FILE NO. WORKERS'COMPENSA�ICLARA�TIO WATER TREATING EQUIP. 5.00 1 hereby affirm that I have a cenificiae ofconsenl to sel6lnsum' or a certificate of Workers' Compensation Insurance, or a certified ZONING ENG. SITE N0. copy thereof(Sec. 3800, Lah,CA , Policy No F Company FIRE SPRINK Y ❑ N ENERGY T-24 Y N� ❑ Certified copy Is hereby furnished. ❑ Certified copy is filed with the city inspection division. Applicant MISC.- REFER TO ORD. CERTI FICATF: OF FX1:MI'T[ON PROM WO RK Ii RS' PERMIT ISSUANCE 10.00 FLOOD2oNE A.L.U.C. COMPI!NSAI ION INSURANCE (This section need not be completed if the permit is For one PLG. CONTR. LIC. NO. PLG. TOTAL V N� Y [3 Ni hundred d.1hus (5100) or Its,) I certify that in the performance of the work for which this per mil is issued. I shall not employ any person in any manner so as to DTV. MECHANICAL PERMIT FEE FEE SUMMARY BUILDING is FAA become subject to the Workers' Compensation Laws of California. Dam Applicant ALTER OR ADD TO MECH. 5.00 NOTICE. TO APPLICANT: If, after making this Certificate of 1!s - coalition, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. APPLIANCE 5.00 AIR HANDLING UNIT (TO 10AWC.F.M.) 4.00 PLAN CHECK FEE / CONSTRUCTION LENDING AGENCY AIR HANDLING UNIT (OVER 10=C.FM.) 6.00 SEISMIC FEE ,g I hereby affirm that there is a construction lending agency for EXHAUST HOOD (WITH DUCT) 5.00 the performance of the work for which this permit is issued (Sec. 3097, Civ.C.). MICROFILM HEATING UNIT (TO 106,000 B.T.U.) 8.00 Lender's Name Lender's Address HEATING UNIT (OVER 100,000 B.T.U.) ELECTRIC VENTILATION FAN (SINGLE) 4.00 I certify that I have read this application and state that (lie above information is correct. I agree Io comply with all city and county ordinances and state laws relating to building construction, and PLUMBING BOILER- COMP(3 H.P. or 100,000 B.T.U.) 6.00 g01 LER-COMP (Over 100.000 BTU) SEE FEE SCH. MECHANICAL hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. (We) ag to save, indemnify and keep harmless the City of Cupertin a cost liabilities, judgments, costs and expenses which may in a way raceme against suit] City in consequent of I gran t 's a a' A MISC. - REFER TO ORD. PERMIT ISSUANCE s 10.00 CONST. TAX IM�N. CONT. LIC. NO. MECH. TOTAL TOTAL arc of Applicant/Contractor Da ' OFFICE COPY - POST THIS CARD NEAR FRONT OF BUILDING CITY OF CUPERT[NO INSPECTION DIVISION` JOB INSPECTION RECORD, JOB ADDRESS `{CSI A)0_ % a UNIT# LOT# � ., i OWNER CONTRACTOR PERMIT CU%'BER PERMIT EXPIRATION PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSU- ANCE OR 180 DAYS FROM LASTCALLED INSPECTION. INSPECTION DATE INSPECTOR INSPECTION RECORD FOUNDATION I F .: Z � UFER PREGUNITE - PERMIT VALIDATION PAID SEP Ie D�aIaGBIfIII POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED UNDERGROUND /SLAB PLUMBING ELECTRICAL MECHANICAL _ - BL G. ELECT. PLG. E ,. MECH. DO NOT POOR FLOOR UNTIL ABOVE HAS BEEN SIGNED'.' -BUILDIN'GPERMIT INFORMATION W WOOD FLOOR VALUATION " 'PERMIT $/FT. PLUMBING MECHANICAL ELECTRICAL TO -00 T7 FRAMING INSULATION i STORIES TYPE CONSTR. - OCC. OUP RES. UNITS PLACE NO SUBFLOOR UNTIL ABOVE HAS BEEN SIGNED - - - -- ROOF S0- FT. FLOOR AREA TOTAL ACREAGE DIAPHRAGM BUILD[[[[ G I E REy IND CON PB Other 0 ❑ El ❑ APPLY NO ROOFING UNTIL ABOVE HAS BE l IGNED ASSESSORS PARCEL NO. ROUGH PLUMBING GAS TEST - TRACT NO. PARCEL NO. MECHANICAL ELECTRICAL ` FINALS DATE INSP. ,; ACC.DATE ACC. FILE No. FRAMING SAN # ZONING ENG. SITE NO. INSULATION PLUMBING GAS - FIRE SPRINK Y ❑ NE] ENERGY T-24 IE-] NEI MECHANICAL - COVER NO WORK UNTIL ABOVE HAS BEAN SIGNED' HEATING FLOOD ZONE Y� NO A -L.0 C. I� Yu N❑ LATH—INTERIOR ELECTRICAL ✓ LATH—EXTERIOR y" FIRE DEPT. SHEETROCK GRADE FEE SUMMARY SHEAR INTERIOR BUILDING "" BUILDING SHEAR EXTERIOR TEMPORARY APPROVALS FIREWALLS ELECTRIC PLAN CHECK F EE GAS SEISMIC FEE NO TAPE OR PLASTER UNTIL ABOVE HAS BEEN SIGNED JOCCUPANCY OCCUPANCY OF BUILDING IS NOTPERMITTED UNTIL BUILDING FINAL ISSIGNED BY BUILDING INSPECTOR. MICROFILM Lu ARRANGE FOR INSPECTION BY PHONING 252-4505, ELECTRIC ONE WORKING DAY BEFORE REQUIRED INSPECTION. PLUMBING ® PLEASE GIVE JOB ADDRESS WHEN PHONING. z = EEE PERMIT FOR EXPIRATION DATE — MECHANICAL s � LUX— PLEASE READ REVERSE SIDE BEFORE TOTAL CALLING FOR FINAL INSPECTION. MIN. SPECIFICATIONS/ RESIDENTIAL CONSTRUCTION r UP HIS L HALL REA,, THIE' JOB AT ALLoq lM r �T t. ------------------------------------------------------------ REFERENCE 1952 EDITION OF UNIFORM BUILDING CODE: 1. WOOD FRAMING MEMBERS & METHODS PER UBC 2016. MIN. LUMBER GRADE = DOUGLAS FIR NO. 2 MIN. NAILING PER UEC TABLE 250. 2. CONCRETE STRENGTH MIN. 21000 PSI id ^8 DAYS. 3. FOOTINGS TO MEET UBC TABLE 29A FOR DEPTH AND WIDTHa, BASED UPON NUMBER OF STORIES. 4. MIN. #4 REBAR TOP & BOTTOM OF CONTINUOUS FTGS. 5. FOUNDATION INSPECTION BY SOILS ENGINEER REQUIRED IF SO NOTED ON THE PLANS. 6. MIN. ANCHOR BOLTS= 1/2"X1C)"@ 61O.C. FOR SINGLE STORY, AND 4'0.C. FOR 2—STORY. 7, PROVIDE 18"X24" UNDERFLOOR ACCESS FOR RAISED FLOORS. 8., PROVIDE I.S.F. OF VENTS PER 150 S.F. OF FLOOR: AREA. 9. PROVIDE 22"X30" ATTIC ACCESS. 10. PROVIDE ATTIC VENTS EQUAL TO 1/30CY OF ATTIC AREA CONSISTING OF EAVE & ROOF VENTS. 11, PROVIDE DOUBLE TRIMMERS la- OPENINGS OF 8' OR GREATER, 12. PROVIDE WEEP SCREEDS Cd SILL OF STUCCO WALLS. 13. PROVIDE RAFTER TIES WHERE CLG. JOISTS ARE NOT PARALLEL TO RAFTERS`. 14. PROVIDE 1—HOUR SEPARATION BETWEEN GARAGE & DWELLING. 15. PROVIDE SPAR[%:. ARRESTORS AT FIREPLACE CHIMNEYS. 16. FIREPLACE CONSTRUCTION TO COMPLY WITH UBC 37. 1_7 METAL PREFAB FIREPLACES TO BE I.C.B.O, APPROVED. 18':` BEDROOM WINDOWS TO MEET EMERGENCY RESCUE REQUIREMENTS OF UBC 1204 WITH MAX. 44" SILL HEIGHT AND 5.7 S.F. MIN. NET CLEAR OPENING WITH MIN. 24" HEIGHT & 201' MIN. WIDTH. 19. PROVIDE BAFFLES IN ATTICS TO HOLD INSULATION AWAY FROM SAVE VENTS. 20. SECURE UNDER—FLOOR INSULATION BETWEEN JOISTS BY APPROVED MEANS SUCH AS CROSS—WIRES OR NETTING. PROVIDE "UFER" TYPE GROUNDING METHOD FOR NEW ELECTRIC MAIN SERVICE. 22. PROVIDE GFCI PROTECTION FOR NEW BATH, OUTDOOR, AND GARAGE ELECTRIC CONVENIENCE OUTLETS. WATERHEATERS, AND DISCHARGE TO EXTERIOR. 24. PROVIDE SMOKE DETECTORS PER UBC 1210 IN NEW CONSTRUCTION AND IN ADDITIONS OVER $1000 VALUE. 25. SHOWERS SHALL BE FINISHED WITH APPROVED MOISTURE RESISTANT MATERIALS TO A MIN. HEIGHT OF 70" ALCOVE THE DRAIN INLET. 26. GLASS DOORS, GLASS WITHIN SHOWERS & TUBS, GLASS WITHIN 12" OF DOORS SHALL BE "SAFETY GLASS _ 0 0.70 J�o7 COIIPLIANCE FORMS RESIDENTIAL ENERGY STANDARDS Job Location: �7�61/ LA)Pod �0_r� ' �url�rflK�? Owner Jim MCC loSfc v -C- DESIGN METHOD (check one) Package A c Package B H U12 # ' �w _ Package C Package 1 4 Package 2 Package 3 Package 4 Point System Calpas I computer program Other (identify) The building design meets the requirements of State of Building Code Title 24, Part 2, Chapter 2-53. (This statement shall also appear on � the title page of the Building plans) . 'Designer's- Signature..— 5 ; I z Title: MEIVILE. R HI R f` F 14704 . w LAk� SE ALLREMAIN, Date: AUG. 2 E i� F THE 10 T ALL VhAES DURIING CON, RU r 0 !. AUG. 2 6 1985 THERMAL REQUIREMENTS SUMMARY DIAGRAM FOR WOODLARK AVE., CUPERTINO, CA .olip -------- L 1) FLAT CEILINGS R - 30 2) SLOPING ROOF/CEILINGS N/A .3) GARAGE CEILINGS N/A 14) EXTERIOR WALLS R - 11 5) ATTIC WALLS N/A 6) GARAGE/LIVING WALLS R - 11 7) FLOOR SLAB PERIMETER N/A 8) RAISED FLOOR' R - 19 9) GLAZING DOUBLE PANE 10) WINDOW BLINDS NOT REQUIRED 11) PLATE GASKETS NOT REQUIRED 12) CONTINUOUS INFILTRATION BARRIER NOT REQUIRED 13) AIR-TO-AIR HEAT EXCHANGER NOT REQUIRED 14) SOLAR HOT WATER NOT REQUIRED 15) Til a&M-1 SS, �,-L-MA� N= jZ �a=�E D -16) ATTI C---- Rt -Qui RtD- *THIS DRAW-ING DOES NOT NECESSARILY REFLECT AN ACTUAL CROSS SECTION OF THE PROPOSED PROJECT,IT IS FOR DIAGRAMATIC PURPOS!----'-- ONLY. �IELVIN R. HILL, INC. 85832 PROJECT DATA SUMMARY6 Form Jf1cGlbS( .___._ Che CkeC ny ~sysicm type -- nate RMIN B_ H1LL . R. D. F.197 AUG. 2 �' 1" COCumentation author - date SITE INFORMATION Heating Degree Day (from Appendix C) ................ .. HDD 1 Z % tTn rF. Outside Design Temperature (from Appendix C or Appendix G) ...................... Taw 2 3 day of PROPOSED BUILDING ENVELOPE INFORMATION Gross Floor Area if Low -Rise (from Calculations)........................................... Af 3 t % 4 Gross Wall Area if High -Rise (from Calculations) ............................................ A 4 ¢�% ft2 Designed Glazing Area (from Calculations)....................................................... w Ag 5 _ 2 ft2 ft2 Basic Glazing Area 0t3%of Line 3if low-rise or 40%of Line4 if high-rise)........ Abg 6 ft2 (Description of Assembly Glazing L I U91 7 � 6 - Btu' (�r.';=. - ) ! e4'E s?et.>rt�C. U9� B f• I O Btu/ thr. ft2. --;:i Wall j, j — U93 Uwl 9 10 Qg© Btu' (hr.f,2 - �F, - Ci T Uw2 38' Btu/ (hr .f.`.=F. 11 Btu/ (hr.ft2.=P; Uw3 12 Btu/ (hr. ft2. "F Ceiling/Roof G � , Uw4 13 © Btu/(hr—fl:—=Fl G Uci 14 a -- Btu/ (hr. Floor �� �- %3 Uc2 6:15-ft2.• 15 . Btu, (hr.ft�.=F) Uel 16— OSx' Slur(hr.ft2-°Fi Ut2 17 3 3'`_ Btu/ (hr.ft-.--, PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gas Furnace - Q q Building Design Hourly Heat Loss (from Form 2) ............../PBtu/hr Proposed. Furnace 8 3 Maximum Allowed Bonnet Capacity, 1.6 x Line 18... of 18 ............ 19 2 4 Btu/hr }�:,/ Make t 5 ( I Model Description Rated Bonnet Capacity Q•O�'fa Electric Resistance Alone Electric Resistance Life Cycle Cost (from Form 5) .................................... sLCCe 20 S Lowest Life Cycle Cost of the Other Systems (from Form 5) ................... sLCCj,,�21 S Non-Depletable Energy w/Electric Resistance Back -Up Percentage of Annual Heat Loss Met by Non-Depletable Energy Source (from Calculations) - .......................................... Heat Pump with Electric Resistance Supplementary Heat Percentage of Annual Heat Loss Met by Electric Resistance (from Calculations)................................................. PROPOSED WATER HEATING SYSTEM INFORMATIQN Cha _terms ___ Ehicti3c`RteihtanisAlotia_ _-_ __ . ji Electric Resistance Life Cycle Cost (from Form 6) .......... ............. wLCCe 24 S Lowest Life Cycle Cost of the Other Systems (from Forn. 6) .................. wl_CCIO,h 25 S PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Solar Life Cycle Cost (from Form 7)............................................................... pLCCs 26 S Natural Gas Life Cyde Cost (from Form 7) ........................................... ...... ... pLCCng 27 S :HgLIRLY AND .ANNUAL BUILDING HEAT LOSS RATE C.hec:k One: Proposed Design Sundard D-mgn posy Form 2R r �'1r0 rCa maftt R:ln.Cy '. ie _�'. l W, MC C I& sly -,Dwnlr �ratac: �uuClnq .ar.'n.t amu':':+r 7 9G I wo.d%ark kve- Cas protac: ocitton MELVIN R. E{iE RX. P. 197M AUG. 2619)M 3Ct:Jmentatton lutf%or - ate CJts SITE INFORMATION ,average U of Asssrnoty. or F2 from Z % 0-0 0 Ltngtn, It 94- He+ong O.¢raa Osy f from Apoanciix) . .......... .. .. . . . . HOO 33 F - *my X ).Jo Outside Ot9gn Ttrmparitvrs (from-.00*ndix) .. .... .. ... .. . .. . Tcrw —o= 7-F x .090 '4'7 Outsfd.:atwary -Moan a= Ttmparrrs (from ,appendix) . T,)an 'T x X r PROPOSED BUILDING ENVELOPE INFORMATION X L �/ 7 4L Grua Hoar Arse :from puna) .. . . . ....... ...... . ... .. .. . Af _ % f*.= *6 G Gross Wal) Also (from Mann) .. I...................... AW l Z 4 !t.2 p - 24 '7 O Oesiv ad Gla=irtg Atsa .from plans) . . ...... .... ... . . . .. .. . Ag It2 Basic G)asinq Area ..6% of .> f .f 'ow-nsa or 40% of w Ef hign-rise) .. .. .. ..xb, 7 fr1 � t HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Ama-mtties Omer i 'tan Ttia Thr" Below; ... 7ez - / o= LTh 1 aF To. from abovo For Inswuned Floor O,vv Vented Unhexted Space .......... lane 1 —.2 `cThi For Un,nnulated --Icor Cver Vented Unhestad Soap....... . Lina 2 - ei: s OThu For Slag -on Ground =;oors ........... 7eF -41 of -LTh:s 4 Z of Tian from aoovs CONDUCTIVE HEAT LOSS r Oascrtotlon of Assemply ' Gluirsq P b l Pa., e- 5< -- wall s l Cai)nctRoof c - /t.. 1 g G1 oe —1 Floor = 3 a Other door Area, ft2 or ,average U of Asssrnoty. or F2 from CT nautly Meat Ltngtn, It 94- Graon 4-1 x .6150 'ram aaa•w X 31 Soca, s r 2 3 8' Go X ).Jo x 39 x .090 '4'7 1 1 —7 o — � X�= x X X X 147 % r X_: %O? 1 30C> 1 x ,o SG X o47i X t q X_ votuma Wave HMgncaa nom jT.4 fro 3.rarago -.4016 3.7 Lina 1 calling f..rgnc suttow Ym of ZAG 1QQn Sklotac.a , DUCT HEAT LOSS.9nur 0 .t-aert ars no duds) . .. .. . . ... . . . .. . . 415 x Lina 7 3 r143z g91s TOTAL. HOURLY HEAT LOSS, g G k j 4 7 ANNUAL HEAT LOSS, DL Z? TO 's -aavrvr x 7 3sut+r x �. f x 24 hr: dev + 10 l 1 3 S 6 ®D D 0 3 =.L -too ` 0%4rly +aat ..ostt `: from T,s 'ram r►om aoa. *ram yne 9 74068 34 -.;n. 1 2 NOTES 1 . Ducts constructed, installed, and insulated per Chapter 10 of 1976 UMC. 2. Doors and windows to be weathe rstripped . 3 All joints and penetrations to be caulked and sealed. 4. Doors and windows to be certified and labeled. 5. Exhaust fans and fan system to have damper controls. G Masonry and factory -built fireplaces to have the fol lowing: a. tight fitting and closable metal or glass doors. b. outside air intake with damper. C. flue damper. d. continuous burning gas pilot is prohibited. 7. The space conditioning equipment to have a set back thermostat (electric heat pumps exempt) . 3. IiVAC equipment is indicated on plans and certified by CEC. 9. The hot water system is to have a tank insulation of an external blanket, R-12 or greater. 10. The hot water inlet and outlet pipe is to be insulated with an externally wrapped material, R-3 or greater (first 5 feet in unconditioned space) . ' 11. The water heating equipment is indicated on plans and is to be certified by CEC. 12. Shower heads and faucets to be indicated on plans and to be certified by CEC. 13. The general lighting for kitchens and bathrooms to be 25 lumens/ watt or greater. 14. All gas cooking appliances to have intermittent ignition device. 15. All swimming pools to be heated to have the following devices: a. on-off switch on heater. b. waterproof card on heater. v C. the unit to be plumbed to allow for solar heating. 75 percent. e. a pool cover. f. a time clock on recirculating pump. g. to have directional water inlets. 16. Steam and steam condensate return and recirculating hot water pipe is to have the pipe insulated. RESIDENTIAL ENERGY 6HECKLISTAU6. A2c /15/83 MANDATORY FEATURES AND DEVICES CHECKLIST CLI2•fA?E ZO:� NOTE; All new residential buildings subject to these standards austa- the following features and devices regardless of the cocplia=¢ .approach used. _ _ MANDATORY FEATURES Building Envelope 1. Minimum Ceiling Insulatioa, I R-19 weighted average ! *a Ceilings req. .R-30 for Additions Z• Minimum Nall Insulation in I framed walls' R-11 Weighted j average* I **a Floors Req. R-11 for Additions I 3• Ducts o c ns truct ed, installed j and insulated per. Chapter 10 of 1976 .UMC. ! 4 ,Doors and Windows, veather- stripped ! S- All joints and penetrations caulked and sealed ! ! 6• Doors and windows certified and labeled em! 7• Exhaust Fans and fan syst, .have damper controls ! ! 8- Masonry and Factory Built Fireplaces, I o Tight fitting, closable ! metal or glass door ! I o Outside air intake With damper g IF NOT IN PAGE ON PLARS or INSPECTIONI I Shee t ! ! Sheet ! Notes ! ( N ote s ! Notes I Note s ! j Notes I Notes ! Notes i I Notes 1 S o Continuous burning gas I Pilot, prohibited I I Notes I ' 9• Vapor Barriers (Climate Zones ) ! I 1, 14 and 16 only)- ( I N/A ( I I *Does not apply to exterior mass galls. I 2- M 7L & Sheet I **-'a For Additions see Package "A". Single glazing permitted not to exceed 16% -t- area ran,, ,—i n 1 1 - I +..�r.�..�r... � ..rimer ../ .1LIL ✓J.,. 1�...�J 4wirV `L/LJL NOT= All new residential buildings subject to these stand ands east the following features and devices regardless of the ooct? _z approach used. MANDATORY FEATURES AND DEVTn c Space Conditioning Equi went l • Sizing (attach heating cooling calculations to 2 • Setback 3. CHECK M2-M—N.17 IF NOT IN PAGE 71 ON COMPLIANCE I DOCtiM:tTre•rTnv �u,...._ (Plan Field Check Insnectionl and l plans) I i I Thermostat (electric .I 1 ' heat pumps exempt) I I I HVAC Equipment, indicate onI ' plans and certified by CEC I I l � ( I Attached N otes Notes & Sheet f Domestic Water HeatinZ System I. Tank Insulation has externallI i l Notes blanket, R-12 or greater f j I 2. Hot Water inlet and outletl I I pipe insulated, externallyl I Notes I I w -raped With R-3 or greater ( I (first five feet in uncondi—I I I tion space) I i a 3. I Water Heating Equipment, iadi-1 I INotes & Shee cate on plans ani certified byl ( l CEC I I f 4. I Showerhead s and Faucets, indi-1I I ( Notes & Sheet cane on plans and certified byI f I CEC I I Lizhting Efficiency 1. General Lighting for Kitchens 'I ( I and Bathrooms, 25 lumens/watt I I Notes i Gas Cooking ADol iance s I I I I I 1• Appliance has intermittent ig-I I nition device. I. Notes I I � C'-1 4 -- rM 1 -1 r, MANDATORY FEATURES'AND DEVICES CHECKLIST NOTE: A11 new residential buildings subject to these standards 'must coc:-,a._r the following features and devices regardless of the comp?_acce approach used. J CHECK MANDATORY FEATURES IF NOT IN AND D -VICES C01-2LIANCE IPAGZ # ON PLARS or Swimmins Pool Heating 1. On/Off Switch on heater 2• Weatherproof Card on heater 3. Plumbed to allow for Solar 4. 75 Percent Thermal Efficiency for gas heater 5. Pool Cover if heated 6. Time Clock on recirculating PUMP 7. Directional grater Inlets IPlan I Field (Check (Inspection( I i � I i I I I ( � I � I j I I ! i I ( j s v a N/A N/A N/A N/A N/A N/A N/A State Owned Buildings I 1. Solar Water Heating, required ( I. ( N/A if building exceeds 10,000 sq. ft. and HVAC, Water ( I I heating, or lighting is use over 1000 hours per year I ( ( Steam and Steam Condensate Return ( j and RecirculaLinz Hot Water Pipe ( I Insulation 1 • Pipe insulaSion I u �r C-48 E C,% 1-16 -----• ..Gn %,%J"Vrlt..ICIVt PROPOSED CONSTRUCTION ASSEMBLY rurrn 5 (8/81) F — 3 Enforesmsnt Aoencv uta n,,,v owner Droiect title DuIl6lny permit numoer Project location Check sC by Cocumentation autnor oat• Sketch of Construction Assamhly List of Construction Components R (Por sect ion'bstwesn framing members) (from Table 3.11 3/4 " DFPW . 93 Check one: Coiling/Roof X Floor Wall 1f Wall. check the appropriate weight: X less than 25 lb/h2 25 to 40 Ib/ft2 greater than 40 lb/ft2 2. 3. 4. 5. 6. 7. 8. Inside Surface Air Film (from Table 3.18) ............. 9 2 9. Outside Surface Air Film (from Table 3-1121)............ .92 • Total Thermal Resistance (RT) 2.77 w rri or the abow AVERAGE U VALUE.OF ASSEMBLY _._94 = 2.77 framing AT from avows Factor iron, .339 Btu/thf . fr2 -OF)' Use this U value for heat load calculation or Code comparison HEAT TRANSFER COEFF;C;ENT FRUCISED CONSTRUCTION ASSENIBLY Form 3R F -3B Enforcan+,iint =SanCY Uta Univ. j Cwnlr arolec4 title tiuuoin9 ger mit �u�-+Car 1 ZrolKt toCitlon I CnaCKeC 7Y accumfntatlon autnor Cate Sketch of Consm,ction assembly List of Construction Component R (for section be4 ween framing-nttmQer%j 'from _.I ,a. -' 1. 3/4" DFPW .93 2. R-19 1 q. 0.0 3. 4. 5. Framing Size 2 x 12.. 6. Frzm,m So&cin 16 " o.C. 7. CheCk one: S. Inside Surface Air ^;im ;from "sole 3•t 31 .92 CeilinglRoof x Floor 9. Outside Surface ,air F'irn ifrom 'aoie 1 31:. .92 Wall Total Thermal Resistance ;.R ) 21 .77 :#'Nall L-leck the sum al -:+• ACC.• soprooriam •heignt: less than 25 Iblft2 25 to 40 lb/ft2 greater !.'+an 40 ib,ft2 AVERAGE U VALUE OF ASSEMBLY 1.13 _ 21.77 = Framing 4T "Oen acia" ra-ior front Tabic 3•i . 052 Use 1nt3 J value ror 'teat ossa =IC-itat-on or =ode Comur,scn HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY owner - project title project location clocumentation autnor date rvl-«1 or% (alai) C/R — 1 Sketch of Construction Assembly List of Construction Components R (for :action between framing member%( (from Table 3.1 1 VENTED ATTIC 1. z" shtrk •4 5 2, 6" mineral fiber insulation 19.00 1 2 Framing Size 2 -x 6 Framing Spacing 1 6 " O.C. Check one: x Coiling/Roof Floor Wall If Wall. check the appropriate weight: X_ lett than 25 Ib/0 25 to to tblft2 greater than 40 lb/ft2 3. 4. 5. 6. 7. 8. Inside Surface Air Film (from Table 3-18) ........... , .61 .61 9. Outside Surface Air Film (from Table 3-18) . . . . . . . . . . . . Tota( Thermal Resistance (RT)2 02 0e,.,. 7 Burn or the abort AVERAGE U VALUE:OF ASSEMBLY 1.16 T 20.67 Framing R? from above Tattle 1•f .056 Btu/(he •ft2 •'Ft l Use this U value for heat load ' calculation or Code comparison HEAT TRANSFER COEFFiCIENT Form 3 R PROPOSED CONSTRUCTION ASSEMBLY C/R 1 En4prca mant �9�^CY '_ta �n�v �fOJeCt rJ41♦ 1 Dunomq Dar mrt mD.r . _ DIoject IOC.aUon Cn.CJ[eQ Dy m Oocu"nt :30n autn Or i- • oaEa I Sketch of Construction Assembiv • Framing S -Ie 2-, 6. 16-- ,ram."5Doc:no C. Ch ck one: X Ceiling/Roof Floor 'Nall :luck the Jooroor are we'gnt: X Jess mart 25 ;bdf;2 25 to ¢0 Jb/ft2 greator than 40 JbJ fr2 Ltrt of Construction Components R (for section between .framing members) (from -ab,e Z- 1. 0.5t1 gypsum wallboard 0.45 Z. 12" mineral fiber insulation 30.00 - 3. 4. 5. 6. 7. S. inside Surface Air =;im from 'able 3.13). _ F 9. Outside Surface ,air Flimtfrom `aoie 7.131.. 0.61 Total Thermal Resistance (R -r) 31 .67 tum of :r+e ,cc.• AVERAGE U VALUE OF ASSEMBLY 31 .6 7 Framing - 2-r •ram aoova I. -- +•L— 3tuiit,r •' .c=1: fraCtof from 1 Use tnls J value for near obc N =1ICuJat-on or :,-.Co Compnscm RUCSECa:-:3i,ST-+UC71CN A,—SIZE-VIELY Form 3R =ate Sketch of Construction .asstmhly W -1C F-ae,ng Size 2 - ,t 4 ' ram�nq sC:Cnq 16 " o C Check one: CeiiinVRoof Flow X wall t :+rae :,,ecx tnt 100roo0ata ave,gnc. X yea Man 25 i0if.2 25 to 40 ibe tr2 F93t1r :'tan 30 br ft2 LAI of Construct)on Corrmpcnent3 R ,fpr ttcZ,on Decween 'ramrr.g. ^ e'ze-st from 'ac,t 3. - 0.5" gypsum wallboard p A; 2- 3a" airspace 0 -qD 3- building paper n_ or,. 4. wise reinforced stucco 0.875 — Q -1A 5. 7. v S. Inside Surface Air F7in1 :from -ao#t 3-131 0.68 I Outside Surface Aar = im t from —.aae 3., 31. 0.17 -r . -- Totai Thermal Rests- ance ',CIT) 2.44 SLIM or :aa soo.a AVERAGE U VALUE OF ASSEMBLY .93 - 2.44 Irramo" iT •rant 600.a Fa=or froom Tooft 3-i 1 O . 388 3tuw(Nr ••r2 •�=) 1 Ust rH,r J .awf ror peat Daa, 3+Geit•On or ACt ."omen sCn rt,al I LiANSFER COEFFICIENT Form PRCPCSED CONSTRUCTION ASSEMBLY •` W - 1 Enforcement Agancr Ut• �n+y 7wn*r - - D�Oltc::Itle - I aWlgrtg .pet ^1�t mum Oer ` DrOtect location I. cneCkec 7y aocunNn;anon autnor aru r Sketch of Conmu=ion AcsPmhly Framing Size 2 " x 4 r3m,ng Saac;na 1 6 ' o c J Check one: Ceiling/Roof Floor X 'Nail :f '.Van _Neck me appropriate'Nelgnt: +est than 25'bitt2 25 m 40+b/ft2 3r:2ter than 40 'bi ft= Lest of Construction Components R ifor section between framing memoersl if,om 7jcre 3 1/2" gypsum wallboard n.�� Z• 3-1/2" mineral fiber insula 1 1nn ti on 3• building paper n n, 4• 7/8" stucco n 4 6. 7. S. Inside Surface Air Piim itrom 7ao+e 3.18 t . . . .. . . . . .. . . 0.68. 9. Outside Surface Air Film Ifrom Table 3.121, . .. . .. .. . 0. 17 Total Thermal Resistance -(RT) 12. fum of 'fie 1�C.e AVERAGE U VALUE OF ASSEMBLY 1.13 _ 12.54 _ 090 Framin9 4T from aooYe — i 3tuithr . Fa or from 1 'a o+e 3-o IT Use :nls U value for -eat oac __._._. .___.. . ___. _.._ __:-ray.:cL aT-I--too— �,.o�-!•JCt.O rrmU ns:.n _.. .__`_.... _. ._.-... MELVIN R. HILL INC. RCE 19704 410 W. SUNNYOAKS AVE. CAMPBELL, CA 95008 (408) 866.1546 85832 24 August 1985 Jim McCloskey 7961 Woodlark Ave. Cupertino, Ca 95014 1 F:3 if- [" 4 #� i- Ii Y Subject. SOIL AND FOUNDATION INVESTIGATION `` Proposed Additions Cupertino, California BILH INSPECTI NIODARTMENT CIT OF PE T [ Dear Sir: Per your authorization and request I am presenting herein the results of my soil and foundation investigation performed on the site of the proposed addition to your residence located on Wood- lark Avenue in Cupertino, California. The purpose of this investigation was to determine the site soil conditions and their properties, and to provide recommendations for site grading, and foundations based on my analysis of the site conditions and the laboratory test properties of the materials underlying the site as sampled in the test hole. The results of my investigation and analyses indicate that the proposed project site is suitable for the proposed development provided that the recommendations set forth in this report are followed in the design of the grading and building foundations, and in their construction. Yours truly, IT Melvin R. Hill R.C.E. 19704 E r � �� �� � c � �tzY-� � � — SOIL AND FOUNDATION INVESTIGATION SCOPE 85832 The purpose of making this investigation is to develop a basis for making soil engineering recommendations for the design and construction of the proposed project grading and foundations. The scope of work involved determining the nature of the surface and subsurface conditions on site that will affect the proposed development or be adversely affected by the development. The agreed on scope of work included: 1. An inspection of the site. 2. The drilling, sampling, and testing of one test hole. 3. Testing representative samples of the soil. 4. Analysis of site conditions as determined by the site inspection and laboratory testing program. my conclusions and recommendations. 1 85732 This report covers the existing surface and -subsurface soils, allowable soil support values and types of foundations. SITE DESCRIPTION The proposed project site is a roughly rectangular shaped parcel of land which is located on the northerly side of Woodlark Way between Pennington and Country Drive in Cupertino. This site is adjacent to the railroad tracks which are near the proposed West Valley freeway. This site is just southeasterly of McClellin Road and Bubb Road. This is in a well established neighborhood where the homes are approximately 20 years old. The residence is a one story light wood frame structure that is stucco clad. It has a wood shingle roof. The yard is landscaped both in the front and in the rear. There are a number of small to medium trees in both the front and back yards. 2 85832 FIELD INVESTIGATION After review of the proposed development and a site reconnaissance, an exploratory boring was drilled to a depth of approximately 4 feet below ground surface. The soils encountered were logged in the field and undisturbed°soil samples were collected"for laboratory testing. One disturbed bulk sample of the near -surface soil was collected for compaction tests and plasticity index. LABORATORY INVESTIGATION All undisturbed soil samples were tested for dry density and moisture content. To determine the shearing characteristics of the soil for the foundation design, one shear test was performed on the near surface soil sample. Expansion and shrinkage potential of the soil was determined from an Atterberg test performed on the near surface soil 3 85832 One disturbed bulk sample of the near- surface soil was collected for compaction tests and plasticity index. SOIL CONDITIONS The subsurface soil at the site consists of a brown gravelly silty clay which extends to the depth of approximately 18 inches below the existing. ground surface. The gravel is a maximum of 3/4 inches in diameter. The soil was moist, massive, hard, friable, slightly sticky and slightly plastic. From 18 to 44 inches was a grayish brown silty clay with some gravel. Below 44 inches was a yellowish brown gravelly sandy clay. The substratum is a lighter color and more yellowish than the subsoil. No free ground water was encountered in the boring. 4 85832 SITE PREPARATION AND EARTHWORK OPERATIONS The native soil with the exception of the contaminated top soil is suitable as engineered fill. The contaminated soil shall be stripped from the areas to be developed down to bare soil. The contaminated soil may be stockpiled for landscaping purposes. If the lot .is to be graded, the soil exposed after stripping shall be ripped to a minimum depth of 8 inches -and moisture conditioned as necessary and then compacted to 90 percent relative compaction (ASTM D1557-78). After the subgrade has been properly prepared, fill material can be placed at the site. Fill materials shall be spread and compacted in lifts not exceeding 8 inches in uncompacted thickness. All structural fill materials placed at the site shall be compacted to at least 90 percent relative compaction by 5 85832 mechanical means. Maximum density is as defined and determined by ASTM test designation D1557-78. The soil engineer shall be present during all stages of the grading work to supervise all work for their proper placement and compaction. The soil engineer shall be notified at least 2 working days prior to grading operations so he may familiarize himself with the proposed project and so that he may coordinate the work in the field with the contractor. All imported soils shall be approved by the soil engineer prior to their placement. FOUNDATIONS The proposed structure shall be supported on continuous perimeter footings with isolated interior footings. The following are the criteria to be used in foundation design and construction. Foundations shall be a standard T foundation. The, minimum r1Pci o� f- T fol Tld -nom- 5 �c Fnl l_ns.,c RI 85832 1. The minimum width of all continuous footings shall be at least 12 inches wide. 2. All foundations shall penetrate the surface soils a minimum of 18 inches. Panning out in order to lower the building shall not be allowed. 3. Perimeter foundations shall be reinforced both top and bottom with a minimum of a .#4 reinforcing bar. 4. Allowable bearing capacity of the foundation is 1500 psf for dead plus live loads. 5. A sufficient drainage slope shall be provided away from the structures to prevent water intrusion. 6. Slab floors shall have at least 6 inches of base rock underneath them and waterproof membrane may be placed over the base rock.. Two inches of sand may be placed over the membrane and the base rock reduced 2 inches to 4 inches. A 10 gauge (6 inch by i r- In T.7 i -t-,n into place into the center of the slab. 7 85832 SITE DRAINAGE Slope drainage shall be provided adjacent to the structures in order to direct surface .water away from the foundations and slabs at a slope of 2 percent for a distance of at least 5 feet. Ponding of surface water shall not be allowed adjacent to the structures. Rain water collected on the roofs of the buildings shall be transported by means of gutters, and downspouts. Downspouts shall have splash blocks in order to prevent soil erosion. UNDERGROUND UTILITIES All backfill for underground utilities placed on the site shall consist of uncontaminated, native, or select granular materials. All imported materials shall be approved by the soil engineer. Backfill within the utility trenches shall be compacted to a minimum of 90 percent compaction as defined by ASTM D1557-78. Any proposed onsite trenching shall be checked with the soil engineer. Any utility trenches deeper than 5 feet shall be shored in accordance with OSHA requirements. 85832 Any utility trenches located in street right-of-ways shall be backfilled in accordance with requirements of any local ordinances. NOTICE TO FUTURE PURCHASERS Future purchasers must be made aware of this report and its contents. This report must be made available to them. 7