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IF illiPir' • ti' 1 t F .,�i #`'. ti � '{_ ,til ,i r. 1. � Y 1 „, .. .., .ii-. .i.,i, '..i 'il -,'. ., jr i ,4'-' •, , '- .4 •''• '', . . ' '.:i... .- JJ ''' t_:'.. _Y 1' "F.) j4 rte• •J 1 , . x1 A 41 4 • FI4 1P. .... •. -. .. . '. ii , .. . .,_ .- ..- ,.. . -..L y . , ''....• - - _ - -- STRUCT L CALCULATIONS TYPE OF PROJECT: ADDITION MODELING ?„, k , Ili • - _ PROJECT NO. 200935 DATE: , 07/31/2009 PROJECT LOCATION; 1144 DERBYS ..DR. .- 1 CUPER I 0, CA • wit ft • . FOR: it'41°1 • 1„. ANN" I RESIDENCE 11% • .•4 - -1; PREP " D BY: „ _ 4 • rl, & ASSOCIATES INC. .-t- 1870 .it ton Avenue, San Jose, CA 95125 Tel:408 377 II I,Fax:408 37.74001 E :am. ezid desIgncom .com ...1„.......:........ . DESIGN CRITERIA • REF CBC 2007 AT ROOF: A: FLAT CEILING A:1.- - - !NG • -)! ROOFING 5.00 ROOFING 5.00 . SHEATHING 1.50 SHEATHING 1.50 FRAMING 3.00 FRAMING 3.00 .i. TT CEILING 0.00 INSULATIONS 1.00 i.,!•_:-.. .-4.- . -..:i MISC 2.50 GYP. BOARD 2.20 .i, MISC. 1.30 ,. 4 TOTAL D.L. 1200. TOTAL D.L. 14.00 i LIVE LOAD 2000. LIVE LOAD 2000. ;. TOTAL 3200. TOTAL 34.00 -.. AT CEILING: DEAD LOAD 5.00 , LIVE LOAD 10.00 _ TOTAL LOAD 15.00 - .,., EXTERIOR WALLS 16 !) INTERIOR PARTITION 6 AT FLOOR: JOIST 3.30 DECK SHEATHING 2.30 , I i d GYB. BOARD 2.20 DEAD LOAD 12,00 , MISC. 2.20 LIVE LOAD 40.00 r . TOTAL D.L. 10.00 TOTAL LOAD 52.00 -Tt ... LIVE LOAD 40.00 7 TOTAL LOAD 50.00 ALT. DECK LIVE LOADS i . • ERIOR BALCONY 60.00 EXT. BALCONY>100sq.ft 100.00 ,_, ... .0- . STORAGE 40.00 ..,, .._ , _. I 'M . Page 1 , JOB NO. SHEETNO. 2/ 4 BY DATE ..,......._ ...„ aviLi-......::71:•-'.1.,'::::,...„.•,,_,.,...;.....,.:::....F.,.L.,,'........--...,-.•,-' ADJUSTED DESIGN VALUES .., Single Rep. Roof Roof Single Rep. Use Use• ,,.. 1....9a0!.......,,,Loq. Single Kep. Use Use RoofI_oads RoofI_oads DF#1 4 x 8 Single Rep. DF#1 2 x 4 ___,......,,,,,..... , •:,.....„..,... ..1z . 1....-9 1/?....§. -...1i8:il'i.-...66.' -.., .'.If.0. .....0.10,4 , . . . . shear 13.9959 .11.6955 1612195 181619 - 95 95 91 '• .. ....,::..... ".]: A. . . ..• . : -• - EN DF#2 4 x 8 tx. ••..i.., .44:;,,,,, . ... _ _ 1509 ...1641... 1887 308 1138 1 5i 1422 163 bending 5 119 119' . ,•,,- .-.- •,,'2,-?,..i.,'1,., ... 1313. 95 , - 119 shear 5 95 119 i . .,-9. shear a DF#1 4 x10 ..... . . DF#1 ' 2x6 : :. •, .....- wy. -•!,O. 1.495 1.,,626 1869 • i - r-7•••-•.•'......--141/4 .119. .1.19 •shear ring 120095 .139805 1510109 1712159i! ' ;•," 11 ..,: ',. 1,...._,.; ..,1,, 95 95.i-mg. .. .. . _ , .... •. -- ° 1313 15091 e -....68 : *1.4- 2 1635 bending DF#2' 4 x 10 _ ....... . _ 119 119., , ,. - .. . . .•.,m,,,,v: i . 119 119 g5 V shear 109550 1?9058 ''' ' 4 - • I. -.:.- ...''. ' ''. -- „5 .,' 7... .: _, ..,..7:::..i...',. . ,...._ ... 166... .1.600 .... i.f25 DF#1 4 x12 bending I . ,' ..'-':'• :::'!''. 1 .-t:99 5 . 119. 110905 12. 6955. 1317195 15181911 1111'. 'jL''''-' 9- - - • " OF#2 4 x 12 11.9 shear ,... p ',-g' .-,_,111:!i:-.. if*, - ,.'..1.A:::,,,, -,..k*r::... ..,_.:Ir....11150i 1208 , 131 1509 .. ' ;=.e.f.. m •4:-....... -:::.._:,/-It. gig bending 5 1 i 119 ,„ ,,-- ..-...):.4*04-r.*•-.,.•-• ., 9..: 1 9 shear 9p2.5 119075 121.0139i. 1318149 ' I " • I -_ i. i .. ... DF#1 6 x 6 .., .- Ob i205 1 bending '' - '. .1.1p 1.__101 ci,_: 11.9 119 147?, 1§952 1§1069 . 1101':16:1, :t....•:.,...1..i,....•:::•,. ....-1. . ,: :.9.6 .... 11079-.5.-.... -121.0.93 1..,318149i DF#2 shear 9538.85H. .-:4.. ,.)..,•,,--__., .,_,for4. , 4, 106' 85 t, .5 I --41:..-''''''' 11:-: .. .,...95 . . • . 10. 897- 'MR' 1310761 :. , . A -.....: . shear .., „1:110,.. 6 . 115.0 . 12t0 : 1.438 DF#1 6 x 8 bending 1418 16385 85 C 1 17107261 10 , m• . • -••--. 95 119 119 ' 20368 ,-.5 ii. shear. .., ii.,. ,,. shear DF#2 6 x 8 • #2 2x12 . _ ..• .„,•; ,,,,I.,'t. ;..... •''' .10 .4 1258 -.i Azi.-• ., (. i. ., . bend-ing 9188, 1p55 06 7_ 11148,1, 131,0261 ;1,..' r 119 11 p 8 5 8 shear DF#1 6 x 10 . . • 1731! 1991 ', i'-'7"'''L' --.:1- :. ''•9''''4-1- 11 .' 1506 .1716 1675 2156 ii 85 85 1 v1/4.,, II '''''-;:i:‘:;f•-•-1-1...:-_.17 _, . . -' .b6 - 119 119 bending 1385 1593 shear 4 nA i 1061'. • .-' DF#2 s'4earx 4 ' ''' ..- OF#2 6 x 10 bend_ing 1313 .1509 164 1 181817 ,.•;..7-:-.-- - - 1 . • bending 8978.8 lip. 35 0 2 .11126 10 2.'11 12961 19 9 95 95 shear 5 6 Df6. DF #i 4,x —• - .— ....... - #1 6 k 12 :1300.1 1495 ., 16- . 1869 shear . .13.59 1553 1610868 191406 . '1 :. bending — 1 95 119 1191 12 shear I . 95 . . . . , .. DF#2 6 x 85, 85 i•'-i • -- Li..-_4,-'%:,• •, ,i ••i-A•-..'.•:.•-•-::,..-.-.z...-C...._.1,1,:_-•:.,,-. . 1 138- .-, .1 S8 1422' 16351 bending . 8751 100. 6 1094 1258 i , • , -. -95.. . 95 119 1191 shear 85 851061 106 _ - - . 0 ii. , rt. ,,_ _ .i --.. .i..,iL i, II.- '''--I._..-• ' 117'.':'lir 'If'.'*" `I- 1 4 i- .- ..-,... , - - .r., . : 7,.;.. • _ I . "EP • ... • _ -' ,,• — `'Z'"r •. ,...:-. ., . • - - —Mb' - - ''-''- -' ° ,.... i • . 1 ii. . _ - • -,. , ..... ...-C,?...•'' .. -•,.... ...,,......12 4 ,. - .. 4.. i_ 1 ' ,..; ...,.. ...7...7.... :.7.,...77"......:,.- ,,,,E,.) 1 I i i i,,K,4 i ..:.:•:,_: , ,',,i L:.77:-..'.'; di, .. -4; 1 (E) --... ....._....,....._,.....? ' - - •-•-......Ailii . '.. et _ OFFICE ........._ 7---.1 ...it_. i : .,: ... .E .•• _--•ii .I. .............. Ill V. TED CEIL ....., ...... ....,, ' ..-.-7:1--=,-T---,1.).._........ ...... 1.• -_...:.,...L,.:,4.'1 - *2 yr. I . .. 1 ' ft I t -I 1 " 1 C , 0 I 1 0 ',.".7.:........?...-_., ;1. ...--; .- ' - I .!. L__ .. --- , -. ,...( -.4- A-- -.4- .............-—— ..- I 1 1 E I L *''- i 1 -di FAMILY ROOM - i 1 ' -.."*. - 11`- 41' — BEDROOM 3 1 1 I I 11 I I 1 1, ( H FART, AL c_ 1 \ . < FLA\ (SEE NOTES) , • mi . . ....,- - _...,,,..ji_____.,,,i_ L.. Derbyshire Drive Project Beam Design Calculations "CB 1" a. Uniformly/Point Loaded Discontinued Beam Len. =55' Tributary Loading on : R..t DU= 14 psf ( 0 / 2 + 0 ) = 0 lb/ft - Loading LL= 16 psf 0 / 2 + 0 )= 0 lb/ft • Ceiling Load DL= 5 psf ( 12 / 2 ) = 30 lb/ft LL= 10 psf ( 12 / 2 ) = 60 lb/ft 14 Len. 11.0' wall ext.z 16 psf ( 0 ) = 0 lb/ft L. ing intr. 6 psi ( 0 = 0 lb/ft (Not To Scale) Fl..r k k DL 10 psf 0 / 2 )= 0 lb/ft Load LL 40 psf 0 / 2 )= 0 lb/ft Total Laid DL F E = 30 lb/ft = 60 Ibift b. Point Point Loading on Beam Reactions on Loaded m PlOLz 1.0 kips (Assumed Reactions) 1.0 kips Title Block Line') : You can chanws this using the"Settinp,menu item and then using Project Notes. Tifie Block' # ti r+ :'_� --ac'T' ..• �'C•s.!'.ti_.•�a_^.A�-.+.. a s -- -_+ ..5 'w'Yarix.' 'k.. "_:.Ln�r. ti fcw[tit:' c. �; trti:1-e 777!!!"' ' .}_��.X L!S% _y i... _ -._•-• -_-�-tet - _ - - �- - -" F.�.` -� _-- -.r- _ .. --�- _ -•- - z• J C_ _a1' - --Z--—.. Material Properties Calculations per IBC CBC 2005 NDS ! } m Analysis Method:Allowable Design _Tension 1,350.0 psiElasticity Load CombinationI -Compr 1,350.0 psi i Fc-Pril 925.0 psi Eminbendi Wood Species :Douglas Fir-Larch Fc-Perp 625.0 psi • psi Ft 675.0 i Density Beam Bracing is FullyBraced i lateral-torsion buckling f � Ii D(1)L(1) ,t L' . . 6— I 400 ,.,_..„ • i __ u_ •, .rte+� .=• =11.0 , , : x 1 ,. _____, __________.L...., .., ,...___ . .____ _ _Er-.-,.-,-- -._, -_-., ---...-....- -- -_ -.,---.,- . .., .. . 'a<:." •-'-'yService loads entered. Load Factorsill be appliedr calculations. mightI ••••to loads Load fi'l.::.•.n Number 1 't { --..,,,,.--::4:. , _ - y _ rc i - ={: .� r- - _.._ . �T���[7+�'7 v':•fry' •k-�.-fi-'ak'1�/'-7 •.si �� i i- i t = #,.'L ,7 uiecil'ar.'t.:le,span 4x12 Section used for this span ..,0• ft):Actual '' 'Ails I i It l = ? _ ,., i f. • ' Load Cs bination +Di-L+H Load Combination , Span#where maximum • maximum = { Deflection v ' Max Down -r L+Lr+S = 0.103 in -r = 0.000 in Live i = 1286 , ,r Max Do .rd Total Deflection = 0.195 in ii U. -rd Total Deflection = 0.000 in Total Deflection Ratio - . , ...nom - - - -. _ -_ -- - .v... - _te,-,-_.- ._- -----"'—'"r---7,7711 -t -� � - t , }.....,L . of Moment Values Summaryof Shear Values Segment Length n# M V ctul in • 'low Vactual inFv-allow th=11. .1 1. 1, 17 L - Length=11.0 ft 1 0.7661. 1,136.: 1,,.1. 1. 5 55.28 170.W +D+Lr4-H Length=11. .1 1.000 3.341, 17 .7 Lr .7 L Length=11. 1.000 1, 1.26 7. 1 170.00 M• Y - _ 'lLoad Co.rn• in tiMax.''-'Defi L.•r:tion in i tiaMax."+®Defl L• -lion in n life: J # a: Project Desc-- . •' itan nbng& Project Notes • .; „ _•_. -71to • •• • r • • • r•r ••: . - Vir•- . • • • •I • •-• . •• - P A • - - 7-- Support Reaction 15 k 1.543 k • • . • Support 2, (D+L-1-1-r) r • • V :E • '......ii-7.7',,,,,;',',..-,,,-;',.'',, f'1,,,-,'#—, ‘, .. - — . _ ,'..,,,—,,,.:;_----7,_-,-,..ii.,,,:,',) ,.. '., —,-, ' — ' '' ",, 11— — ——.—-7'---: -.:—'i;;,..—.;. '•-- -—". —",—,---'1, — — — .. , --,•,- I- -— ' I ,.,"'4,,,,,',#-'1,-•,-; ' I'. -. ' r'..„'i..,-;,), i : .4, • ' ' - s •:, i:..'„,,,' ,, -. , ' . f ft,—,:)( 0._... Assessor's Parcel N her: ,..0 Z0,„) • _.„23 . I el, 11 N. e of o er. I i ',.. * • , ---, I Project address. i _ 1-',r\o ,el b ,...,c, ' -**6'1'"' , 4. I NIP , Contact person. v\\....,,)ct ( ,F)\--.) i Phone. co .,., Fax. Net square footage of lot. . ( „,.. ._' P. 7- ..- Existing ,. Proposed • ,,,,,,, ,, , ,... Square footage: First floor: Second floor: ...---" ,,,e ._ , _....„,„ Garage: TOTAL: Are there at least two 10 foot by 20 foot clear spaces inside the garage? ' N Is privacy protection planting required for the project? N ' ,c1-- On what floor(s) is work being done? I Ei Brief description of work. ..„„ ,... ,- ,---I r t ---- • , . , , ,:a a 4,.., i , .,._ . ......... . . , (.1 Code editions:2008 CBC -N)2008 CFC (Y-N)2008 2008 CPC (Y N)2008 C ("Y N) , -, , , - - i P l , Effective 1/1/08 isi , 4100 L... . 1 , ,S \ ew Process Work Book Page-8Revised 1/1/08 L __ ...., .. __._....___...._____. - -•••-- ---••-•------ --- ••••------ - • • - .._:_-,.•---.-,•r--------. ' . . ... _.....,_.....____. __ r_.....__.._ --••••---- . •- --1. '',.'.,•4'.,9. ;,,.,, 1.,,...--. '-.' ...-",•1, . , i,-- ..•,1• ,••••g-.3,--!--i..t,,i.,;. ...,1•-•:i,,,,-..,,,,..1... .!, ,,,,i,,,„;...iri.);,,..-t..14-.:::,i.,..-1 . i':.-...ii,i-'1.-.•?,,,...,. ,.. ., , _, • I' ... ... !.:.-.:_. .._,_ . 1 , • .,--_, ......:.,,. .L• ..-..f_-_,.... -.' ---------•------ ! 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' , . •-•......., .: .;'..,-,`:-..:'..,... .gli ..',i,:-Ati -" ..-. ,- :-- `,"--.‘•!,'.;.• •-1--...-4- iig, .--.1_47,-,,. 1:111.1.. &IC,.:::: l'-.-_::"'rir i • ;."3.!..4-2:' -_.. .._,;...'J''`- Ut.._:Yr'..:.E .•:-.-'' ''. .j‘:'.ii'L. • ii ,.: . ...._ ...• _.•.7-: 111.."-.:1,'..„,'. ,: .,•'••• !--4':-.,:-;,: 4•,-: . .. , . . , ...... .•, •-,....•-- •-•:,--•:`,:,;=:12./,•'' % -...„-•') 4 '--`...--,,,,L.,-•-•:•,.._:4:::.:-.i... . — . . ...., _ _ . _ • _ . ., . • - CITY OF CUPERTINO BUILDING PE' IT - _ BUILDING ADDRESS: 1144 DERBYSHIRE DR CONTRACTOR:TBD-,TO BE DETERMINED PERMIT NO:09080003 OWNER'S NAME: ANWAR AWAD DATE ISSUED:08/03/2009 OWNERS PHONE: 6508611354 9 r PHONE NO: - - El LICENSED CO ' .CTOR'S DECLARATIONr BUILDING PERMIT INFO: BLDG 1.— ELECT 1.-- PLUMB License Class Lic.4 r r MECH RESIDENTIAL. COMMERCIAL Contractor Date JOB DESCRIPTION:STRUCTURAL CHANGE TO MOVE A BACK I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions DOOR LEADER IN Code and that my license is in full force and effect. THE CEILING;NO RE-RF,HO VER,DOES HAVE STRUCTURAL hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance,as provided for by \ - - — Section 3700 of the Labor Code,for the performance of the work for which this Sq.Ft Floor Area: Valuation:$800 permit is issued. APPLICANT CERTIFICATION APN Number:36221026.00 Occupancy Type: I certify that 1 have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, PE" IT EXPIRES IF WO i IS NOT STARTED costs,and expenses which may accrue against said City in consequence of the WITHIN 180 DAYS OF PE ' IT ISSUANCE OR granting of this permit. Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section 180 DAYS FROM LAST CALLED INSPECTION. 9.18. Issued by: Date: Signature Date ___ ....___ ,......—. . OWNER-BUILDER DECLARATION RE-ROOFS: I hereby affirm that I am exempt from the Contractor's License Law for one of All roofs shall be inspected prior to any roofing material being installed. If a roof is the following two reasons: installed without first obtaining an inspection,I agree to remove all new materials for I,as owner of the property,or my employees with wages as their sole compensation, inspection. will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) Signature of Applicant: Date: I,as owner of the property,am exclusively contracting with licensed contractors to I construct the project(Sec.7044,Business&Professions Code). ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 1 hereby affirm under penalty of perjury one of the following three declarations: 1 have and will maintain a Certificate of Consent to self-insure for Worker's HAZARDOUS MATERIALS DISCLOSURE Compensation,as provided for by Section 3700 of the Labor Code,for the 1 have read the hazardous materials requirements under Chapter 6.95 of the performance of the work for which this permit is issued. California Health&Safety Code,Sections 25505,25533,and 25534. I will maintain I have and will maintain Worker's Compensation Insurance,as provided for by compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health& Section 3700 of the Labor Code,for the performance of the work for which this Safety Code,Section 25532(a)should I store or handle hazardous material. Additionally,should I use equipment or devices which emit hazardous air permit is issued. contaminants as defined by the Bay Area Air Quality Management District I will 1 certify that in the performance of the work for which this permit is issued,I shall maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the not employ any person in any manner so as to become subject to the Worker's Health&Safety Code,Sections 25505,25533,and 25534. Compensation laws of California. If,after making this certificate of exemption,I become subject to the Worker's Compensation provisions of the Labor Code,1 must Owner or authori ed agen forthwith comply with such provisions or this permit shall be deemed revoked. ....._ L . i 1 Date: g/01.0f APPLICANT CERTIFICATION CONSTRUCTION LENDING AGENCY I certify that 1 have read this application and state that the above information is I hereby affirm that there is a construction lending agency for the performance of work's correct. I agree to comply with all city and county ordinances and state laws relating for which this permit is issued(Sec.3097,Civ C.) to building construction,and hereby authorize representatives of this city to enter Lender's Name upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, Lender's Address costs,and expenses which may accrue against said City in consequence of the granting of this permit.Additionally,the applicant understands and will comply .. with all non-point source regulations per the Cupertino Municipal Code,Section ARCHITECT'S DECLARATION 9.18. I understand my plans shall be used as public records, Signature . ,....)-1/401 01 Date 0 Licensed Professional 69?0? 0063 CITY OF CUPERTINO A I DITION/REMODEL CITYOF CUPEKTINO PE IT APPLICATION FO APN #2 ,(9AA/O, (D Date: d — Is a 2" unit being added? Yes No 2 If yes, please fill out the per 't application for 2" unit. Building Address: 14 De,f v\-1 fez, ict it, 4, c 61, / Mailing Address (if different from building addrss): Owner's N. e: Phone : 5-6 T6 1 I3 Contractor: To s Phone#: Fax #: Contractor License II: Cupertino Business License it: Contact: A Phone#: A cof Fax 11: 6C0 ret / Building P- i Info: Bldg. Elect. P1 b. E] Mech. E Hillside El Job Description: AdditionWhat is being added?(Be Specific): e 1"-R-0.1bs-f PI ft't A)0 0421011 4/' StC.NA-tikAfrirai ON, ce - What is being r- odeled (not including addition)? Vockok. d-0.0 Remodel Includes ReRoof: Yes No 0"/ If yes list n ber of squares R- odel Includes Structural: Yes No Do you have the preapplication planning approval? Yes No If es lease .ravine a co. of our 'tannin. a' 'royal letter. Planners name: Square Footage: Addition: Porch: Deck: Garage: Detached Attached R odd : Kitchen Bath Other idoi.11g.:-r..ztrAitiar, Type of Construction (Usage Class): Occupancy Type: 1A, 1-B IVIIA Will B, IVHT, VB Valuation: 56-, Please check this box if the project is a secondstory addition E] Project Size: Express 2/Standard Large D Major Please complete relevant portion of the Green Building Checklist& attach it to the application or if applicable, Green Building Points Achieved: fa include in Ian set& the sheet index. ***For Office Use Only*** Over-theCounter Revised 07/06/09 , CITY OF CUPERTINO P A I DITION MODEL uhVi No FEE SCHEDULE Quantity Fee ID Fee Description Fee Group Permit Type Sq. Ft DITIONS 1R3SFDADD 1PLLONGRNGR Long Range PL Pl. inglResidential 1 R3 INSP Dwellings Inspections 1 R3PLNCK Dwellings plan check R3REPINSP Dwellings Repeat Ins section 1 R3REPPLNC Dwellings Repeat Plan Check R3HINSP Dwellings Hillside inspection R3HPLNCK Dwellings Hillside plan check R3HREINSP Dwellings Hillside Re I eat Ins section R3HREPLNC Dwellings Hillside Repeat Plan Check 1 R3ALTINSP Dwellings Alternate Materials Inspection R3ALTPLNC Dwellings Alternate Materials Plan Check PCES S Cesspool 1 PPRSEWG Ea, Private Sewage Disposal System PRS EWER Sewers BliSPRINK Lawn Sprinkler/Backflow BPWSVCS Main Water Service BCBSC Cal Bldg Standards B ALL PE IT TYPES Co ission Fee BSEISMICRE SeismicResidential 1REROOFRES Residential Re-roof Each 100 SF CITY OF CUPERTINO 3 ITEMS OF 3 PERMIT RECEIPT OPE"TOR: patg COPY # : 1 Sec : Twp: Rng: Sub: Blk: Lot : APN . . . . . . . . : 36221026 . 00 DATE ISSUED. . . . . . . : 08/03/2009 RECEIPT # . . . . . . . . . : BS000008339 REFERENCE ID # . . . : 09080003 SITE ADDRESS . . . . . : 1144 DERBYSHIRE DR SUBDIVISION . . . . . . : CITY . . . . . . . . . . . . . : CUPERTINO IMPACT AREA . . . . . . : OWNER . . . . . . . . . . . . : ANWAR AWAD ADDRESS . . . . . . . . . . : 1144 DERBYSHIRE DR CITY/STATE/ZIP . . . : CUPERTINO CA, 95014-5072 RECEIVED FROM . . . . : ANWAR AWAD CONT' ACTOR . . . . . . . : TBD - TO BE DETERMINED LIC # 00096 COMPANY TBD - TO BE DETERMINED ADDRESS . . . . . . . . CITY/STATE/ZIP , TELEPHONE . . . . . . . . : FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL 1BCBSC VALUATION 800 .00 1 . 00 0 . 00 1 . 00 0 .00 1BSEISMICR VALUATION 800 .00 0 . 50 0 . 00 0 .50 0 .00 1DOORSTRUC EACH 1 . 00 380 . 00 0 . 00 380 .00 0 .00 TOTAL PERMIT : 381 .50 0 .00 381 . 50 0 . 00 METHOD OF PAYMENT AMOUNT REFERENCE BER CHECK 381 . 50 #794 TOTAL RECEIPT : 381 . 50 L Coss is s'ty Development 10300 Torre Avenue .4' Cup- to CA 95014 Telephone(408) 7773228 CITY OF Fax(408) 7773333 CUPEVINO Building Department JOB ADDRESS: PE IT # • .2.41.7,ntVN.:dt CLApti, el co 1•1 O .D62.3 R'SNA : 6)-Y\ • c PHONE # 6 _S—D ( 1 3 PI GENERAL CONTRACTOR --7.c) FAX # I . not using y subcontractors: Signa e Date Please check applicable subcontractors d complete the folio g info afion: SUBCO RACTOR BUSINESS N A E BUSINESS LICENSE # I Cabinets & work Cern- t F King Elechical Excavation Fencing Floo g: 'et". Lin.ole • / Wood Glass / Gl. g Heating Insulation dscaping La g Masonry Or . • - tal Sheet Metal P. ting/ Wallpaper Paving Plaste • g P1 bing _ - Roofing Septic T. Sheet Metal Sheet Rock Tile ---- • er/C6ntractor e Date ice this is 3. All structural and miscellaneous steel shall comply with ASTM A36. Alt work shall be in accordance with the AISC Specificati the Design, Fabrication and Erection of Structural Steel for Buildings. 4. Welder qualification requirements, welding procedures, etc., shall be according to CBC Standard 2204-1. All welding shall iN certified welders. All butt welds shall be full penetration welds unless otherwise noted on plans. Electrodes shall be E-70 at structural connections. 5. All cold—formed structural steel members shall be in compliance with the specifications for the design of cold—formed steel structural members, the latest edition, and also shall comply with the light gage structural institute and design handbook for Fy=50 KSI for 14 and 16 gauge sections, Fy=33 KSI for 18 and 20 gauge sections. CONTRACTOR RESPONSIBILITY (PER CBC 1706) 1. The Contractor is responsible for notifying the appropriate inspection authority 48 hours in advance of the need for inspectil As suggested in the statement of special inspections. 2. Contractor shall be knowledgeable in residential light frame construction. And is advised that these special inspection in no relieves the contractor from his responsibility to conform to the plans, specifications the California Building Code and any other ordinances in effect. 3. The Contractor shall submit one copy of any and all inspections reports prepared by an independent testing laboratory, building department, and/or geotechnical engineer, to the engineer of record. 4. These plans are distributed with the understanding that conventional framing is an integral part of the structure and any in! that is called out by the special inspections section is required to maintain the validity of the structural plans. (Many details in residential construction are built according to conventional practices and are therefore not detailed in these pl: It is recommended that additional inspections be requested at regular intervals during the curse of construction as these reguk inspections could reduce the amount of demolition and reworking required by possible mistakes, omissions or misinterpretations. LEGEND: = ANCHOR BOLTS E.N. = EDGE NAIL BLK. BLOCK(ING) 0.C. = ON CENTER AKSECTION NUMBER CLR. CLEAR PLY. = PLYWOOD CONC. = CONCRETE P.D.F. = POWDER DRIVEN f SHEET ON WHICH SECTION IS SHOWN = CONCRETE MASONRY UNIT REINF. = REINFORCED(ING) POURED IN PLACE CONCRETE e , . DIA. = DIAMETER RECO. = REQUIRED E.F. = EACH FACE SIM. = SIMILAR EXISTING CONCRETE EW. FACH WAY S.O.G. SLAB ON GRADE ....... _is_ .... .22 x14 _ i-a,Ft 1 ........ _i r. _ ,.....,.. 1 I 1 1 I : CON OF (Et) 1 M.)KING POST Al FIELD TO vERrfrpr . , . Hilo SUPPORT OVER i5EIDOONI 3 1 1 HPR 1 1 1 I , '41( . 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