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01010010 (2) CITY OF CUPEWFINO BUILDING DIVISION PERMIT �X-ONTRACTORINFORMATIQN i BUILDING ADDRESS: PERMIT NO.0 10 10 0 10 20967 FAIRWOODS CT WNER's NAME: PERMI Cr ISSUEDATE GRELLI VINCENT S AND SANDRA L 01/03/2001 HONE: SANITARY NO. CONTROL NO. ARCHITECTIENGINEER: BUILDING PERMIT INFO BLDG ELECT PLUMB MECH lou LICENSED CONTRACTOR DECLARATION Job Description � ❑ 1 hereby affirm mat I am liccn¢d under provisions of Chapter 9(commencing iW with Section 0000)of Division of the Business and Professions Code,and my license is ?cow in ren fame and ellen. REMODEL a lj2 Liccnm Clan Lic,a ' con tor a F W Date used as public C ARCHITECTS DECLARATION C W U 1 understand my plans shall be used as public recnNs say Licensed Professional 's j OWNER-BUILDER DECLARATION a0 I hereby reaso .(Sect on 11, exempts an the Contractor's :Any c Law for ret j p o following reason.Permit t 7 omary Business and Professions Crede:Any city s county <$ which its bou a,also to rneuwn,alcor,improve,de Permit t file repair any atmnure e,0 0 0 prions its ceased pursuant to theres the eppli or true Contractor's icense ned aw(Chapt chi Ei0 that he islicenudpursuamlolhepmvisin,uofineContractur'sLicenuLaw(Chapmr9 Sq. Ft.Floor Area Valuation sl- (commencing wi th Section 700p)Of Division 3 of the Business and Prefusubms Code)or ea,5 S that he is exempt therefrom and the basis for the alleged exemption.Any vinlauon of 35913114 . 00 Section 7031.5 by I,applicantfar apm.it subjects me appliantlo a civil penally of APN Number Occupancy Type not more man five hundred dollars o50W. P y yp ❑I.is owner of the propcity.or my employees with wages as Meir some compensation, will do the work,and the swctum is not intended or offered for sale(Sec.7044,Business and Protections Cndc:The Canuactori Licence Law does not apply to an owner of Required Inspections property who builds or improves thereon.and who docs such work omself or through his awn employees,provided matsmh improvements arc not intended m offered for sale.It, however.the building or improvement is sold within one year of completion,the owner- builder will haus the burden of proving that he did not build or improve for p rout of salt.). ❑I,as awrim m me propcny,am exclusively contracting with licensed contractors to constant the pmjcct(Sec.7044,Business and Professions Care:)The Contractors Li- mom law does not apply to an owner of progeny who builds or improves themon,and who contracts for such projects with a contraaar(s)licenudp rmantio BE,Comracmrs License Law. Cl I sm exempt under Sec. ,B h P C far this mason Date WORKER'S COMPENSATION DECLARATION 1 hereby affum under penalty of perjury rum of the fallowing declarations: I have and will maintain a Cenlfice¢of Consent to m1pinsum for Worker's Cumpen- ution,az provided for by Section 37M of Be Labor Cod,for the performance of the work for which this permit is issued. Q 1 have and will maintain Worker's Compensation Insurance,Is required by Section 37110 of the Labor Code,for the performance of the work for which this permit is issued. My Worker's Compensation Insurance carrier and Policy number am: Carder. Pel icy No.: _ CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - (This section need at he completed if tit permit u form=hundred dollars(Slam) less.) I terry that in the performance of me work for which this permit is issued.I shall not employ any person in any manner so as m become subject to be Wofkeri Compensation Laws of California.Data Applicant NOTICE TO APPLICANT:If,at mr making this Cenilicate of Exemption,you should Became subject to the Worker's Compensation previsions or me Labor cad,you must � ,Z fonnwim comply with such provisions or this permit shun be deemed revoked. zCONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency far dm performance of D: Be work for which this permit is issued(Sec.3047.Civ,C.) Lsndcr's Name lender's Address ;J C) 1 ornify that 1 have read this application and same that the above information is Pcorrect I agree to comply with all city and county ordinances and slate laws relating to �U building constmction,and hereby authadre mpresenmtives of this city to enter upon me Jnvcmenudgm prep rust for Inspection ues pur,which ms. H y (We)agree to save,indemnify and keep harmless the City of Cupertino against N liabilities.judgments,costs and expenseswhichmay in anyway accmc against said City Uz in eonuyuence of the Emming of this permit. APPLICANT UNDERSTANDS AND WILL COMPLY WITH ALL NON-POINT Issued by: Dale SOURCE REGULATIONS. Signature of AppBcanVContracmr Date Re-roofs HAZARDOUS MATERIALS DISCLOSURE Type of Roof Will the applicant of rutero building mcupan Imre nr handle harsrdous material as defined by the Cupertino Municipal Cade.Chapter 9.12,and the Health and Safety Code,Section 25532(a)? ❑Yns C3 No All roofs shall be inspected prior to any roofing material being installed. Will mea beans or future building mea ant use equipment If a roof is installed without first obtaining an inspection,I agree to remove nn s p a tat devices a men g P emit horardnus air contaminants u JcOncJ by the Bay Arca Air Quality Management District? all new materials for inspection. ❑Yes No 1 have mad me hvardnus materials uyuirtnumb,coder Chapter 6.95 of me Califor- nia Health A Safety Code.Seeurns]5505.25533 and 25534.1 undceuand Broadcast building does not comically have a Roam,mat it u my responsibility m notify the accupme of the moci aremtwhichmoltbemetpoortoissuanceoraCerd6camofOccupancy. Signature of Applicant Date Owner or mantubcd agent Date - All roof coverings to be Class "B" or better • C P RlNRD ��ol/F0. �ATf C C�DfS ANS THE Cm, r t�NfG f O_ o RDINANCcS Sol ^j sOf7 PoIUS) c'i L1: CI ft P P 0 �HD,` �"' ''`Masi teratioq Qt; P r1''c /:carr/:/•. TM .y �l Ex r i y cg o n D = i'4xl2 HDR O i D £ • NA N x 0 P N Xm r F- E:] m { m n A N O N m 00 n n K X10 _ v an 01G ` <m Tl Z inter d o � n Z. 0 O m �i5iCJ O C � H a MHA CONSULTING ENGINEERS 0010°°' 1623 WRIGHT AVENUE, SUNNYVALE CA 94087 * -o 408-735-1524, 408-733-1548 FAX c mhaeng®home.com CIVIL 'SOF MHA Consulting Engineers Page:—FB 1 1623 Wright Avenue 2930 Fairwods • Sunnyvale Ca 94087 Date: 1/8/01 408-735-1524 CEILING JOIST LOADS Ib FRAMING 2.0 psf ft Psi:= Ib ceiling board 2.0 int INSULATION 1.5 MECH & FIXTURES 0.5 Ib 6.5 PSF ft pb :=900 psi OF#2 Fv :=95 psi E 1600000 psi Fbl := 1200-psi DF#1 & Btr CEILING JOISTS 2x6 @ 16" OC • L:= 16ft w:= 1.33 ft•6.5-psf w= 8.6451bf1 z M :=W. M =276.6416 fl 8 Sr:= M Sr =3.207 in 1.15 Fb 2x10 @ 16 O.C. Sx= 7.56 in3 A=8.35 in2 I:=20.8-in 4 a 6 :=0.0302-w. L S =0.888 in L =216.117 E-1 6 Deflection just OK • MHA Consulting EngineersNN Page:_FB 2 1623 Wright Avenue 2930 Fairwoods • Sunnyvale Ca 94087 Date: 1/8/01 408-735-1524 To convert ceiling attic space to residential storage space above breakfast area FLOOR BEAMS 2nd Floor over breakfast area existing 2x12 FLOOR JOIST LOADS FRAMING 2.5 Floor Sheath 2.5 INSULATION 1.5 MECH & FIXTURES 0.5 FINISH 2.0 DL 9 PSF LL 40 PSF UBC table residential storage • Use 50 PSF Existing joists over Breakfast area 2x12 @ 16"OC 3/4"sheath L:= 10.0 w 1.33-ft-50-psf w=66.5 lb ft.i 112 M :=w•— M = 831.25lbft 8 Sr:= M Sr= 9.638 in3 1.115-17b 2x12 @ 16 O.C. Sx= 31.64 in3 A=16.88 int EXISTING JOISTS ADEQUATE CHECK 2X8 (or 2x6 @ 16"OC ) over patio area behind breakfast L:=6•ft w:= 1.33-ft-50-psf w=66.51bft1 • 2 M :_wM = 299.2516ft 8 Sr:= MSr = 3.47 ink 2x6 joists OK Sx=7,56 in3 I.IS-Fb • MHA Consulting EngineersNN Page: FB 3 1623 Wright Avenue 2930 Fairwoods • Sunnyvale Ca 94087 Date: 1/8/01 408-735-1524 Check header over 6 ft wide door below new storage area w:= 16 ft.50-psf w=400 lb ft-] L:=6.ft 2 LZ M :=w.— M = 1.8x 10 3 IbR R :=w. L 3— R = 1.2x 10 Ib 8 2 M Sr:= Sr= 20.87 int 1.15 Fb Ar:= I.S R Ar= 18.947 int Existing Headers are 4x12 Sx= 73.82 in3 A= 39.38 int OK Fv • W wl Check rim joist 4x10 at Roof edge RL L RR I':= 10-R wl :=6.ft.50•psf wl = 1501b8 I new floor loads 2 w2:= 10•ft.35-psf w2= 175 lb ft-] existing roof load 2 LZ LZ M :=wl-- + 0,1283.w2•— M = 2.998x 103lbft RR:=w2 L + wl.L 8 2 3 2 M RR= 1.333 x 10116 Sr:_— Sr =39.968 in3 pb Ar := 1.5.RR— Ar =21.053 in • hV Existing 400 rim joist Sx=49.91 in3 A= 32.38 in2 OK MHA Consulting Engineers Page: FB 4 1623 Wright Avenue 2930 Fairovoods Sunnyvale Ca 94087 Date: 1/8101 408-735-1524 Check load to patio post assume 4X4 P:=6•z.10.2.(50-psf+ 35-pst) P= 1.275 x 103111 COLUMNS Columns Capacity Calculations 9 ft plate height 4x4 Column Ib Ke:= 1.0 le:= Ke-9-R psi:=— d :=3.5•in b ;=3.Sin z Fc':= 1300•psi in F.':= 1600000-psi c':=0.8 FcE:=0.3• I + — FCE Fc1 I + r�¢ Fc:= Fc'. 2-c' 2-cc e' Fc=455.09 psi Pall:=Fc•b-d Pall = 5.575 x 103111 > P OK HEADER OVER DOOR OPENING between Bedroom 3 and store area/attic L:=5.2.R w:= 15-ft•35•psf w=262.5lbftI 2 ' z M :=w M = 887.25 Ib R 8 Sr:=M Sr = 11.83 in 4x12 Header OK Sx = 73 in3 Fb • Wall opening is not designated as shear wall in original drawings but is plywood sheathed 3/8" CDX Do not have to consider lateral loading but provide ST6224 straps over header to provide positive connection for any drag forces