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�C�� la--0(�-� <br /> RODerI Reed <br /> A R C H t T E C T <br /> � i � ' 1 '� li ��� �>«.� ,, c,,, l,�� <br /> STEPHENS RESIdENCE <br /> Projed No.:08.071 <br /> Building Permil Suhmission: 12.52.OF3 <br /> Structural Calculations <br /> Roof Load: 10 PS1=(DL) + 25 PSF (LL)=35 PSF <br /> Floor Load: 10 PSF (DL)+q0 PSF(LL)=50 PSF <br /> Wall Load(6Aenor): 15 PSF (DL) <br /> Wall Load(Interior): 10 PSF(DL) <br /> Wind Load: 85 MPH, Cxposun��(Per R301.2.1.4(2)J <br /> Seismi�. D� <br /> Ground Snow: 20 PSF <br /> Geo�ech: 2000 PSF allowable soil bearing pressure(Per Table R401.4.1] <br /> Concrete: Pc=30CA PSI,5-1/2 sack miz, air entrained, max. 5"slump <br /> �Per fi402.2 8 Table R4022,moderate weathering poleNial] <br /> Reintorcing Steel: GraAe 40 wl min. wver per ASI 318[Per R404.4.4.6.1] <br /> Wood Joists(2X): DF�t2, Fb=900 PSI,Fv= 180 PSI <br /> Wood Beams(4X): DFN2, Fb=900('SI,Fv= 180 PSI <br /> Wood Beams(6X): D�#1, Fb= 1350 PSI, Fv= 170 PSI <br /> Engineered Joists: �esi�n values per manu(aclurer—see attached <br /> Engineered Beams: Design values per manufaclurer—see attached <br /> Shealhing: .APA rated panels,exposure 1 <br /> Roof:5/8"nominal w/40/20 span rating <br /> Wall: 12"nominal w/24/0 span�ating <br /> Floor:314"nominal w/48l24 span rating <br /> Conncctnrs: Simpson Strong-Tie as noted <br /> 4]09 Olymp¢Oouiamm <br /> EvaMt Wasmn3 on 3d:C3 <br /> . �75.519.7076 <br /> d15.319.70]5 <br /> mocn[rP,rrc0.rm�rc:mm <br /> wn noe0archdc_I c��m <br />