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TSE <br />Engineering <br />P= 4554 Ibs <br />� Diaph2qm Ratraint <br />� <br />�y � H(ft)='10 <br />� Bay Width (ft)= 12 <br />� Wind Load(ps�= 10.0 <br />� N'�P��= 120 <br />Late►al Load Desian: � <br />Post Diameter. 0.54 ft. o.o cu ya <br />Foundation Depth: 4 ft. <br />Constrained? YES Depth Required <br />Nonconstrained? <br />Soil Passive Allowable: 150 psf <br />Grovkv Load Desian: 1. <br />F= Y55-^.Itls <br />Foundation Diameter: 2 ft. <br />Foundation Area: 3.1 sf <br />Bearing Allowable(F�): 2000 psf <br />Actual Bearing(fbro)=P/A= 1450 psf <br />v ID 10 pl-5 P3 OS <br />Foundation Design <br />per20091BC <br />Section 1806.3 & 1807.3 <br />3.1 ft. <br />Snow Load(ps� = 25 <br />Span + overhang(ft)= 33 <br />Bay width(ft)= 12 <br />1= 0.8 <br />Page: �Q <br />