Laserfiche WebLink
TSE <br />Enylnw►!ny <br />� <br />p= 2964 Ibs <br />� o�evnracm a.saMm <br />� <br />w � H(ft)=10 <br />� <br />(� <br />� Bay Width (ft)= 12 <br />Wind Load (ps�= 10.0 <br />� W(P�= 120 <br />Lateral Load D�sian: � <br />Post Diameter: 0.54 tt. o.o a yd <br />Foundation Depth: 4 ft. <br />Constrained? YES Depth Required <br />NonconsUained? <br />Soil Passive Allowable: 150 psf <br />Gnvkv Load Dssian: <br />P= 29641bs <br />Foundation Diameter: 1.5 ft. <br />Foundation Area: 1.6 sf <br />Bearing Albwable(F„o): 2000 psf <br />Actual Bearing(f„�)=PlA= 1678 psf <br />. �o ia a-s z3 ns <br />.. . . . . . � . . ... .� . ._ . ._ _ _ _. ": i .% : r"i ::. <br />Foundation Design <br />per 2009 IBC <br />Section 1806.3 81807.3 <br />Iw= 1 <br />3.1 ft. <br />DL(ps�= 6 <br />Snow Load(ps� = 25 <br />Span + overhang(ft)= 19 <br />Bay width(ft)= 12 <br />Is= 0.8 <br />Cs= 1 <br />