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TSE <br /> Engineering <br /> Page: <br /> P= 1932 lbs Foundation Design <br /> 532 lbs Z 0 per 2015 IBC <br /> c ) 1107r • d/("I <br /> H(ft)=14 <br /> I/ <br /> Lateral Load Design <br /> Foundation Diameter: 1 ft. 0.1 cu yd <br /> Foundation Depth: 4.7 ft. <br /> Constrained? YES Depth Required 4.7 ft. <br /> Nonconstrained? <br /> Soil Passive Allowable: 150 psf <br /> Gravity Load Design Dead Load(psf) = 3 <br /> P= 1932 lbs Snow Load(psf) = 25 <br /> Foundation Diameter: 1.5 ft. Span + overhang (ft)= 23 <br /> Foundation Area: 1.8 sf Bay width(ft)= 6 <br /> Bearing Allowable(Fbrg): 2000 psf <br /> Actual Bearing(fbr9)=P/A= 684 psf <br /> v 10.10.04-5.23.05 <br /> A\j1$ x i Ot t> r r N(7 <br /> 44- co S <br />