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TSE <br /> Engineering <br /> Page: <br /> P= 2100 lbs Foundation Design <br /> 108 lbs Z y per 2015 IBC <br /> CS > Tr Wj <br /> H(ft)=14 <br /> // <br /> Lateral Load Design <br /> Foundation Diameter: 0.6 ft. 0.0 cu yd <br /> Foundation Depth: 3.3 ft. <br /> Constrained? YES Depth Required 3.3 ft. <br /> Nonconstrained? <br /> Soil Passive Allowable: 150 psf <br /> Gravity Load Design Dead Load(psf) = 3 <br /> P= 2100 lbs Snow Load(psf) = 25 <br /> Foundation Diameter: 1.5 ft. Span + overhang (ft)= 20 <br /> Foundation Area: 1.8 sf Bay width(ft)= 7.5 <br /> Bearing Allowable(Fb-g): 2000 psf <br /> Actual Bearing(fbr9)=P/A= 743 psf <br /> v 10.10.04-5.23.05 <br /> IOC"( <br /> �, i loll f---46°t (N <br /> (AT 0w �) <br />