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TSE <br /> Engineering <br /> . Page: tV <br /> P= 3864 lbs Foundation Design <br /> 532 lbs Z v. per 2015 IBC <br /> C t ?o5r Foom ` <br /> H(ft)=14 <br /> Ai / /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= 3864 lbs Snow Load(psf) = 25 <br /> Foundation Diameter: 1.5 ft. Span + overhang (ft)= 23 <br /> Foundation Area: 1.8 sf Bay width(ft)= 12 <br /> Bearing Allowable(Fbrg): 2000 psf <br /> Actual Bearing(fbrg)=P/A= 1367 psf <br /> v 10.10.04-5.23.05 <br /> int( Al or Q( <br /> Per ti06w 5 <br /> (y/....227)" <br />