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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> TSE <br /> Engineering <br /> Page: 13 <br /> Endwall Post Footing I P= 2976 lbs Foundation Design <br /> V Diaphragm Restraint per 2018 IBC <br /> Section 1806.3& 1807.3 <br /> w ---> H(ft)=9 <br /> Avg. Spacing (ft)= 12 <br /> Wind Load (p s = 10.0 Iw= 1 <br /> f)— <br /> w(plf)= 120 <br /> Lateral Load Design: <br /> Post Diameter: 0.54 ft. 0.0 cu yd <br /> Foundation Depth: 3.6 ft. <br /> Constrained? YES Depth Required 3.6 ft. <br /> Nonconstrained? <br /> Soil Passive Allowable: 100 psf <br /> Gravity Load Design: DL(psf) = 7 <br /> P= 2976 Ibs Snow Load(psf)= 25 <br /> Foundation Diameter: 2 ft. Purlin Span +overhang(ft)= 13.5 <br /> Foundation Area: 3.1 sf Bay width(ft)= 12 <br /> Bearing Ailowable(Fbrg): 1500 psf IS= 1 <br /> Actual Bearing(fb,y)=P/A= 948 psf Cs= 1 <br /> i <br /> v 10.10-04-5.23.05 <br /> 7"' $� <br /> i <br /> i <br /> i <br /> I <br /> I <br /> ttI <br /> I <br />`I <br /> i <br /> I L City of Everett Permit Review <br /> i EVERETT Status:Approved <br />' 10/11/2023 11:50:19 AM <br /> Page 13 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner <br />