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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> TSE <br /> Engineering <br /> Page: <br /> Sidewall Post Footing P= 5184 Ibs Foundation Design <br /> V Diaphragm,Restraint per 2018 IBC <br /> --� Section 1806.3& 1807,3 <br /> w --i> H{ft}=9 <br /> --� Say Width (ft)= 12 <br /> Wind Load s 10.0 Iw= 1 <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= 5184 Ibs Snow Load(pst = 25 <br /> Foundation Diameter: 2.25 ft. Truss Span +overhang(ft)= 27 <br /> Foundation Area: 4.0 sf Bay width(ft)= 12 <br /> Bearing Allowable(Fb,g): 1500 psf Is= 1 <br /> Actual Bearing(fbrg)=PIA= 1304 psf Cs= 1 <br /> v 10.10.04-5.23,05 <br /> i <br /> I <br /> I <br /> I <br /> i <br /> i <br /> I <br /> i <br /> L City of Everett Permit Review <br /> EVERETT Status:Approved <br /> 10/11/2023 11:50:19 AM <br /> jPage 12 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner <br />