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Ki ngworks JOB TITLE Hodder Residance Addition <br /> STRUCTURAL ENGINEERS <br /> 600 Dupont St*Ste B JOB No. 19115 SHEET NO. <br /> Bellingham,WA 98225 CALCULATED BY MRS DATE 6/27/19 <br /> 360-714-8260 www.king-works.com CHECKED BY JK DATE <br /> CS15 Ver 2016.01.10 www.struware.com <br /> I, 1.�1 R. /Qv <br /> • n Y�2 1 <br /> 71/ <br /> ASP `G 37388 +- t4� <br /> %(>I/RAt.V14 <br /> Ss/ONAL �� <br /> STRUCTURAL CALCULATIONS <br /> FOR <br /> Hodder Residance Addition <br /> Everett, WA <br /> Code: International Building Code 2015 Risk Category: II <br /> Loads: Floor: <br /> Roof: Isnow= 1.00 <br /> Wind: 110mph/exp B <br /> Seismic: Ss=127.7 %g/S1=48.6%g/SDC=D Ieq= 1.00 <br /> Soils: Basis: IBC Presumptive Values <br /> Allowable Bearing Stress: 1500 psf <br /> Lateral Soil Loads(Active/At Rest): N/A <br /> Description: <br /> Design is for an approximately 270 sf addition,back porch and a front porch modification to the <br /> existing residence.The new addition will be single story with a crawl space and cellar.Foundations <br /> are shallow spread footings and spot footing.Soils are per the IBC presumptive load bearing values. <br /> The lateral system is light framed wood shear walls with sheathing.The new shear walls were <br /> designed to support the entire existing and new structure. <br /> Page Item <br /> 1 Calculations Cover Sheet <br /> 2-7 Code Search <br /> 8-9 Seismic Site Information <br /> 10-19 Lateral Load Calculations <br /> 20-30 Framing Member Calculations <br /> 31-55 Foundation Calculations 1 of 56 <br /> 56 Misc.Hand Calculations <br />