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1722 100th St SW, Everett <br /> Glennbrook stock plans <br /> Structural Calculations <br /> EVV <br /> AL <br /> 1st floor Shear Walls: Perforated shear walls AFPA special provisions.4.3 <br /> Rear Wall: <br /> /1a:=11%=32 Total length of south wall (ft) <br /> "laE:= 0.7•i;aaf+0.7•►2 =83 Uniform seismic load to wall (plf) <br /> 2•/1a <br /> — 0.6.JF,"af+0.6.1V,, —89 Uniform wind load to wall (plf) <br /> la'— 2•11a <br /> 9.5 p1a:_—=0.3 Percent of full-height sheathing <br /> lIa <br /> Coln:=0.49 Capacity adjustment factor <br /> 1)W:=Od•Cala•520=127 Shear wall capacity(plf) <br /> 'vaf =225 Max shear transfer to foundation (plf) <br /> 2.24•Cala <br /> Check Chord Forces atpanels: <br /> w,a:=12./1a•(h1+h2)•pla=1938 Weight of walls above (resists overturning)(Ibs) <br /> Tension/ <br /> TC •- 0.7.0.5.1;aaf•(h1+h2)+0.7.0.5•T2•h1-0.6.0.5•("']a+1,'2az)•l1a _4210 Compression in <br /> la 9.5•Cal. panel chords (Ibs) <br /> f <br /> By:J.Conner, PE,SE <br /> Page 8 <br />