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1722100th St SW, Everett <br /> Glennbrook stock plans <br /> KEV <br /> Structural Calculations <br /> EKU1j11EW <br /> AL <br /> 1st_floor Shear Walls: Perforated shear walls AFPA soecial orovishns 4.3 <br /> Rear Wall: <br /> lla:=wb=32 Total length of south wall (ft) <br /> VIaE:= =83 Uniform seismic load to wall (plf) <br /> 2.11a <br /> vla:= =89 Uniform wind load to wall (plf) <br /> 2•11a <br /> 9.5 <br /> PL'= Ila =0.3 Percent of full-height sheathing <br /> - <br /> Cal,,:=0.49 Capacity adjustment factor <br /> V.:=Od•Cal.•520=127 Shear wall capacity(pif) <br /> 0.7•Vraaf+0.7•V, <br /> vlam—.— =225 Max shear transfer to foundation (plf) <br /> 2.24•C.la <br /> Check Chord Forces at panels: <br /> 12•11.•(hl+h,)•pl,,=1938 Weight of walls above (resists overturning) (Ibs) <br /> 0.7.0.5•V,na f•(h1+h,)+0.7.0.5•V,•hl—0.6.0.5•(wla+w,a,)•Il,, Tension/ <br /> TCI.:= =-4210 Compression in <br /> 9.5•Cala panel chords (Ibs) <br /> By:J. Conner, PE,SE <br /> Page 8 <br />