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1722 100th St SW, Everett <br /> Glennbrook stock plans <br /> Structural Calculations <br /> KEVIEW ti <br /> TRUCTURAL <br /> 1st floor Shear Walls P rforated shear walls AFPA special provisions.4.3 <br /> Rear Wall: <br /> I la "b=32 Total length of south wall (ft) <br /> '= <br /> 0.7• ;nof+0.7•V2 _83 Uniform seismic load to wall (plf) <br /> �'laE 2•11" <br /> 0.6•IVrroof+0.6•If f2 =89 Uniform wind load to wall (plf) <br /> 2•Ila <br /> 9.5 _0.3 Percent of full-height sheathing <br /> pin°_-- <br /> Ila <br /> Com:=0.49 <br /> Capacity adjustment factor <br /> Vw:=Oa•Cola•520=127 Shear wall capacity(plf) <br /> 0.7•V,.aof+0.7•I z =225 Max shear transfer to foundation (plf) <br /> I'lornnr°= 2.24•Cola <br /> Check Chord Forces at panels: <br /> „lla:=12•/la•(Ill+h2)•pla=1938 Weight of walls above (resists overturning)(Ibs) <br /> Tension/ <br /> 0.7.0.5•I;nof•(h!+h2)+0.7.0.5•I z•hl—0.6.0.5 +"'20)•Ila _4210 Compression in <br /> TCIa:= 9.5•Cola panel chords (Ibs) <br /> By:J.Conner, PE,SE <br /> Page 8 <br />