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WIND LOAD BASE SHEAR-MWFRS <br /> TRANVERSE DIRECTION-LOAD CASE A <br /> Roof Pitch= 4 /12 8= 18.4 deg a <br /> Cif <br /> 2a= 6 ft <br /> j . <br /> f <br /> Aroof= 182 sf Aroof,e= 20 sf Vertical Projection ; fit, <br /> Ar,wall= 112 sf Ar,wall,e= 12 sf ?) 1 — <br /> A2,roof= 0 sf A2,roof,e= `0 sf Vertical Projection �- fij <br /> A2,wall= 0 sf A2,wall,e= 0 sf 1 --'1>+ t;'1, <br /> P2= -19.4 psf P2e= 27.9 psf _.T.: .. I ---i4' <br /> P3= -12.3 psf P3e= -15.9 psf ' L1 <br /> P1,4= 15.4 <br /> psf P1,4e= 23.2 psf <br /> Froof= 1.8 kips NEGLECT NEGATIVE WIND FORCE ON ROOF <br /> F2= 0.0 kips <br /> Vwind= 1.8 kips <br /> Vallow= 1.1 kips (0.6W) <br /> LONGITUDINAL DIRECTION -LOAD CASE B `4.',, <br /> Roof Pitch= 4 /12 8= 18.4 deg , "` 1 ` , <br /> a= 3 ftce1. Al° re <br /> .._ - <br /> Aroof= 0 sf Aroof,e= 0 sf Vertical Projection y <br /> Y <br /> Ar,wall= 192 sf' Ar,wall,e= 24 sff <br /> A2,roof= 0 sf A2, roof,e= 0 sf Vertical Projection ....o.. ... <br /> A2,wall= 0 sf A2,wall,e= 0 sf LAI <br /> P2= -19.4 psf. P2e= -27.9 psf <br /> P3= -12.3 psf P3e= -15.9 psf <br /> P5,6= 15.4 psf P5,6e= 23.2 psf <br /> Froof= 3.1 kips NEGLECT NEGATIVE WIND FORCE ON ROOF <br /> F2= 0.0 kips <br /> Vwind= 3.1 kips <br /> Vallow= 1.9 kips (0.6W) <br /> NOTE:TORSIONAL LOAD CASE NOT REQUIRED FOR LIGHT-FRAME BUILDINGS 2 STORIES OR LESS IN HEIGHT <br /> project 2603E GRAND AVE by BJW sheet no. <br /> Ati4COFFFvIAN location EVERETT,WA date 5/16/2018 <br /> NGINEE <br /> R S client check job no. <br /> topic WIND BASE SHEAR date 180979 <br />