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• S <br /> • JARNOT ENGINEERING, INC. JOB BURNS GARAGE 14-0G-110 <br /> 25414127th St. SE SHEET NO. 5 OF <br /> MONROE, WA 98272 <br /> PH. (360) 863-1831 CALCULATED BY DATE <br /> FAX (360) 863-1481 CHECKED BY DATE <br /> SCALE <br /> LINE I <br /> E= 0.49 p= I .0 TYPE: P <br /> W= 0.75 <br /> WMIN= 1.05 <= <br /> V= 1050 L= 14.0 h= 9 <br /> v= 75 <br /> AB: v= 75 <190 I/2" AB @ 48" oc <br /> ve=E/L= 35 <230 WALL TYPE I A <br /> vw=W/L= 75 <br /> Design=0.7 I v= 53 <230 <= WALL TYPE I A <br /> TOT_E=veH= 0.31 <br /> Tor-w=vwH= 0.68 OK- No Holdowns Read <br /> Short Segment shearwalls (<2:I aspect ratio for seismic loads) <br /> Ln h E L v h/2w 110E5 <br /> 4 9 0.49 14.0 35 I . 13 39 <230 WALL TYPE I A <br /> LINE 2 <br /> E= 0.49 p= 1 .0 TYPE: P <br /> W= 0.75 <br /> WMIN= 1.05 <_ <br /> V= 1050 L= 20.0 11= 9 <br /> v= 40 <br /> AB: v= 40 < 190 1/2" AB @ 48"oc 4 <br /> ve=E/L= 19 <230 WALL TYPE I A. <br /> vw=W/L= 40 <br /> Design=0.7 I v= 29 <230 <= WALL TYPE I A <br /> ToT_E=veH= 0. 17 <br /> ToT-w=vwH= 0.30 OK- No holdowns Recta <br /> ,.., -- hreal-Bum,Garage <br />