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JOB      <br />ENGR.     EC JOB NO.     24‐101 SHEET NO. <br />TAG:Y2 ( 3.25 ft),Y3 ( 4.50 ft)              <br />FORCE: <br />SEISMIC GOVERNS <br />F2= kips Load Comb.(0.6‐.14SDS)D + 0.7 E  <br />SHEAR STRESS <br />Y2 :L1= ft v= lbs = plf     <br />Y3 :L2= ft ft <br />         <br />          <br />Ltotal= ft         <br />OVERTURNING <br />height= 8.00 ft <br />MOT= x x 8 = k‐ft           <br />  <br />ROOF: psf x ft = plf h/w= 2.46 WSP factor = <br />WALL: psf x ft = plf <br />w = plf Vallow=340 x 0.94 = PLF <br />MR= x 3.25 ^2/2 = k‐ft USE: <br />TYPE 6 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />height= 8.00 ft <br />MOT= x x 8 = k‐ft      <br />ROOF: psf x ft = plf h/w= 1.78 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=340 PLF <br />MR= x 4.50 ^2/2 = k‐ft USE: <br />TYPE 6 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D.MST48 <br />T= 6.53 1.60 1.29 <br />4.50 <br />Tallow=3.21 <br />1.41 4.50 <br />158 <br />  <br />7.75   <br />Unit load Tributary <br />6.53     <br />15 2 30 <br />  <br />0.158 1.60 <br />16 8 128 <br />MST48 <br />WALL:Y3 <br />3.25 <br />Tallow=3.21 <br />0.83 1.33 <br />128 <br />158 <br />0.158 0.83 <br />16 8 <br />WALL:Y2 <br />1.41 <br />T= 4.7 <br />Tributary PER SDPWS, SEC. 4.3.4: <br />0.94 <br />  <br />7.75 <br />3.25 4.7 <br />4.50 7.75 <br />  <br />SANCHEZ RESIDENCE <br />SHEARWALL CALCULATIONS‐LEVEL 2 <br />1.41 <br />3.25 1405 181 <br />320 <br />15 2 30 <br />7.75 <br />Unit load