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JOB MARIN RESIDENCE <br />ENGR. EC DATE:JOB NO. 25-199 SHEET NO. <br />TAG:X4 ( 6.00 ft),X5 ( 16.00 ft) <br />FORCE: <br />WIND GOVERNS <br />F1= kips Load Comb. :0.67 D + W <br />SDS : 1.03 <br />SHEAR STRESS <br />X4 :L1= ft v= lbs = plf <br />X5 :L2= ft ft <br /> <br /> <br />Ltotal= ft <br />OVERTURNING <br />height= 11.25 ft <br /> <br />MOT= x x 11 = k-ft <br /> <br />ROOF: psf x ft = plf h/w= 1.88 OK <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 PLF <br />MR= x 6.00 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.67 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />height= 17.00 ft <br />MOT= x x 17 = k-ft <br /> <br />ROOF: psf x ft = plf h/w= 0.70 OK <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 PLF <br />MR= x 16.00 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.67 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />SHEARWALL CALCULATIONS <br />2.30 <br />6.00 2297 104 <br /> 7.0 <br />Tributary <br />22.00 <br /> <br />11 <br />58 <br />16.00 22.00 <br /> <br /> <br /> <br />22.00 <br />28.40 0.01 <br /> <br />0.70 <br />WALL:X4 <br />2.30 6.00 <br />T= <br />58 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />180 <br />238 <br />28.40 <br />X5 <br />7.0 <br />Tallow=3.08 <br />T= <br />25 <br />42.27 <br />HDU2Tallow= <br />16 17 272 <br />HDU2 <br />330 <br />0.330 42.27 <br />June 10, 2025 <br />16.00 <br />2 <br />22.00 <br />6.00 <br />2.30 <br />0.238 4.29 <br />Unit load <br />25 <br />16.00 <br /> <br />4.29 <br />2 <br />16