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JOB MARIN RESIDENCE <br />ENGR. EC DATE:JOB NO. 25-199 SHEET NO. <br />TAG:X3 ( 9.75 ft),0.00 ( 0.00 ft) <br />FORCE: <br />WIND GOVERNS <br />F1= kips Load Comb. :0.67 D + W <br />SDS : 1.03 <br />SHEAR STRESS <br />X3 :L1= ft v= lbs = plf <br />0.00 :L2= ft ft <br /> <br /> <br />Ltotal= ft <br />OVERTURNING <br />height= 16.00 ft <br /> <br />MOT= x x 16 = k-ft <br /> <br />ROOF: psf x ft = plf h/w= 1.64 OK <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 PLF <br />MR= x 9.75 ^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 />2.53 <br />9.75 2527 259 <br /> 40.4 <br />Tributary <br />9.75 <br /> <br />16 <br />106 <br />0.00 9.75 <br /> <br /> <br /> <br />9.75 <br />2.97 <br />WALL:X3 <br />2.53 9.75 <br />T= <br />3.08 <br />256 <br />362 <br />40.4 <br />HDU2Tallow= <br />June 10, 2025 <br />9.75 <br />0.362 17.22 <br />Unit load <br />25 <br />17.22 <br />4 <br />16