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JOB MARIN RESIDENCE <br />ENGR. EC DATE:JOB NO. 25-199 SHEET NO. <br />TAG:X1 ( 9.25 ft),X2 ( 3.25 ft) <br />FORCE: <br />WIND GOVERNS <br />F1= kips Load Comb. :0.67 D + W <br />SDS : 1.03 <br />SHEAR STRESS <br />X1 :L1= ft v= lbs = plf <br />X2 :L2= ft ft <br /> <br /> <br />Ltotal= ft <br />OVERTURNING <br />height= 9.00 ft <br /> <br />MOT= x x 9 = k-ft <br /> <br />ROOF: psf x ft = plf h/w= 0.97 OK <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 PLF <br />MR= x 9.25 ^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= 10.75 ft <br />MOT= x x 11 = k-ft <br /> <br />ROOF: psf x ft = plf h/w= 2.77 OK <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 PLF <br />MR= x 3.25 ^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 />0.59 <br />9.25 593 47 <br /> 3.9 <br />Tributary <br />12.50 <br /> <br />9 <br />106 <br />3.25 12.50 <br /> <br /> <br /> <br />12.50 <br />1.66 0.29 <br /> <br />0.00 <br />WALL:X1 <br />0.59 9.25 <br />T= <br />33 <br />0.00 <br />Unit load <br />WALL: <br />Tributary <br />144 <br />250 <br />1.66 <br />X2 <br />3.9 <br />Tallow=3.08 <br />T= <br />25 <br />1.08 <br />NOTallow= <br />16 11 172 <br />HDU2 <br />205 <br />0.205 1.08 <br />June 10, 2025 <br />3.25 <br />1 <br />12.50 <br />9.25 <br />0.59 <br />0.250 10.71 <br />Unit load <br />25 <br />3.25 <br /> <br />10.71 <br />4 <br />16