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JOB MARIN RESIDENCE <br />ENGR. EC DATE JOB NO. 25-199 SHEET NO. <br />height= 9.00 ft <br />MOT= x x 9 = k-ft <br />ROOF: psf x ft = plf h/w= 1.80 OK <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 PLF <br />MR= x 5.00 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.46 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />height= 9.00 ft <br />MOT= x x 9 = k-ft <br />ROOF: psf x ft = plf h/w= 2.40 WSP Factor= 0.95 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.95 = PLF <br />MR= x 3.8 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.46 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />HDU2 <br /> <br />6.2 <br /> <br />0.325 <br />Y6 <br />25 181 <br />2.84 5.00 <br />20.75 <br />144 <br />WALL: <br />16 9 <br />7 <br />Tallow=3.08 <br />4.07 <br />5.00 <br />6.2 <br />June 10, 2025 <br />Unit load Tributary <br />325 <br />4.07 <br />T= <br /> <br />WALL:Y7 <br />2.84 3.75 <br />0.86 <br />4.6 <br /> <br />144 <br />25 7 181 <br />20.75 <br />Tributary <br />Tallow=3.08 <br />0.325 2.29 <br />T= 4.6 <br />HDU2 <br />0.952.29 <br />3.75 <br />325 <br />Unit load <br />16 9 <br />323 <br />PER SDPWS, SEC. 4.3.4: