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JOB MARIN RESIDENCE <br />ENGR. EC DATE:JOB NO. 25-199 SHEET NO. <br />TAG:Y1 ( 2.75 ft),Y2 ( 3.25 ft),Y3 ( 3.50 ft),0.00 ( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1= kips Load Comb. :(0.6-.14SDS) D + E <br />SDS : 1.03 <br />SHEAR STRESS <br />Y1 :L1= ft v= lbs = plf <br />Y2 :L2= ft ft <br />Y3 : L3= ft <br />0.00 : L4= ft <br />Ltotal= ft <br />OVERTURNING <br />height= 9.00 ft <br />MOT= x x 9 = k-ft <br />ROOF: psf x ft = plf h/w= 3.27 WSP Factor=0.84 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.84 = PLF <br />MR= x 2.75 ^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= 2.77 WSP Factor= 0.90 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.90 = PLF <br />MR= x 3.25 ^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 />325 <br /> <br />307 <br />HDU2 <br />9.50 <br /> <br /> <br /> <br />286325 <br />HDU2 <br />PER SDPWS, SEC. 4.3.4: <br /> 271 <br /> <br />PER SDPWS, SEC. 4.3.4: <br />9.50 <br />June 10, 2025 <br />725 <br />TributaryUnit load <br />3.25 <br />3.50 <br />2.58 <br />SHEARWALL CALCULATIONS <br /> <br />2578 <br />0.325 <br />9.50 <br />Y1 <br />2.24 <br />2.75 <br />0.00 <br />2.207.94 1.72 <br />T= <br />Tallow= <br />6.7 <br />3.08 <br />WALL: <br />0.325 <br />16 <br />2.58 <br />2.75 <br />2.75 <br />1.23 <br />1.23 <br />9 <br />6.7 <br /> <br /> <br />181 <br />144 <br />9.50 <br />Unit load Tributary <br />7.94 <br />3.25 <br />181 <br />16 <br />25 <br />9 <br />3.25 <br />1.72 <br />WALL:Y2 <br />2.58 <br />144 <br />7 <br />Tallow=3.08 <br />T=