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JOB MARQUEZ RESIDENCE <br />ENGR. EC DATE:JOB NO. 24-351 SHEET NO. <br />TAG:Y1 ( 4.00 ft),Y2 ( 6.00 ft),Y3 ( 4.00 ft),0.00 ( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1= kips Load Comb. :(0.6-.14SDS) D + E <br />SDS : 1.02 <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= 10.00 ft <br />MOT= x x 10 = k-ft <br />ROOF: psf x ft = plf h/w= 2.50 WSP Factor=0.94 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.94 = PLF <br />MR= x 4.00 ^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= 10.00 ft <br />MOT= x x 10 = k-ft <br />ROOF: psf x ft = plf h/w= 1.67 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 />- 0.46 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />T= <br />Tallow=3.08 <br />WALL:Y2 <br />1.93 <br />160 <br />1 <br />Unit load Tributary <br />8.29 <br />6.00 <br />10 <br />16 <br />15 <br />10 <br />6.00 <br />3.06 <br />1.36 <br />1.36 <br />10 <br />5.5 <br /> <br /> <br />10 <br />160 <br />14.00 <br />T= <br />Tallow= <br />5.5 <br />3.08 <br />WALL: <br />0.170 <br />16 <br />1.93 <br />4.00 <br />4.00 <br />1.158.29 3.06 <br />SHEARWALL CALCULATIONS <br /> <br />1934 <br />0.170 <br />14.00 <br />Y1 <br />1.23 <br />4.00 <br />0.00 <br />14.00 <br />December 17, 2024 <br />115 <br />TributaryUnit load <br />6.00 <br />4.00 <br />1.93 <br /> 138 <br /> <br /> <br />14.00 <br /> <br /> <br /> <br />319170 <br />HDU2 <br />PER SDPWS, SEC. 4.3.4: <br />170 <br /> <br />HDU2