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ARCHITECT JOB 406 S WESTERN AV <br />CASTILLO ENGINEERING, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 JOB NO. 25-5096 SHEET NO. <br />TAG:X1.1 ( 7.67 ft),X1.2 ( 4.75 ft) <br />FORCE: <br />###kips ###0.00 ft <br />F1=kips H1:8.00 ft SEISMIC GOVERNS <br />FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E <br />SDS= 1.17 <br />SHEAR STRESS <br />X1.1 :L1= ft v= lbs = plf <br />X1.2 :L2= ft ft <br />Ltotal= ft <br />OVERTURNING <br /> <br />MOT= x 7.67 x 8.0 = k-ft <br />12.42 <br />FLOOR: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=1.04 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=510 PLF <br />MR= x 7.67 ^2/2 = k-ft USE: <br />TYPE 4 SHEARWALL <br />- 0.44 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />2-H.D.11 Tallow= 2X9.34 = 18.68>16.333MIN. HDU-2 <br /> <br />MOT= x 4.75 x 8.0 = k-ft <br />12.42 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=1.68 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=510 PLF <br />MR= x 4.75 ^2/2 = k-ft USE: <br />TYPE 4 SHEARWALL <br />- 0.44 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />MIN. HDU2 <br />HDU2 <br />2.97 <br /> <br />2.77 <br />HDU2 <br />14.88 <br /> <br />4.75 <br />Tallow=3.08 <br />0.158 1.78 <br />T= 14.9 1.78 <br />16 8 128 <br />158 <br />Tributary <br />15 2 30 <br />0 0 0 <br />WALL:X1.2 <br />4.86 <br /> <br />Unit load <br />0 0.00 0 <br />7.67 <br />Tallow=3.08 <br />0.218 6.41 <br />T= 24.0 <br />16 8.00 128 <br />218 <br />6.41 <br />WALL:X1.1 <br />4.86 <br />15 6.00 <br />Unit load <br />90 <br />24.03 <br /> <br />Tributary <br />12.42 <br />4.75 12.42 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />0.00 <br />4.86 <br />4.86 <br />7.67 4865 392 <br />57