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ARCHITECT JOB 2234 S. LOWELL STREET <br />CASTILLO ENGINEERING, INC. <br />1147 E. Market Street <br />ENGR. MC DATE:Long Beach, CA. 90805 JOB N 25-285 SHEET NO. <br />TAG:X1.1 ( 5.25 ft),X1.2 ( 8.41 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.15 <br />SHEAR STRESS <br />X1.1 :L1= ft v= lbs = plf <br />X1.2 :L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br /> <br />MOT=x x 8 =k-f <br /> <br />ROOF:psf x ft =plf h/w= 1.52 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 5.25 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.44 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />height= 8.00 ft <br />MOT= x x 8 = k-f <br /> <br />ROOF:psf x ft =plf h/w= 0.95 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 8.41 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.44 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />July 31, 2025 <br />8.41 <br />1 <br />13.66 <br />5.25 <br />0.143 1.97 <br />Unit load <br />15 1 <br />Tallow=2.31 <br />T= <br />15 <br />5.06 1.14 <br />Tallow= <br />16 8 128 <br />15 <br />2.31 <br />Unit load <br />WALL: <br />Tributary <br />11.77 <br />X1.2 <br />2.39 8.41 <br />HDU2 <br />143 <br />0.143 5.06 <br />11.77 <br /> <br />1.23 <br />HDU2 <br />16 8 128 <br />143 <br />WALL:X1.1 <br />2.39 5.25 <br />T= 7.3 1.97 <br />15 <br />8.41 13.66 <br /> <br /> 7.3 <br />Tributary <br />13.66 <br /> <br />13.66 <br />SHEARWALL CALCULATIONS <br />2.39 <br />5.25 2390 175 <br />38