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ARCHITECT JOB 1511 S ADAMS ST <br />CASTILLO ENGINEERING, INC. <br />1147 E. Market Street <br />ENGR. MC DATE:Long Beach, CA. 90805 JOB N 24-299 SHEET NO. <br />TAG:Y1.1 ( 6.83 ft),( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.20 <br />SHEAR STRESS <br />Y1.1 :L1= ft v= lbs = plf <br />: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= 1.17 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 6.83 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />March 12, 2025 <br />6.83 <br />0.218 5.08 <br />Unit load <br />15 6 <br />Tallow=2.31 <br />0.97 <br />HDU2 <br />16 8 128 <br />218 <br />WALL:Y1.1 <br />1.10 6.83 <br />T= 8.8 5.08 <br />90 <br />0.00 6.83 <br /> <br /> 8.8 <br />Tributary <br />6.83 <br /> <br />6.83 <br />SHEARWALL CALCULATIONS <br />1.10 <br />6.83 1100 161 <br />42