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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:X1.1 ( 12.50 ft),( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.22 <br />SHEAR STRESS <br />X1.1 :L1= ft v= lbs = plf <br />:L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 9.08 ft <br /> <br />MOT=x x 9 =k-f <br /> <br />ROOF:psf x ft =plf h/w= 0.73 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 12.50 ^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 /> <br />12.50 <br />SHEARWALL CALCULATIONS <br />1.78 <br />12.50 1780 142 <br />77 <br />0.00 12.50 <br /> <br /> 16.2 <br />Tributary <br />12.50 <br />WALL:X1.1 <br />1.78 12.50 <br />T= 16.2 17.40 0.70 <br />HDU2 <br />16 9 145 <br />223 <br />Tallow=2.31 <br />February 7, 2025 <br />12.50 <br />0.223 17.40 <br />Unit load <br />15 5 <br />35