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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:X2.1 ( 8.91 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 />X2.1 :L1= ft v= lbs = plf <br />:L2=ft ft <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />MOT=x x 8 =k-f <br />ROOF:psf x ft =plf h/w= 0.90 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 8.91 ^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 />8.91 <br />0.158 6.27 <br />Unit load <br />15 2 <br />Tallow=2.31 <br />0.68 <br />HDU2 <br />16 8 128 <br />158 <br />WALL:X2.1 <br />1.10 8.91 <br />T= 8.8 6.27 <br />30 <br />0.00 8.91 <br />8.8 <br />Tributary <br />8.91 <br />8.91 <br />SHEARWALL CALCULATIONS <br />1.10 <br />8.91 1100 123 <br />40