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ARCHITECT JOB 1044 FAIRBROOK LN. <br />CASTILLO ENGINEERING, INC. <br />1147 E. Market Street <br />ENGR. MC DATE:Long Beach, CA. 90805 JOB N 25-259 SHEET NO. <br />TAG:X1.1 ( 10.41 ft),( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.42 <br />SHEAR STRESS <br />X1.1 :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= 0.77 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 10.41 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.40 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />10.41 <br />SHEARWALL CALCULATIONS <br />2.02 <br />10.41 2020 194 <br />60 <br />0.00 10.41 <br />16.2 <br />Tributary <br />10.41 <br />WALL:X1.1 <br />2.02 10.41 <br />T= 16.2 1.48 1.50 <br />HDU2 <br />16 8 128 <br />188 <br />Tallow=2.84 <br />March 12, 2026 <br />10.41 <br />0.188 10.19 <br />Unit load <br />15 4 <br />load combination of ASCE7-16 2.4.5 (10) <br />0.6D - 0.7Ev + 0.7Eh <br />(0.6)(0.188) - (0.7)(0.2x1.42x0.188) + (0.7)(1x2.02) <br />0.113 - 0.04 + 1.41 =1.48 <br />39