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ARCHITECT JOB CAMDEN <br />CASTILLO ENGINEERING, INC. <br />1147 MARKET ST. LONG BEACH CA 90805 <br />ENGR. MC DATE:JOB NO24-462 SHEET NO. <br />TAG:X1.1 (14.00 ft),(0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS :1.16SHEAR 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-ft <br />ROOF:psf x ft =plf h/w=0.57 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 14.00 ^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 />June 27, 2024 <br />14.00 <br />0.250 24.55 <br />Unit load <br />15 8 <br />Tallow=3.08 <br />0.15 <br />HDU2 <br />16 8 128 <br />250 <br />WALL:X1.1 <br />1.60 14.00 <br />T=12.8 24.55 <br />122 <br />0.00 14.00 <br />12.8 <br />Tributary <br />14.00 <br />14.00 <br />SHEARWALL CALCULATIONS <br />1.60 <br />14.00 1600 114 <br />56