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ARCHITECT JOB 2234 S. LOWELL STREET <br />CASTILLO ENGINEERING, INC. <br />1147 E. Market Street <br />ENGR. MC DATE:Long Beach, CA. 90805 25-285 SHEET NO. <br />TAG:Y1.1 ( 12.16 ft),( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />=:((0.6-.14SDS) D + 0.7 E <br />SDS : 1.15 <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 = <br /> <br />ROOF:psf x ft =plf h/w= 0.66 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 12.16 ^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 /> <br />12.16 <br />SHEARWALL CALCULATIONS <br />1.60 <br />12.16 1600 132 <br />90 <br />0.00 12.16 <br /> <br /> 12.8 <br />Tributary <br />12.16 <br />WALL:Y1.1 <br />1.60 12.16 <br />T= 12.8 16.12 0.47 <br />HDU2 <br />16 8 128 <br />218 <br />Tallow=3.08 <br />March 24, 2025 <br />12.16 <br />0.218 16.12 <br />Unit load <br />15 6 <br />41