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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:X2.1 ( 10.08 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 />X2.1 :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= 0.79 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 10.08 ^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 />10.08 <br />SHEARWALL CALCULATIONS <br />2.56 <br />10.08 2560 254 <br />15 <br />0.00 10.08 <br /> <br /> 20.5 <br />Tributary <br />10.08 <br />WALL:X2.1 <br />2.56 10.08 <br />T= 20.5 7.26 1.72 <br />HDU2 <br />16 8 128 <br />143 <br />Tallow=3.08 <br />March 24, 2025 <br />10.08 <br />0.143 7.26 <br />Unit load <br />15 1 <br />39