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ARCHITECT JOB 2320 W DAHL LN <br />CASTILLO ENGINEERING, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC DATE:Long Beach, CA 90804 22-10072 SHEET NO. <br />TAG:X1.1 ( 31.00 ft), <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.16 <br />SHEAR STRESS <br />X1.1 :L1=ft v=lbs =plf <br /> ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />MOT=x x 8 = <br />ROOF:psf x ft =plf h/w= 0.26 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 31.00 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.44 x =kips <br />kips OK USE:4x 4 POST w/H.D. <br /> <br />148 <br />HDU2 <br /> 53 <br /> <br />31.00 <br />July 25, 2024 <br />1.3315 <br />TributaryUnit load <br />1.64 <br />SHEARWALL CALCULATIONS <br /> <br />1638 <br />31.00 <br />X1.1 <br />T= <br />Tallow= <br />13.1 <br />0.00 <br />WALL: <br />0.148 <br />16 <br />1.64 <br />0.00 <br />31.00 <br />31.00 <br /> <br /> <br /> <br />71.09 <br />71.09 <br />8.00 <br />13.1 <br /> <br /> <br />20 <br />128 <br />31.00 <br />31.00 <br />42 2320 W Dahl Ln & <br />Unit# 23/11/2025