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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:X2.1 ( 5.25 ft),X2.2 ( 10.75 <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.16 <br />SHEAR STRESS <br />X2.1 :L1=ft v=lbs =plf <br />X2.2 :L2=ft 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= 1.52 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 5.25 ^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 />height= 8.00 ft <br />MOT=x x 8 = <br />ROOF:psf x ft =plf h/w= 0.74 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 10.75 ^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 />181 <br /> 16.00 <br /> <br /> <br /> <br />181 <br />HDU2 <br />HDU2 <br /> 135 <br /> <br />16.00 <br />July 25, 2024 <br />3.5015 <br />TributaryUnit load <br />10.43 <br />2.16 <br />SHEARWALL CALCULATIONS <br /> <br />2164 <br />0.181 <br />0.6611.63 <br />16.00 <br />X2.1 <br />T= <br />Tallow= <br />5.7 <br />3.08 <br />WALL: <br />0.181 <br />16 <br />2.16 <br />0.87 <br />5.25 <br />5.25 <br />10.75 <br /> <br /> <br />2.49 <br />2.49 <br />8.00 <br />5.7 <br /> <br /> <br />53 <br />128 <br />16.00 <br />5.25 <br />Unit load Tributary <br />11.63 <br />10.75 <br />53 <br />16 <br />15 <br />8.00 <br />10.75 <br />10.43 <br />WALL:X2.2 <br />2.16 <br />128 <br />3.50 <br />Tallow=3.08 <br />T= <br />43 2320 W Dahl Ln & <br />Unit# 23/11/2025