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ARCHITECT JOB CONCORD RESIDENCE <br />CASTILLO ENGINEERING, INC. <br />1205 PINE AVE <br />ENGR. MR DATE:LONG BEACH CA JOB NO. 23-10273 SHEET NO. <br />TAG:Y2.1 ( 15.00 ft),Y2.2 ( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.19 <br />SHEAR STRESS <br />Y2.1 :L1=ft v=lbs =plf <br />Y2.2 :L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br /> <br />MOT=x x 8 =k-ft <br /> <br />ROOF:psf x ft =plf h/w= 0.53 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 15.00 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />January 15, 2024 <br />14.00 <br />0.128 14.40 <br />Unit load <br />15 0 <br />Tallow=3.08 <br />T= 18.3 14.40 0.86 <br />HDU2 <br />16 8 128 <br />128 <br />Tributary <br />15.00 <br />WALL:Y2.1 <br />2.29 15.00 <br />0.00 15.00 <br /> <br /> 18.3 <br /> <br /> <br />15.00 <br />SHEARWALL CALCULATIONS <br />2.29 <br />15.00 2293 153 <br />0 <br />42 2224 N Concord St #2- <br />ADU4/2/2025