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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:X1.1 ( 11.00 ft),X1.2 ( 20.00 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 />X1.1 :L1=ft v=lbs =plf <br />X1.2 :L2=ft ft <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />MOT=x x 8 =k-ft <br />ROOF:psf x ft =plf h/w= 0.73 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 11.00 ^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 />height= 8.00 ft <br />MOT=x x 8 =k-ft <br />ROOF:psf x ft =plf h/w= 0.40 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 20.00 ^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 />31.00 <br />SHEARWALL CALCULATIONS <br />2.29 <br />11.00 2293 74 <br />0 <br />20.00 31.00 <br />6.5 <br />Tributary <br />31.00 <br />WALL:X1.1 <br />2.29 11.00 <br />T= 6.5 0.00 0.65 <br />HDU2 <br />16 0 0 <br />0 <br />X1.2 <br />2.29 20.00 <br />HDU2 <br />0 <br />0.000 0.00 <br />11.83 <br />Tallow= <br />16 0 0 <br />0 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />11.83 <br />Tallow=3.08 <br />T= <br />15 <br />0.00 0.62 <br />February 22, 2024 <br />19.00 <br />0 <br />31.00 <br />10.00 <br />0.000 0.00 <br />Unit load <br />15 0 <br />38 2224 N Concord St #2- <br />ADU4/2/2025