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ARCHITECT JOB CONCORD RESIDENCE <br />CASTILLO ENGINEERING, INC. <br />1327 Loma Avenue <br />ENGR. MR DATE:Long Beach, CA 90804 23-10273 SHEET NO. <br />TAG:X2.1 ( 4.17 ft),X2.2 ( 6.00 X2.3 ( 5.50 X2.4 ( 4.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.19 <br />SHEAR STRESS <br />X2.1 :L1=ft v=lbs =plf <br />X2.2 :L2=ft ft <br />X2.3 : L3=ft <br />X2.4 : L4=ft <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />MOT=x x 8 = <br />ROOF:psf x ft =plf h/w= 1.92 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 4.17 ^2/2 =k-ft USE: <br />TYPE 6 <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/ <br />height= 8.00 ft <br />MOT=x x 8 = <br />ROOF:psf x ft =plf h/w= 1.33 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 6.00 ^2/2 =k-ft USE: <br />TYPE 6 <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/ <br /> <br /> <br />T= <br />Tallow=3.08 <br />WALL:X2.2 <br />2.40 <br />0 <br />0 <br />Unit load Tributary <br />5.86 <br />5.00 <br />0 <br />16 <br />15 <br />0 <br />6.00 <br />0.00 <br /> <br /> <br />0 <br />0 <br />19.67 <br />4.17 <br />1.29 <br />3.17 <br />4.17 <br />6.00 <br />5.50 <br />4.00 <br />0.00 <br />0.00 <br />0 <br />4.1 <br />19.67 <br />X2.1 <br />T= <br />Tallow= <br />4.1 <br />3.08 <br />WALL: <br />0.000 <br />16 <br />2.40 <br />0.000 <br />1.175.86 <br />February 22, 2024 <br />015 <br />TributaryUnit load <br />0.00 <br />2.40 <br />SHEARWALL CALCULATIONS <br /> <br />2401 122 <br /> <br />19.67 <br />HDU2 <br />HDU2 <br />0 <br /> 19.67 <br /> <br /> <br /> <br />0 <br />39 2224 N Concord St #2- <br />ADU4/2/2025