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ARCHITECT JOB 2201 HALLADAY STREET <br />CASTILLO ENGINEERING, INC. <br />1147 E Market St <br />ENGR. MC DATE:Long Beach, CA 90805 24-447 SHEET NO. <br />TAG:X2.1 ( 11.33 ft), <br />FORCE: <br />SEISMIC GOVERNS <br />=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.15 <br />SHEAR STRESS <br />X2.1 :L1=ft v=lbs =plf <br />ft <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />MOT=x x 8 = <br />ROOF:psf x ft =plf h/w= 0.71 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 510 PLF <br />MR=x 11.33 ^2/2 =k-ft USE: <br />TYPE 4 SHEARWALL <br />- 0.44 x =kips <br />kips OK USE:4x 4 POST w/H.D. <br />295 <br />HDU2 <br />361 <br />11.33 <br />June 27, 2024 <br />11.1615 <br />TributaryUnit load <br />4.09 <br />SHEARWALL CALCULATIONS <br />4088 <br />11.33 <br />X2.1 <br />T= <br />Tallow= <br />32.7 <br />2.31 <br />WALL: <br />0.295 <br />16 <br />4.09 <br />2.15 <br />11.33 <br />11.33 <br />18.96 <br />18.96 <br />8.00 <br />32.7 <br />167 <br />128 <br />11.33 <br />11.33 <br />42 <br />2201 S Halladay St <br />9/24/2024