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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:Y1.1 ( 13.50 ft),Y1.2 ( 4.50 <br />FORCE: <br />SEISMIC GOVERNS <br />=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.15 <br />SHEAR STRESS <br />Y1.1 :L1=ft v=lbs =plf <br />Y1.2 :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= 0.59 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 13.50 ^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= 1.78 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 4.50 ^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 />T= <br />Tallow=2.31 <br />WALL:Y1.2 <br />3.56 <br />128 <br />11.25 <br />Unit load Tributary <br />7.12 <br />4.50 <br />169 <br />16 <br />15 <br />8.00 <br />4.50 <br />3.00 <br /> <br /> <br />15 <br />128 <br />18.00 <br />13.50 <br />1.16 <br />13.50 <br />13.50 <br />4.50 <br /> <br /> <br />13.03 <br />13.03 <br />8.00 <br />21.4 <br />18.00 <br />Y1.1 <br />T= <br />Tallow= <br />21.4 <br />2.31 <br />WALL: <br />0.143 <br />16 <br />3.56 <br />0.297 <br />1.297.12 <br />June 26, 2024 <br />1.0015 <br />TributaryUnit load <br />3.00 <br />3.56 <br />SHEARWALL CALCULATIONS <br /> <br />3559 198 <br /> <br />18.00 <br />HDU2 <br />HDU2 <br />297 <br /> 18.00 <br /> <br /> <br /> <br />143 <br />44 <br />2201 S Halladay St <br />9/24/2024