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ARCHITECT JOB 1702 S GARNSEY <br />CASTILLO ENGINEERING, INC. <br />1205 PINE AVE <br />ENGR. MC DATE:LONG BEACH CA JOB N 24-1228 SHEET NO. <br />TAG:Y2.1 ( 6.25 ft),Y2.2 ( 3.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.16 <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= 9.00 ft <br /> <br />MOT=x x 9 =k-ft <br /> <br />ROOF:psf x ft =plf h/w= 1.44 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 6.25 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.44 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />height= 9.00 ft <br />MOT= x x 9 = k-ft <br /> <br />ROOF:psf x ft =plf h/w= 3.00 2w/h factor=0.88 <br />WALL:psf x ft =plf <br />w =plf Vallow= 510 x 0.88 =PLF <br />MR=x 3.00 ^2/2 =k-ft USE: <br />TYPE 4 SHEARWALL <br />- 0.44 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br /> <br /> <br /> <br />9.25 <br />SHEARWALL CALCULATIONS <br />3.09 <br />6.25 3093 334 <br />0 <br />3.00 9.25 <br /> <br /> 18.8 <br />Tributary <br />9.25 <br />WALL:Y2.1 <br />3.09 6.25 <br />T= 18.8 2.81 3.35 <br />HDU4 <br />16 9 144 <br />144 <br />Y2.2 <br />3.09 3.00 <br />HDU4 <br />144 <br />0.144 0.65 <br />9.03 <br />446 <br /> <br />Tallow= <br />16 9 144 <br />0 <br />4.57 <br />Unit load <br />WALL: <br />Tributary <br />9.03 <br />Tallow=4.57 <br />T= <br />0 <br />0.65 4.37 <br />March 13, 2025 <br />2.00 <br />0 <br />9.25 <br />5.25 <br />0.144 2.81 <br />Unit load <br />0 0 <br />43