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ARCHITECT JOB <br />CASTILLO ENGINEERING, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 JOB NO. 23-10263 SHEET NO. <br />TAG:X2.1 ( 13.50 ft),X2.2 ( 0.00 ft) <br />FORCE: <br />###kips 0.00 0.00 ft <br />F1=kips H1:8.00 ft SEISMIC GOVERNS <br />FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E <br />SDS= 1.18 <br />SHEAR STRESS <br />X2.1 :L1= ft v= lbs = plf <br />X2.2 :L2= ft ft <br />Ltotal= ft <br />OVERTURNING <br /> <br />MOT= x 13.50 x 8.0 = k-ft <br />13.50 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=0.48 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 />- 0.43 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />2-H.D.11 Tallow= 2X9.34 = 18.68 MIN. HDU2 <br />HDU2 <br />0.60 <br />0 0.00 0 <br />13.50 <br />Tallow=3.08 <br />0.158 14.40 <br />T= 14.4 <br />16 8.00 128 <br />158 <br />14.40 <br />WALL:X2.1 <br />1.80 <br />15 2.00 <br />Unit load <br />30 <br />14.42 <br /> <br />Tributary <br />13.50 <br />0.00 13.50 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />0.00 <br />1.80 <br />1.80 <br />13.50 1802 133 <br />2605 W Strawberry Ln #2 <br />- 1011186506/26/2024