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Wall Wind Loading per ASCE 7-16 29.3.1 <br />Kz= <br />qh=psf (ult) psf (asd) <br />G= s= h= B= <br />Cf=(Case A, B) <br />Cf=(Case C) Reduction factor = 1.8-s/h = <br />(Where s/h>0.8) <br />Openings reduction = 1-(1-ratio)1.5 = <br />ratio solid area to gross area = <br />(ratio has to be less than 0.7) <br />Cf=(Case C Avg) If B/s is greater than 2 then Case C applies: <br />Case A, B: <br />F= psf (ult) psf (asd) <br />Case C: <br />F= psf (ult) psf (asd) <br />Use psf (ult) psf (asd) <br />Case C applies <br />24.73 14.767 <br />12.21 7.291 <br />24.7 14.8 <br />0.80 <br />2.58 0.8 <br />2.40 <br />1.95 <br />1.85 1 <br />1.85 <br />1.10 <br />0.55 <br />22.4 13.4 <br />1 <br />0.85 8.0 8.0 337 B/s = <br />1.3 <br />Project : 1334 N. Santiago St (Fence) <br />Project No: 25101 CALCS/SKETCHES <br />42.1 <br />Date: 6/27/25 Page: <br />0.85 <br />By: JL Checked: <br />1