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P1.11 <br />Saint Andrew Accessibility Upgrades <br />1700 East Saint Andrew Place, Santa Ana, California 92705 <br />24-7734 <br />6/21/2024 <br />NN <br />CANOPY DESIGN: <br />Components and Cladding Wind Loading: <br />ASCE 7-16, Section 30.7: <br />Wind load is given by: <br />P=qhGCN (ASCE 7-16, equation 30.7-1) <br />where qh = 16.2 psf (see wind loads below) <br />G = 0.85 <br />CN = 1.2 (per ASCE 7-16, figure 30.7-1) <br />PW = 16.2psf x 0.85 x 1.2 = 16.5psf <br />Pseismic = 0.343W = 0.343 x 7psf = 2.401 psf < PW = 16.5 psf <br />-----> Wind governs seismic <br />1700 E St Andrew Pl - <br />ADA Upgrades12/2/2024