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Project: Bethany At Silver Crest By: LW Sheet No. <br />1 Location: Everett, WA Date: 11/11/20 U1-L-2 <br />Client: ThermalRite Revised: Job No. <br />Subject: Date: 2000618 <br />DESIGN LOADS - UNIT #1 "Cooler/Freezer" <br />WIND LOADS - Per ASCE 7-16 Chapter 28, Part 2 <br />O <br />Q <br />Or <br />E O <br />G <br />F <br />Q <br />0 <br />Case A ci. <br />YMbIRNC <br />A G�arxerr <br />Risk Categ. = II 114-1- Case 8 <br />Vas = 98 mph 3-Second Gust, Section 26.S <br />Exp. Categ. = B Section 26.7 <br />K,t = 1.0 Topographic factor, Section 26.8, Figure 26.8-1, Eqn 26.8-1 <br />h = 8.8 ft mean roof height <br />Simplified Design Wind Pressure, PS,30 (psf) (Exposure B at h = 30 ft with I = 1.0) (Figure 28.6-1 Design Wind Pressures, Walls & Roofs, h:560 ft) <br />Roof Type = Flat <br />0 = 00 Roof Angle to horizontal plane <br />Design Wind Pressure, p, (psf) <br />ps = X K:t p:30 (Eqn. 28.6-1) <br />= 1.00 Adjustment factor for building height and exposure (Figure 28.6-1, <br />Max Wind load on Wall = 14.3 psf -7.4 psf Max Wind load on Roof= 0.0 psf 17.2 psf <br />1. Mininum design wind loads per ASCE 7-16 Section 28.3.4 - <br />Simplified Design Wind Pressure, ps30 (psf) (Exposure B at h = 30 ft <br />with I = 1.0) <br />1 <br />Horizontal Pressures <br />Vertical Pressures <br />Overhangs <br />Load cases <br />A B C D <br />E F G H <br />EoH GoH <br />CASE A <br />1 <br />14.3 <br />-7.4 <br />9.5 <br />-4.4 <br />-17.2 <br />-9.8 <br />-12 <br />-7.6 <br />-24.1 <br />-18.8 <br />CASE B <br />1 14.3 -7.4 9.5 -4.4 -17.2 -9.8 -12 -7.6 -24.1 -18.8 <br />Design Wind Pressure Adjusted for Building Height and Exposure, ps (psf) <br />Horizontal Pressures <br />Vertical Pressures <br />Overhangs <br />Load cases <br />A B C D <br />E F G H <br />EoH GoH <br />CASE A <br />1 <br />14.3 <br />-7.4 <br />9.5 <br />-4.4 <br />-17.2 <br />-9.8 <br />-12 <br />-7.6 <br />-24.1 <br />-18.8 <br />Mm. Ps <br />16.0 <br />8.0 <br />16.0 <br />8.0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CASE B (6 = 00) <br />1 <br />14.3 <br />-7.4 <br />9.5 <br />-4.4 <br />-17.2 <br />-9.8 <br />-12.0 <br />-7.6 <br />-24.1 <br />-18.8 <br />Min. Ps <br />16.0 <br />8.0 <br />16.0 <br />8,0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />21�0 <br />