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JOB NO.:U3998.0088.241 <br />SUBJECT:WIND PRESSURE <br />® <br />PROJECT:Grovemont Residence <br />Label:Note: Calculations per ASCE 7-16 <br />SITE-SPECIFIC WIND PARAMETERS: <br />Basic Wind Speed [mph]:95 Notes: <br />Exposure Category:C <br />Risk Category:II <br />Importance Factor, I: <br />ADDITIONAL INPUT & CALCULATIONS: <br />Height of Roof, h [ft]:15 (Approximate) <br />Comp/Cladding Location:Hip Roofs 20° < θ ≤ 27° <br />Enclosure Classification: <br />Zone 1 GCp:1.37 Zone 1 γa:0.78 <br />Zone 2e, 2r, 3 GCp:1.96 Zone 2e, 2r, 3 γa:0.78 <br />γa:0.40 <br />γa:0.40 <br />α:9.5 Table 26.11-1 <br />zg [ft]:900 Table 26.11-1 <br />Kh:0.85 Table 26.10-1 <br />Ke:0.99 Table 26.9-1 <br />Kzt:1 Equation 26.8-1 <br />Kd:0.85 Table 26.6-1 <br />Velocity Pressure, qh [psf]:16.6 Equation 26.10-1 <br />γE:1.50 Section 29.4.4 <br />γC:0.94 Section 29.4.4 <br />γP:1.20 Section 29.4.4 <br />p = q h (GC p )(γ E )(γ a ) <br />p = q h (GC rn ), (GC rn ) = (γ p )(γ c )(γ E )(GC rn )nom <br />Zone 1, p [psf]:26.4 psf (1.0 W) <br />Zone 2e, 2r, 3, p [psf]:37.8 psf (1.0 W) <br />(a =3 ft) <br />Fig. <br />29.4-8 <br />WIND PRESSURES:Equation 29.4-7 <br />Solar Panel Array <br />Enclosed Buildings <br />Figure 30.3-2G <br />(negative coeff.) <br />Components and Cladding Wind Calculations <br />901 E Grovemont St- <br />101118284 & 201821233/21/2024