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JOB NO.: U1932.3419.211 <br />SUBJECT: WIND PRESSURE <br />PROJECT: Aguilar, Clemente 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:Gable Roofs θ ≤ 7° <br />Enclosure Classification: <br />Zone 1' GCp:0.90 Zone 1' γ a:0.77 <br />Zone 1 GCp: 1.67 Zone 1 γa:0.77 <br />Zone 2 GCp: 2.26 Zone 2 γa:0.77 <br />Zone 3 GCp:3.11 Zone 3 γa:0.77 <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: 1.00 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: 0.96 Section 29.4.4 <br />γP: 1.20 Section 29.4.4 <br />p = q h (GC p )(γE )(γa ) <br />p = q h (GC rn ), (GC rn ) = (γ p )(γc )(γ E )(GC rn ) nom <br />Zone 1', p [psf]: 17.2 psf (1.0 W) <br />Zone 1, p [psf]: 31.9 psf (1.0 W) <br />Zone 2, p [psf]: 43.2 psf (1.0 W) <br />Zone 3, p [psf]: 59.5 psf (1.0 W) <br />(0.2h = 3 ft) <br />(0.6h = 9 ft) <br />(1.2h = 18 ft) <br />Fig. <br />29.4-8 <br />WIND PRESSURES: Equation 29.4-7 <br />Solar Panel Array <br />Enclosed Buildings <br />Figure 30.3-2A <br />(negative coeff.) <br />Components and Cladding Wind Calculations <br />1410 W Elder <br />Avenue07/26/22