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JOB NO.: A0035-0103-211 <br />SUBJECT: WIND PRESSURE <br />PROJECT: David Sepulveda Residence <br />Label: Note: Calculations per ASCE 7-16 <br />SITE-SPECIFIC WIND PARAMETERS: <br />Basic Wind Speed [mph]: 95 Notes: <br />Exposure Category: B <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 7° < θ ≤ 20° <br />Enclosure Classification: <br />Zone 1 GCp:1.80 Zone 1 γ a:0.78 <br />Zone 2r GCp: 2.36 Zone 2r γa:0.78 <br />Zone 2e, 3 GCp: 2.56 Zone 2e, 3 γa:0.78 <br />γa:0.40 <br />α: 7 Table 26.11-1 <br />zg [ft]: 1200 Table 26.11-1 <br />Kh: 0.57 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]: 11.2 Equation 26.10-1 <br />γE: 1.50 Section 29.4.4 <br />γC: 0.94 Section 29.4.4 <br />γP: 0.90 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]: 23.7 psf (1.0 W) <br />Zone 2r, p [psf]: 31.0 psf (1.0 W) <br />Zone 2e, 3, p [psf]: 33.6 psf (1.0 W) <br />(a = 4.5 ft) <br />Fig. <br />29.4-8 <br />WIND PRESSURES: Equation 29.4-7 <br />Solar Panel Array <br />Enclosed Buildings <br />Figure 30.3-2E <br />(negative coeff.) <br />Components and Cladding Wind Calculations <br />Page 4 of 8 <br />1423 N Lowell St <br />03/11/22