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WIND LOAD (ASCE 7-16 MWFRS) <br />Analysis Method Analytic Directional Procedure <br />Basic Wind Speed (ultimate) 95.00 MPH <br />Topography Factor Kzt =1.00 <br />Directionality Factor Kd =0.85 <br />Gust Effect Factor G = 0.85 <br />Internal Pressure Coefficients (GCpi) =0.18 -0.18 <br />Roof Pitch 5.00 :12 22.62 DEG <br />Roof Eve Height 9.000 ft <br />Peak Roof Height 14.750 ft <br />Mean Roof Height 11.875 ft <br />Terrain Exp. Category C <br />Building Length, Parallel to wind direction, L= 33.33 ft L/B = 1.39 <br />Builing Width, Perpendicular to wind direction, B = 24 ft h/L = 0.36 <br />Elevation Ht. 60.48 ft <br />Ke =1.00 <br />α = 9.5 <br />zg = 900 <br />Velocity Pressures q z =.00256K z K zt K K e V <br />Height (ft)Kz Kzt Kd Ke V (MPH)qz <br />9.00 0.849 1.00 0.85 1.00 95.00 16.63 <br />11.88 0.849 1.00 0.85 1.00 95.00 16.63 <br />11.875 0.849 1.00 0.85 1.00 95.00 16.63 <br />0.849 1.00 0.85 1.00 95.00 16.63 <br />0.849 1.00 0.85 1.00 95.00 16.63 <br />0.849 1.00 0.85 1.00 95.00 16.63 <br />Design Pressures p = qGC p - q h (GC pi ) <br />Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. <br />Transverse Direction: <br />z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />11.88 16.63 0.80 11.31 8.32 14.31 <br />0.00 16.63 0.80 11.31 8.32 14.31 <br />0.00 16.63 0.80 11.31 8.32 14.31 <br />0.00 16.63 0.80 11.31 8.32 14.31 <br />11.88 16.63 -0.42 -5.97 -8.96 -2.98 <br />Windward Roof (Positive)11.88 16.63 0.19 2.68 -0.31 5.68 <br />Windward Roof (Negative)11.88 16.63 -0.29 -4.10 -7.10 -1.11 <br />11.88 16.63 -0.60 -8.48 -11.48 -5.49 <br />-11.16 -11.16 <br />8.00 <br />Longitudinal Direction: <br />z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />11.88 16.63 0.80 11.31 8.32 14.31 <br />0.00 16.63 0.80 11.31 8.32 14.31 <br />0.00 16.63 0.80 11.31 8.32 14.31 <br />0.00 16.63 0.80 11.31 8.32 14.31 <br />11.88 16.63 -0.50 -7.07 -10.06 -4.08 <br />Windward Roof (Positive)11.88 16.63 0.11 1.53 -1.47 4.52 <br />Windward Roof (Negative)11.88 16.63 -0.35 -4.89 -7.88 -1.89 <br />11.88 16.63 -0.60 -8.48 -11.48 -5.49 <br />-10.01 -10.01 <br />8.00 <br />Longitudinal Transverse <br />1 11.875 2.875 9.00 106 103 <br />Windward Wall <br />Leeward Wall <br />Leeward Roof <br />Total Roof load, pr = <br />MIN (SIN* pr , 8) = <br />Level Height Height Above Below Wind Load (plf) <br />Windward Wall <br />Leeward Wall <br />Leeward Roof <br />Total Roof load, pr = <br />MIN (SIN* pr , 8) = <br />Page 16 of 22 <br />2801 W Elder Ave & Unit# <br />24/15/2025