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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 4.00 :12 18.43 DEG <br />Roof Eve Height 9.000 ft <br />Peak Roof Height 13.250 ft <br />Mean Roof Height 11.125 ft <br />Terrain Exp. Category C <br />Building Length, Parallel to wind direction, L= 55.83 ft L/B = 2.79 <br />Builing Width, Perpendicular to wind direction, B = 20 ft h/L = 0.20 <br />Elevation Ht. 40.49 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 16.65 <br />11.13 0.849 1.00 0.85 1.00 95.00 16.65 <br />11.125 0.849 1.00 0.85 1.00 95.00 16.65 <br />0.849 1.00 0.85 1.00 95.00 16.65 <br />0.849 1.00 0.85 1.00 95.00 16.65 <br />0.849 1.00 0.85 1.00 95.00 16.65 <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 />11.13 16.65 0.80 11.32 8.32 14.32 <br />0.00 16.65 0.80 11.32 8.32 14.32 <br />0.00 16.65 0.80 11.32 8.32 14.32 <br />0.00 16.65 0.80 11.32 8.32 14.32 <br />11.13 16.65 -0.26 -3.68 -6.68 -0.69 <br />Windward Roof (Positive)11.13 16.65 0.14 1.94 -1.05 4.94 <br />Windward Roof (Negative)11.13 16.65 -0.36 -5.13 -8.13 -2.13 <br />11.13 16.65 -0.57 -8.05 -11.04 -5.05 <br />-9.99 -9.99 <br />8.00 <br />Longitudinal Direction: <br />z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />11.13 16.65 0.80 11.32 8.32 14.32 <br />0.00 16.65 0.80 11.32 8.32 14.32 <br />0.00 16.65 0.80 11.32 8.32 14.32 <br />0.00 16.65 0.80 11.32 8.32 14.32 <br />11.13 16.65 -0.50 -7.07 -10.07 -4.08 <br />Windward Roof (Positive)11.13 16.65 -0.07 -0.99 -3.99 2.00 <br />Windward Roof (Negative)11.13 16.65 -0.53 -7.47 -10.46 -4.47 <br />11.13 16.65 -0.57 -8.10 -11.09 -5.10 <br />-7.10 -7.10 <br />8.00 <br />Longitudinal Transverse <br />1 11.125 2.125 9.00 100 83 <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 15 of 21 <br />2612 S Griset Pl Unit <br />#23/17/2025