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WIND LOAD (ASCE 7-22 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 2.00 :12 9.46 DEG <br />Roof Eve Height 10.000 ft <br />Peak Roof Height 12.250 ft <br />Mean Roof Height 10.000 ft <br />Terrain Exp. Category C <br />Building Length, Parallel to wind direction, L= 52 ft L/B = 2.89 <br />Builing Width, Perpendicular to wind direction, B = 18 ft h/L = 0.19 <br />Elevation Ht. 51.12 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 />10.00 0.849 1.00 0.85 1.00 95.00 16.64 <br />10.00 0.849 1.00 0.85 1.00 95.00 16.64 <br />10.000 0.849 1.00 0.85 1.00 95.00 16.64 <br />0.849 1.00 0.85 1.00 95.00 16.64 <br />0.849 1.00 0.85 1.00 95.00 16.64 <br />0.849 1.00 0.85 1.00 95.00 16.64 <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 />10.00 16.64 0.80 11.32 8.32 14.31 <br />0.00 16.64 0.80 11.32 8.32 14.31 <br />0.00 16.64 0.80 11.32 8.32 14.31 <br />0.00 16.64 0.80 11.32 8.32 14.31 <br />10.00 16.64 -0.26 -3.61 -6.61 -0.62 <br />Windward Roof (Positive)10.00 16.64 -0.18 -2.55 -5.54 0.45 <br />Windward Roof (Negative)10.00 16.64 -0.70 -9.90 -12.90 -6.91 <br />10.00 16.64 -0.30 -4.24 -7.24 -1.25 <br />-1.70 -1.70 <br />8.00 <br />Longitudinal Direction: <br />z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) <br />10.00 16.64 0.80 11.32 8.32 14.31 <br />0.00 16.64 0.80 11.32 8.32 14.31 <br />0.00 16.64 0.80 11.32 8.32 14.31 <br />0.00 16.64 0.80 11.32 8.32 14.31 <br />10.00 16.64 -0.50 -7.07 -10.07 -4.08 <br />Windward Roof (Positive)10.00 16.64 -0.18 -2.55 -5.54 0.45 <br />Windward Roof (Negative)10.00 16.64 -0.94 -13.36 -16.35 -10.36 <br />10.00 16.64 -0.52 -7.39 -10.38 -4.39 <br />-4.84 -4.84 <br />8.00 <br />Longitudinal Transverse <br />1 10.000 2.250 10.00 110 91 <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 />1525 W Carlton Pl & Unit# 2 - <br />101119148-491/9/2025