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HomeMy WebLinkAbouthayes windloadsMelchor Consultation Services, LLC. MelchorCS.com PG# 4140 SW 110th Ave, Miami, FL 33165 305-343-3622 DESCRIPTION I CLIENT: PARADISE EXTERIORS, LLC PROJECT NAME: JAMES HAYES fly \� PROJECT ADDRESS: 20 LAKE VISTYATRL#102 PSL, FL 34952 FILE NUMBER: 200520.01 1 ENGINEERED BY: CM WIND LOADS - CLADDING COMPOMENTS -ASCE 7-10 ASD LOCATION SAINT LUCIE RISK CATEGROTY: II Directionality Factor Kd= 0.85 Exposure:'C Mean Roof Building height H = 20: FT V = 165 MPH Building Least Horizontal L = 104FT Exposure Factor I{Z = 0.9 Roof Slope 0 = SLOPPED 0> 10 ` Topografic Factor KZT = 1 building type: Table 26.11-1 enclosed G = 0.85 Building Geometry Loading Islopped Velocity Pressure qj, = qz = 0.00256 * KZT KZ * Kd «V2 = 53.3 PSF SQFT GCp + GCp - (z4) GCp - (Z5) Gcpi Z4 & Z5 (PSF) Z4 (PSF) Z5 (PSF) 10 1.00 -1.10 -1.40 0.18 37.7 -40.9 -50.5 15 0.98 -1.07 -1.35 0.18 37.1 -40.1 -49.0 20 0.96 -1.05 -1.30 0.18 36.5 -39.2 -47.4 25 0.95 -1.03 -1.27 0.18 36.1 -38.7 -46.5 30 0.94 -1.01 -1.25 0.18 35.8 -38.1 -45.6 35 0.94 -1.00 -1.23 0.18 35.7 -37.6 -44.9 40 0.93 -0.98 -1.20 0.18 35.5 -37.1 -44.3 45 0.93 -0.97 -1.19 0.18 35.3 -36.9 -43.8 50 0.92 -0.97 -1.18 0.18 35.2 -36.7 -43.4 55 0.92 -0.96 -1.16 0.18 35.0 -36.4 -42.7 60 0.91 -0.95 -1.13 0.18 34.9 -36.0 -42.0 65 0.91 -0.94 -1.12 0.18 34.7 -35.8 -41.6 70 0.90 -0.94 -1.11 0.18 34.5 -35.7 -41.1 75 0.90 -0.93 -1.11 0.18 34.4 -35.5 -41.1 80 0.89 -0.92 -1.09 0.18 34.2 -35.3 -40.7 85 0.89 -0.92 -1.09 0.18 34.2 -35.1 -40.7 90 0.89 -0.91 -1.08 0.18 34.2 -35.0 -40.2 95 0.89 -0.91 -1.08 0.18 34.1 -34.8 -40.2 100 0.88 -0.90 -1.06 0.18 33.9 -34.6 -39.8 150 0.86 -0.88 -1.02 0.18 33.3 -33.9 -38.5 200 0.84 -0.85 -0.97 0.18 32.6 -32.9 -36.7 SHEET NOTES: Engineer Carlos Melchor FL. P.E.# 81344 C.A.N.# 32186