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Home My WebLink AboutWIND LOADSX Y Kzh =1.18 Kzh =1.18 Wind Speed 170 mph Kzt = 1.00 Kzt =1.00 Exposure D Flat Unobstructed Areas Kd = 0.85 Kd =0.85 Risk Category II All Buildings except I, III & IV V =170 mph V =170 mph Building Width (ft)63 ft. Building Length (ft)200 ft.qZ =74.31 x Kz psf qZ =74.31 x Kz psf Building Height (ft)27 ft.KH =1.14 KH =1.14 Roof Slope [Deg] :11 °> 10 degrees qH =71.76 psf qH =71.76 psf Building Natural Freq.2.8 1/sec.Rigid Structure a = 6.30 ft.a =6.30 ft. Critical Damping Ratio 1.0% Gust Factor x, y 0.887 0.862 Enclosure Clasification Enclosed Enclosed GCpi 0.18 +/- Region Type Hurricane Prone Importance Factor 1 DLGE-21-403 Date : Directionality Factor [ Kd ]0.85 Prepared by :BR INPUT PAGE FOR COMPONENTS & CLADDING LOADS DLG Engineering, Inc. 5825 Sunset Dr | Suite 300 South Miami, Florida 33143 P: (305) 665-9089 F: (305) 665-4672 Project : Project # : Wind Loads Per ASCE 7-16 3216 S LAKEVIEW CIR #5204 07/13/21 Occupancy Category II Occupancy Category II FORT PIERCE, FL Wimal Suaris PE#37369 DLG Engineering CA#28476 Impact Protection :Yes Gcpi = +/- 0.18 Project :V [mph] :170 Kzt :1 Roof Slope [Deg.] :11 > 10 degrees Project # :DLGE- 21-403 Exposure:D qh :71.76 Roof Height [ ft] :27 ft w/h = 2.33 Date :Import. :1 a [ft.] :6.3 Kh @ Roof :1.14 Min. W = 63 Done by :Kd :0.85 Type :Enclosed1 ( + ) ve ( - ) ve ( + ) ve ( - ) ve ( + ) Ult ( + ) Allow ( - ) Ult ( - ) Allow ( + ) Ult ( + ) Allow ( - ) Ult ( - ) Allow 10 1.00 1.10 1.00 1.40 1.14 84.7 50.8 91.9 55.1 84.7 50.8 113.4 68.0 15 0.97 1.07 0.97 1.34 1.14 82.4 49.5 89.6 53.8 82.4 49.5 108.9 65.4 20 0.95 1.05 0.95 1.29 1.14 80.9 48.5 88.0 52.8 80.9 48.5 105.8 63.5 25 0.93 1.03 0.93 1.26 1.14 79.6 47.8 86.8 52.1 79.6 47.8 103.3 62.0 30 0.92 1.02 0.92 1.23 1.14 78.6 47.2 85.8 51.5 78.6 47.2 101.3 60.8 35 0.90 1.00 0.90 1.21 1.14 77.8 46.7 85.0 51.0 77.8 46.7 99.6 59.8 40 0.89 0.99 0.89 1.19 1.14 77.0 46.2 84.2 50.5 77.0 46.2 98.1 58.9 45 0.88 0.98 0.88 1.17 1.14 76.4 45.8 83.6 50.1 76.4 45.8 96.8 58.1 50 0.88 0.98 0.88 1.15 1.14 75.8 45.5 83.0 49.8 75.8 45.5 95.7 57.4 55 0.87 0.97 0.87 1.14 1.14 75.3 45.2 82.5 49.5 75.3 45.2 94.6 56.8 65 0.86 0.96 0.86 1.11 1.14 74.4 44.6 81.6 48.9 74.4 44.6 92.8 55.7 70 0.85 0.95 0.85 1.10 1.14 74.0 44.4 81.1 48.7 74.0 44.4 92.0 55.2 100 0.82 0.92 0.82 1.05 1.14 72.0 43.2 79.2 47.5 72.0 43.2 88.0 52.8 500 0.70 0.80 0.70 0.80 1.14 63.1 37.9 70.3 42.2 63.1 37.9 70.3 42.2 ASCE 7-16 - Components & Cladding for Buildings Walls Kh @ openingHeightIDZone 4 Zone 5Tributary Area Zone 4 Design Pressures, q [psf] Zone 5 Gcp Coefficients 3216 S LAKEVIEW CIR #5204 07/13/21 BR 7/14/2021 DLG Engineering, Inc. 5825 Sunset Dr | Suite 300South Miami, FL, 33143 Page 1 Wimal Suaris PE#37369 DLG Engineering CA#28476 NOTE: ANY OPENING WITH A DISTANCE 'a' (SHOWN ABOVE) OF ANY BUILDING CORNER WILL NEED TO SATIFY ZONE 5 DESIGN PRESSURES.