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HomeMy WebLinkAboutWind Load Calculation 2014 Florida Building Code (5th Edition) BUILDING INFORMATION .may Associates /�� �• JOB INFORMATION Design Wind Speed Nominal Mills, Short 8 ! \sso c i ate s Client Richie the Roofer,Inc./Joe&Gina Noelke LLC Ultimate Wind Velocity(mph) 160 Nominal Wind Velocity(mph) 123.9 Exposure C Eight Hundred Eighth Street PHONE:772-220.7262 Address 2560 Seneca Ave.,Fort Pierce,FL Internal Pressure Enclosed Vero Beach,Florida 32952 CA 030M Company Mills,Short&Associates,LLC Height above ground(z)-(ft) 0.0 Job Number 17-1950 Standard Wall Height-(ft) 8.0 ASCE 7-10 Pre parer Jason W.Short,P.E. Mean Roof Height(h)-(ft) 15.0 Building Width(ft) 60.0 Building Length(ft) 25.0 Version 7.1 TOPOGRAPHIC FACTOR Roof Slo a x:12 5.0 2004-2012© Hill Shape Flat-No Hill Roof Angle(degrees) 22.62 H. (ft) 0.0 a)Edge Strip(f) 3.00 Building Permit Edition Lh, (ft) 0.0 End Zone(ft) 6.00 x, ft 0.0 Parapet AlongRoof Perimeter(ft) 0.00 Wind Load Program z, (ft) 0.0 WIND LOAD DESIGN INFORMATION Nominal Wind Load Pressures � OPENING EFFECTIVE APPLYING WIND LOAD FOR: ZONE ELEVATION (feet) (feet)WIDTH LENGTH WIND AREA MAXIMUM MAXIMUM NOA Approval Number Max Pressure Per NOA Manufacturer Model Number (feet) (sy(t) POSITIVE NEGATIVE PRESSURE(psf) PRESSURE(psf) Gable 1-Gable N/A 3.0 3.0 9 19.3 -30.6 FL 17022-R6 -86 PSF-Method 1) Extreme Metal Fab. 5 V-26 Ga. o Gable 2-Gable N/A 3.0 3.0 9 19.3 -53.3 FL 17022-R6 -86 PSF-Method 1) Extreme Metal Fab. 5 V-26 Ga. e Gable w/Gverhan 3-Gable N/A 3.0 3.0 9 19.3 -105.0 FL 17022-R6 -228 PSF-Method 4) Extreme Metal Fab. 5V-26 Ga. **Underlayment is FL I6048-R3"Tri-Built"** 0 w z 0 0 a z 0 a 0 w z w a 0 a �a 3 FA G o - �