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HomeMy WebLinkAboutWind Load Calculation 2014 Florida Building Code (5th Edition) ` BUILDING INFORMATION - JOB INFORMATION - -- - — -— Design Wind Speed Nominal Mills, Short P,Associates Client Richie the Roofer,Inc./Joe&Gina Noelke LLC Ultimate Wind Velocity(mph) 160 Nominal Wind Velocity(mph) 123.9 Exposure a Eight Hundred Eighth StreetPHONE:772-226.7282 Address 2013 Hugo Rd.,Fort Pierce,FL wm Internal Pressure Enclosed Vero Beach,Florida 32962 CA 030=t�� � 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 Prc amr 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 Sloe x:12) 5.0 2004-2012© Hill Shape Flat-No Hill Roof Angle(degrees) 22.62 if. ft 0.0 a)Edge Strip ft 3.00 Building Permit Edition Lh, ft 0.0 End Zone(ft) 6.00 x, ft) 0.0 Parapet Alon Roof Perimeter(ft) 0.00 Wind Load Program z, (ft) 0.0 WIND LOAD DESIGN INFORMATION Nominal Wind Load Pressures 6 OPENING EFFECTIVE WL APPLYING WIND LOAD FOR: ZONE ELEVATION WIDTH LENGTH WIND AREA MAXIMUM MAXIMUM NOA Approval Number Max Pressure Per NOA Manufacturer Model Number (feet) (feet) (feet) (sgft) 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. 5V-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. 5V-26 Ga. QH Gable w/Overhan 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. a "Underlayment is FL 16048-R3"Tri-Built"" 0 w 0 0 a z 0 441 z i ca z 0 a i 3 II i o i STATE OF (( �•.5/ 17 �' �ORIDP.•' G\�� NA1. ,1 �/, flip t