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2014 Florida Building Code (5th Edition)
BUILDING INFORMATION JOB INFORMATION
Design Wind Sliced Nominal Mills, hort Z Associates
Ultimate Wind VclDcil (mph) 160 Client Richie the Roofer,Inc./Joe St Cinn Noelke LLC
Nominal Wind Velocity(mph) 123.9
Exposure C Eight Hundred Eighth Street PHONE:772.22t1.720I Address 2025 Huge Rd.,Fort Pierce,FL
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Internal Pressure Enclosed Vero Beach,Florida 32962 CA PSOgp Company Mills,Short&Associates,LLC
Height above ground(z)-(t) 0.0 Job Number 17.1950
Standard Wall Height-(ft) 8.0 Pre arcr Jason W.Short,P.E.
Mean Roof Height(h)-(ft) 15.D ASCE 7-10 �Y
Building Width ft) 60.0
BuildingLength (t 25.0 Version 7.1 TOPOGRAPHIC FACTOR
Roof Slo o(s:12) 5.0 2004-2012 0 Hill Shape Flat-No Hill
Roo(Angle(degrees) 22.62 Building Permit Edition H' ft 0.0
n)Edge Stripf) 3.00 Lh, (t D.0
End gram 00.0
.0(ft) 6.00 Wind Load Pro ' (`
Parapet
ut AlongRoof Perimeter fq 11,011 y, ((�) p.p
WIND LOAD DESIGN INFORMATION •
OPENING WIDTH LENGTH'
Nominal Wind Load Pressures
EFFECLENGTH'
APPLYING WIND LOAD FOR: ZONE ELEVATION (feet) (feel) WIND AREA MAXIMUM MAXIMUM NOA Approval Number Max Pressure Per NOA Manufacturer Model Number
(feet) (SOO POSITIVE NEGATIVE
PRESSURE(ps0 PRESSURE(psf)
Gable I-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.
Gable 2-Gable N/A 3.0 3.0 9 19.3 -53.3 FL 17022-116 -86 PSF-Method 1) Extreme Metal Fab. 5V-26 Ga.
a Gable w/Overlian 3-Gable N/A 3.0 3.0 9 19.3 -105.0 FL 17022-R6 -228 PSF-Method 4)1 Extreme Metal Fab. 5V-26 Ga.
**Underin ment is FL 16048-113'•Tri-Built"**
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