HomeMy WebLinkAboutEngineering 2014 Florida Building Code (5th Edition)
BUILDING INFORMATION JOB INFORMATION
Design Wind Speed Nominal Mills, Short P, Associates Client Richie the Roofer,Inc./Cenkle Residence
Ultimate Wind Velocity(mph) 160
Nominal Wind Velocity(mph) 123.9 PHONE:772.220.7282 Address 8402 Coquina Ave.,Fort Pierce,FL 34951
Exposure c Eight Hundred Eighth Street vnvw Ml0s5honAssQoda1 �t�,pp tom+�a
Internal Pressure Enclosed Vero Beach,Florida 32962 OA OW69 ` p\.4?1•,.,., ti 5t Com anv Mills,Short&Associates,LLC
Height above ground(z)-(ft) 0.0 lob Number 17-1650
Standard Will Height- ft 8.0 ASCE 7-10 Preparer Jason W.Short,P.E.
Mean Roof Height(h)-(ft) 15.0 ®1
Building66.0
LengthBuilding ((ft 24.0 Version 7.1 APR 1 '" 2017
TOPOGRAPHIC FACTOR
Roof Slo a x:12 5.0 2004-20120 Hill Shape Flit-No Hill
Roof Angle(degrees) 22.62 Building Permit Edition PEl-MITTENG H, n o.a
a Edge Strip ft 3.00 Lh ft 0.0
End Zone(ft)
Zft St. Lucie County, FL
( ) 6.00 , (n) oo
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Para et Along Roof Perimeter(ft) 0.00 Wind Load Program
WIND LOAD DESIGN INFORMATION
Nominal Wind Load Pressures
OPENING EFFECTIVE
O WIDTH LENGTES MAXIMUM MAXIMUM
v. APPLYING WIND LOAD FOR: ZONE ELEVATION WIND AREA NOA Approval Number Max Pressure Per NOA Manufacturer Model Number
z (feet) (feet) (feet) (sgft) POSITIVE NEGATIVE
PRESSURE(psf) PRESSURE(psf)
Hi 1-Hi N/A 3.0 3.0 9 19.3 -30.6 FL 17678-R2 (-97.5 PSF Drexell Metals V Sna-N-Lock
o Hi 2-Hi N/A 3.0 3.0 9 19.3 -53.3FL 17678-R2 Pg-97.5 PDrexell Metals V Sna-N-Lock
S Hi w/Overhan3-Hi N/A 3.0 3.0 9 19.3 -62.4 FL 17678-R2 97.5 PSF Drexell Metals V Sna -N-Lock
Above Uses System No.IOONS-WI
w
Gable 1-Gable N/A 3.0 3.0 9 19.3 -30.6 FL 17678-122 -97.5 PSF Drexell Metals 1"Sna-N-Lock
z Gable 2-Gable N/A 3.0 3.0 9 19.3 -53.3 FL 17678-122 -97.5 PSF Drexell Metals V Sna -N-Lock
0
Gable w/Overhan3-Gable N/A 3.0 3.0 9 19.3 -105.0 FL 17678-R2 (-120 PSF Drexell Metals V Sna -N-Lock
0 Above Uses System No.LOONS-WI(Zone 3 Use No.IOONS-W2
**Underlayment is FL 16048-R3"Tri-Built"**
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