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Search > Application List > Application Detail
•
FL #
FL11651-R2
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived O
Product Manufacturer Gulf Coast Supply & Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
flvalidation@yahoo.com
Authorized Signature Ray Bowen
flvalidation@yahoo.com
Technical Representative .
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O✓ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Daniel S. Kuhn
the Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
LI Validation Checklist - Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eng.Ddf
FL11651 R2 COI Letter of Name chanoe.Ddf
Referenced Standard and Year (of Standard) Standard
Year
FM 4471
1992
TAS 100
1995
TAS 110
2000
TAS 125
2003
UL 1897
2004
UL 580
2006
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/o Sapp dd.aspx?param=wGEVXQwtDgsQFc5K%2FrrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d`/o3d 1/5
10/11/2017
Sections from the Cost
Florida Building Code Online so
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Go to Page � 0
Method 1 Option D
07/01/2015
07/10/2015
07/18/2015
08/18/2015
10/10/2017
4) 40 Pagel/20 0
FL #
Model, Number or Name
Description
11651.1
0.032" Aluminum 5V Crimp
0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R2 II 14FL11651 1 R2 0325vCrimp 15-
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
32Plvwood NonHVHZ.pdf
FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.pdf
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-108.5PSF
Other: -108.5 psf @ 12" o.c. Install per manufacturers
Created by Independent Third Party: Yes
details. Not for use in HVHZ Zones.
Evaluation Reports
FL11651 R2 AE 14FL11651 1 R2 0325vCrimp 15-
32Plywood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.2
0.032" Aluminum Gulf Lok
0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R2 II 14FL11651 2 R2 032Gulf-ok 16 15-
32Plvwood NonHVHZ.Ddf
FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Design Pressure: +N/A/-116.OPSF
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0
psf @ 5 3/16" o.c. fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Evaluation Reports
FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15-
32Plvwood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.3
1" 24ga. Gulf Snap
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.pdf
FL11651 R2 II 14FL11651 3 R2 1 24GulfSnaD 17 15-
32Plywood HVHZ..pdf
Impact Resistant: N/A
Design Pressure: +N/A/--131.OPS
Verified By: Dan Kuhn, P.E. 75519
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c.
Created by Independent Third Party: Yes
clip spacing. Install per manufacturers details. For use in
HVHZ Zones.
Evaluation Reports
FL11651 R2 AE 14FL11651 3 R2 1 24GulfSnap 17 15-
32Plvwood HVHZ..ndf
Created by Independent Third Party: Yes
11651.4
1" 24ga. VersaLoc
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR 16.5 15-
32Plvwood HVHZ..pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..pdf
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-138.5PSF
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
Created by Independent Third Party: Yes
clip spacing. Install per manufacturers details. For use in
Evaluation Reports
HVHZ Zones.
FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15-
32Plvwood HVHZ..pdf
Created by Independent Third Party: Yes
11651.5
1" VersaLoc .032" Aluminum
1" VersaLoc .032" Aluminum over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R2 II 14FL11651 5 R2 lin 032VersaLoc SR 16 15-
32Plvwood HVHZ..pdf
FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-101.OPSF
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6"
Created by Independent Third Party: Yes
https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 2/5
10/11/2017
Honda Building O I'
o.c. clip spacing. Ins anufacturers details. For use
in HVHZ Zones.
Code n me
Evaluation Re
FL11651 R2 AE 14FL11651 5 R2 lin 032Versal-oc SR 16 15-
11651.6 1 1.5" 24ga. Gulf Snap
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install
per manufacturers detals. For use in HVHZ Zones.
11651.7 1 1.5' 24ga. Versal-oc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @
12" o.c. clip spacing. Install per manufacturers details. For
use in HVHZ Zones.
32Plywood HVHZ..Ddf
Created by Independent Third Party: Yes
1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 6 R2 1.5 24GulfSnao 16 IS-
32Plywood HVHZ..Ddf
FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnap 16 15-
32Plvwood HVHZ..Ddf
Created by Independent Third Party: Yes
1.5' Versal-oc 24ga. 16" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15-
32Plywood HVHZ..odf
FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-
32Plvwood HVHZ..Ddf
Created by Independent Third Party: Yes
111651.8 12" 24ga. MegaLoc 124 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. Not for
use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 8 R2 24MegaLoc 18 15-
32Plvwood NonHVHZ.odf
FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 8 R2 24MegaLoc 18 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
1 116-91.9 124 Ga. Gulf Lok 124 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-96.7PSF
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76
psf @ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8"
fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install
per manufacturers details. Not for use in HVHZ Zones.
11651.10 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.5PSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
11651.11 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clip spacing. Install per manufacturers details. Not
for use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 9 R2 24Gulf-ok 16 IS-
32Plywood NonHVHZ.adf
FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail.adf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 9 R2 24Gulfl-ok 16 IS-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins
over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 10 R2 24GulfSeam 16 1x4 15-
32Plywood NonHVHZ.odf
FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 IS-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over
15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 11 R2 24GulfSeam 18 15-
32Plywood NonHVHZ.Ddf
FL11651 R2 II 14FL11651 11 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 11 R2 24GulfSeam 18 15-
https://floridabuilding.org/prlpr app_ fl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeC,'
32Plvwood NonHVHZ
Created by Independent Third Party:, Yes 1
Hgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 3/5
10/11/2017
Florida Building Code Online
11651.12 126 Ga. 5V Crimp
26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf
@ 6" o.c. fastener spacing. Install per manufacturers
details. For use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 12 R2 265vCrimp 15-
32Plvwood HVHZ.pdf
FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 12 R2 265vCrimp 15-
32Plywood HVHZ.pdf
Created by Independent Third Party: Yes
1651.13
26 Ga. 5V Crimp
26 Ga. 5V Crimp over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R2 II 14FL11651 13 R2 265vCrimp IS -
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
2PI wood NonHVHZ. df
11651 R2 II 14FL1165 13 R2 Metal Roof Panel Detail. df
rified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-131.PSF
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf
eated by Independent Third Party: Yes
12PIywood
@ 16" o.c. fastener pattern. Install per manufacturers
aluation Reports
details. Not for use in HVHZ Zones.
11651 R2 AE 14FL11651 13 R2 265vCrim 15-
NonHVHZ. df
Created by Independent Third Party: Yes
1165
rimp
26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R2 II 14FL11651 14 R2 265vCrimp 1x4 15-
32Plvwood NonHVHZ.pdf
FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf
Created by Independent Third Party: Yes
@ 6" o.c. fastener spacing. Install per manufacturers
Evaluation Reports
details. For use in HVHZ Zones.
FL11651 R2 AE 14FL11651 14 R2 265vCrimp 1x4 15-
32Plywood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.15 126 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.OPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75
psf @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener
spacing. Install per manufacturers details. For use in HVHZ
Zones.
26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 IS-
32Plvwood HVHZ.pdf
FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15-
32Plvwood HVHZ.odf
Created by Independent Third Party: Yes
111651.16 126 Ga. Gulf Lok 126 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.5PSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75
psf @ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener
spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15-
32Plvwood NonHVHZ.pdf
FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 16 R2 26Gulf-ok 16 15-
32Plvwood NonHVHZ.pdf
Created by Independent Third Party: Yes
111651.17 126 Ga. GulfPBR 126 Ga. Gulf PBR Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -59.25 psf @ 24" o.c. fastener pattern.-154.75 psf
@ 12" o.c. fastener pattern. Install per manufacturer
details. Not for use in HVHZ
Installation Instructions
FL11651 R2 II 17 R2 26Gu1fPBR 15-32Plvwood NonHVHZ.pdf
FL11651 R2 II 17 R2 Metal Roof Panel Detail.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 17 R2 26Gu1fPBR 15-
32Plywood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.18 126 Ga. GulfPBR I P26 Ga. lywood GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32"
Limits of Use
Installation Instructions
https://floridabuilding.org/pdpr app_dti.aspx?param=wGEVXQwtDgsQFc5K%2tTrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 4/5
10/11/2017 r Florida Building Code Online
Approved for use AIM Yes
FL11651 R2 1651 18 R2 26GulfPBR 1x4 15-
32PI wood HV
FL11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" D.C. fastener spacing.-151.75 psf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
@ 12" fastener spacing. Install per manufacturer's details.
Evaluation Reports
For use in HVHZ Zones
FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 15-
32Plvwood HVHZ.Ddf
Created by Independent Third Party: Yes
11651.19
26 Ga. GulfPBR
26 Ga. GUIfPBR over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Installation Instructions
FL11651 R2 II 14FL11651 19 R2 26Gu1fPBR 15-
32Plywood HVHZ.Ddf
FL11651 R2 II 19 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-154.7PSF
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf
Created by Independent Third Party: Yes
@ 12" o.c. fastener spacing. Install per manufacturer's
Evaluation Reports
details. For use in HVHZ Zones.
FL11651 R2 AE 14FL11651 19 R2 26GulfPBR 15-
32Plywood HVHZ.pdf
Created by Independent Third Party: Yes
11651.20
26 Ga. GUIfPBR
26 Ga. GUIfPBR over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -94.25 psf @ 24" D.C. fastener spacing.-151.75 psf
FL11651 R2 II 20 R2 26GulfPBR 1x4 IS -
32Plywood NonHVHZ.Odf
FL11651 R2 II 20 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
@ 12" fastener spacing. Install per manufacturer's details.
Not for use in HVHZ Zones
Evaluation Reports
FL11651 R2 AE 20 R2 26GulfPBR 1x4 15-
32Plywood NonHVHZ.adf
Created by Independent Third Party: Yes
Go to Page Page 1 / 2 Y�
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact B50.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
= ® ® __1;t ®i
Credit Card
Safe
https://floddabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgsQFc5Kp/o2frrZeCSHgw99R5wgNNppMyNezj3512E8POQwgAg/o3d`/o3d 5/5
40 a
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. SV Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.13 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 t J 1 1 1 1 #,,
Newberry, FL 32669 ��•`'P�UEL S., j�G,,�
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.13 R2 • JUNE 15, 2015
.o,. ..y,
' _%C;E/Vs�
* No. 75519 _
STATE OF
�O' - -4 O R 1 O P• •��i�Q:
14"ONA L SO
06�30� �zo15
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/32" plywood decking.
Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener:
#9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/ Florida Building Code 2014.
Design Uplift Pressures:
FL# 11651.13 R2 • JUNE 15, 2015
Table "A"
Maximum Total Uplift Design Pressure
94.25 psf
131.0 psf
Fastener Pattern
12"-12"
9.5"-2"-9.5"
Fastener Pattern Spacing
16" O.C.
16" O.C.
Design Pressure includes a Safety Factor = 2.0.
'am "X0 . -
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 - Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0053T 05 & 117-0331 T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL# 11651.13 R2 • JUNE 15, 2015
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Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Heights 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2014.
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 114"
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
ZONE 2
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
ZONE 3
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 2
16" TYPE 2
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W1 MIN. A" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. I-1h2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
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ZONE 2 ZONE 3
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CA\IC
Note: Dimension (a) is defined as 10% of the minimum width of the building or
—a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
ZONE 2 GABLE ROOF
-�--------------------La
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RIDGE
!----- - !
---------------------- 4a
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ZONE 1
' --------------------I
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"'ZONE 3 \-EAVE
FL# 11651.13 R2 • JUNE 15, 2015
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
12" 12"
At Panel Lap
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer