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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL11651-R3
Revision
2017
Approved
O
RECEIVED
JAN 2 3 2018
ST, Lucle County, Permitting
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
flvalidation@yahoo.com
Ray Bowen
7
flvalidation@yahoo m=co'vo7 0P
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
david.eng@gulfcoastsupply.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D Evaluation Report - Hardcopy Received
Daniel S. Kuhn
PE-75510
Keystone Certifications, Inc.
04/12/2024
Locke Bowden
❑d Validation Checklist - Hardcopy Received
FL11651 R3 COI Cert of Independence 2017-10-09.odf
Referenced Standard and Year (of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL1897 2012
https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsQFc5Kp/p2frrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA°/p3d%3d 1/5
1/3/2018 Florida Building Code Online _
UL 580 �,� 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page [— 10
FL # I Model, Number or Name
11651.1 0.032" Aluminum 5V Crimp
Method 1 Option D
10/10/2017
10/12/2017
10/17/2017
12/12/2017
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: -108.5 psf @ 12" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
11651.2 1 0.032" Aluminum Gulf Lok
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.0PSF
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.
11651.3 1 1" 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/--131.OPS
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c.
clip spacing. Install per manufacturers details. For use in HVHZ
Zones.
11651.4 1 1" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5PSF
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
clip spacing. Install per manufacturers details. For use in HVHZ
Zones.
11651.5 1 1" VersaLoc .032" Aluminum
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
0 to Page I / 2 0 40
Description
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail-
sioned.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 1 R3 0325vCrimo 15-
32Plywood NonHVHZ-sioned.odf
Created by Independent Third Party: Yes
Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 2 R3 Metal Roof Panel Detail-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15-
32Plvwood NonHVHZ-sioned.odf
Created by Independent Third Party: Yes
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail-
sioned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 3 R3 1 24GuifSnao 17 15-
32Plywood HVHZ-sioned.pdf
Created by Independent Third Party: Yes
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 15-
32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
1" Versal-oc min .032" Aluminum over 15/32" Plywood
Installation Instructions
FL11651_ R3 II FL11651 5 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
hfps://fioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d 2/6
1/3/2018
Design Pressure: +N/A/ -Si', SF
Other: -63.3 psf @ 24" o.c, ciip spacing. -101.0 psf @ 6" o.c.
clip spacing. Install per manufacturers details. For use in HVHZ
Zones.
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. VersaLoc
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.
11651.8 12" 24ga. MegaLoc
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.
Florida Building Code Online
Created by Indepe, Third Parry: Yes
Evaluation Reports
FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc
SR 16 15-32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail-
sioned.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnaD 16 15-
32Plvwood HVHZ-signed.pdf
Created by Independent Third Party: Yes
1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 15-
32Plvwood HVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail-
signed.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15-
32Plvwood NonHVHZ-signed.odf
Created by Independent Third Party: Yes
111651.9 124 Ga. Gulf Lok I Min 24 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.
Installation Instructions
FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 9 R3 24GulfLok 16 15-
32Plvwood NonHVHZ-signed.Ddf
Created by Independent Third Party: Yes
11651.10 124 Ga. Gulf Seam I Min
ns over 1 2if tam 16" Wide
ide Roof Panel over 1x4 Wood
Purlin
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.SPSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers details.
Not for use in HVHZ Zones.
Installation Instructions
FL11651 R3 II FL11651 10 R3 Metal Roof Panel Detail-
signed.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 IS-
32Plvwood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.11 24 Ga. Gulf Seam I oMin 24 Ga. I ver 15/32" GulfPlywood Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel
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 R3 II FL11651 11 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15-
32Plvwood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
hftps:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d 3/5
1/3/2018 �� Florida Building Code Online
11651.12 26� ;iV Crimp Min 26 Ga. 5V Crin W Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail -
signed.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c. fastener spacing. Install per manufacturers details. For
FL11651 R3 AE FL11651 12 R3 265vCrimp 15-
use in HVHZ Zones.
32Plywood HVHZ-sioned.pdf
Created by Independent Third Party: Yes
11651.13
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail -
signed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-131.PSF
Created by Independent Third Party: Yes
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @
Evaluation Reports
16" o.c. fastener pattern. Install per manufacturers details.
FL11651 R3 AE FL11651 13 R3 265vCrimp 15-
32Plywood NonHVHZ-sioned.pdf
Not for use in HVHZ Zones,
Created by Independent Third Party: Yes
11651.14
26 Ga. 5V Crimp
Min 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 R3 II FL11651 14 R3 Metal Roof Panel Detail -
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c. fastener spacing. Install per manufacturers details. For
FL11651 R3 AE FL11651 14 R3 265vCrimo 1x4 15-
32Plvwood NonHVHZ-sioned.pdf
use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.15
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail -
signed.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-161.OPSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf
Evaluation Reports
@ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing.
FL11651 R3 AE FL11651 15 R3 26GuifLok 16 15-
32Plvwood HVHZ-sioned.pdf
Install per manufacturers details. For use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.16
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 16 R3 Metal Roof Panel Detail -
sioned.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-63.5PSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf
Evaluation Reports
@ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener
FL11651 R3 AE FL11651 16 R3 26GuifLok 16 15-
32Plywood NonHVHZ-signed.ndf
spacing. Install per manufacturers details. Not for use in HVHZ
Zones.
Created by Independent Third Party: Yes
11651.17
26 Ga. GulfPBR
Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail -
sioned.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Party: Yes
Other: -59.25 psf @ 24" o.c. fastener pattern.-154.75 psf @
Evaluation Reports
12" o.c. fastener pattern. Install per manufacturer details. Not
FL11651 R3 AE FL11651 17 R3 26GulfPBR 15-
for use in HVHZ
32Plvwood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.18 126 Ga. GulfPBR I Min 26 Plywood GulfPBR Roof Panel over ix4 Wood Purlins over
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf @
12" fastener spacing. Install per manufacturer's details. For
use in HVHZ Zones
Installation Instructions
FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 18 R3 26GulfPBR 1x4 15-
https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 4/5
1/3/2018
Florida Building Code Online
32Plvwood HVHZ-5i J.pdf
Created by Indepe..._i,Third Party: Yes
11651.19
26 Ga. GulfPBR
Min 26 Ga. GulfPBR over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail -
signed.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Party: Yes
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @
Evaluation Reports
12" o.c. fastener spacing. Install per manufacturer's details.
FL11651 R3 AE FL11651 19 R3 26GulfPBR 15-
For use in HVHZ Zones.
32Plvwood HVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.20
26 Ga. GUIfPBR
Min 26 Ga. GUIfPBR over lx4 Wood Purlins over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail -
sioned.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-151.7PSF
Created by Independent Third Party: Yes
Other: -94.25 psf @ 24" o.c. fastener spacing.-151.75 psf @
Evaluation Reports
12" fastener spacing. Install per manufacturer's details. Not for
FL11651 R3 AE FL11651 20 R3 26GulfPBR lx4 15-
32Plvwood NonHVHZ-sioned.odf
use in HVHZ Zones
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED 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 850.487.1395. *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 emails 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 .
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I IrW010'\di®
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. SV Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.13 R3
Florida Building Code 2017
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
Newberry, FL 32669 ��•P x11EL S, k'�,,�
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 R3 - OCTOBER 5, 2017
V.
* • No. 7551.9
:��• STATE OF -
OR IV
''�s; 0NA L ENS0/05/�0�
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, 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 15/3z" plywood decking.
Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, 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 2017, 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 2017.
Design Uplift Pressures:
FL# 11651.13 R3 e OCTOBER 5, 2017
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.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, 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 2017, 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 1897-12 - 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) @ 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 1897-12 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 2017, 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 2017 section 1507.1.1.
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 R3 • OCTOBER 5, 2017
/\ z2'a i` ■
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 2017 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.
FL# 11651.13 R3 • OCTOBER 5, 2017
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 2017.
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4'
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 W/ 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. 15h2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
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 2017.
wD Dnnc
LVIYC L ZONE 3 r
-----------------
RIDGE
ZONE
----------- - - - - - -
Note: Dimension (a) is defined as 10% of the minimum width of the building or
1:1fa 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
—J—------------------1a
I I
I I
RIDGE
----- --------------� �a
— — — — — — — — — a
ZONE 1
----------------------
"ZONE 3 `EAVF
FL# 11651.13 R3 9 OCTOBER 5, 2017
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
At Panel Lap
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer