HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING1/22/2018 Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application D
RECEIVED
OFFICE • FL # FL11651-R3 nn o
SECRETARY Application Type Revision FFD 2 ®2.048
Code Version 2017 !
Application Status Approved ST. Lucle County, Permitti
Comments
Archived O
Product Manufacturer I Gulf Coast Supply & Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
I Info@gulfcoastsupply.com
I
Authorized Signature Ray Bowen
info@gulfcoastsupply.com
Technical Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste
G30
Newberry, FL 32669
Mamma (352) 0778
lnfo@gulfcoastsupply.com
oasts
f nfo@g u Ifcoastsupply.com
Quality Assurance Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
david.eng@gulfcoastsupply.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D Evaluation Report - Hardcopy Received
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
Daniel S. Kuhn
PE-75519
Keystone Certifications, Inc.
04/12/2024
Locke Bowden
O Validation Checklist - Hardcopy Received
FL11651 R3 COI Cert of Independence 2017-10-09,pdf
Referenced Standard and Year (of Standard) Standard
Year
FM 4471
1992
TAS 100
1995
TAS 110
2000
TAS 125
2003
LIL 1897
2012
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1/22/2018
Florida Building Code Online
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/10/2017
Date Validated
10/12/2017
Date Pending FBC Approval
10/17/2017
Date Approved
12/12/2017
Summary of Products
Go to Page 0 0 Pagel/ 20 0
FL # I Model, Number or Name
11651.1 1 0.032" Aluminum 5V Crimp
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.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.
,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
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-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 1 R3 0325vCrimo 15-
32Pivwood NonHVHZ-signed.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 032GuIfLok 16 15-
32Plvwood NonHVHZ-signed.ndf
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-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 3 R3 1 24GulfSnao 17 15-
32Plvwood HVHZ-sioned.odf
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.odf
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-
32Plvwood HVHZ-sianed.odf
Created by Independent Third Party: Yes
1" VersaLoc min .032" Aluminum over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
hops://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFG5K%2frZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d j!�
1 /22/2018
Florida Building Code Online
Design Pressure: +N/A/ -If PSF
Other: -63.3 psf @ 24" o.c. ty%ispacing. -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 it
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.
Created by Indepe t Third Party: Yes
Evaluation ReporW
FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc
SR 16 15-32Pivwood HVHZ-sioned.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.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnap 16 15-
32Pivwood HVHZ-sianed.pdf
Created by Independent Third Party: Yes
1.5" Versal-oc min 24ga. 16" wide Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 7 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 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-
sioned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15-
32Pivwood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.9
24 Ga. Gulf Lok
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 9 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/-96.7PSF
Created by Independent Third Party: Yes
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf
Evaluation Reports
@ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8" fastener
FL11651 R3 AE FL11651 9 R3 24GulfLok 16 15-
32Pivwood NonHVHZ-signed.pdf
spacing. -161 psf @ 5-1/8" fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
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.
Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood
Purlins over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 10 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 10 R3 24GulfSeam 16 1x4 15-
32Pivwood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel
over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 11 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 11 R3 24GulfSeam 18 15-
32Plvwood NonHVHZ-sioned.odf
Created by Independent Third Party: Yes
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1 /22/2018
Florida Building Code Online
11651.12 126 iV Crimp
Min 26 Ga. 5V Crin Df 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 R3 II FL11651 12 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 12 R3 265vCrimo 15-
32Plvwood 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 265vCrimo 15-
32Piywood NonHVHZ-sioned.odf
Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.14 126 Ga. 5V Crimp
Limits of Use
Approved for use in HVHZ: No
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.
Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 14 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 14 R3 265vCrimo 1x4 15-
32Plywood NonHVHZ-signed.odf
Created by Independent Third Party: Yes
111651.15 126 Ga. Gulf Lok I Min 26 Ga. Gulf Lok 16" Wide 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/-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.
11651.16 126 Ga. 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/-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.
11651.17 126 Ga. GulfPBR
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
11651.18 126 Ga. GulfPBR
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 15 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 15 R3 26GulfLok 16 15-
32Plvwood HVHZ-signed.ndf
Created by Independent Third Party: Yes
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 16 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 16 R3 26GulfLok 16 15-
32Plywood NonHVHZ-sioned.odf
Created by Independent Third Party: Yes
Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 17 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 17 R3 26GulfPBR 15-
32Plvwood NonHVHZ-signed.odf
Created by Independent Third Party: Yes
Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail-
sianed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 18 R3 26GulfPBR 1x4 15-
hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 4/5
1 /22/2018
Florida Building Code Online
32Plvwood HVHZ-,_ LAE
-
Created by IndepE.r.��,tThird Party: Yes
11651.19
26 Ga. GUIfPBR
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 -
sioned.odf
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.
32Plywood HVHZ-signed.Ddf
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.odf
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-signed.Ddf
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 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
mall to this entity. Instead, contact the office by phone or by traditional mall. 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 .
Product Approval Accepts:
® ® rig eCheck
Credit Card
Safe
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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 %%•%'Pr11F-L, 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 R3 • OCTOBER 5, 2017
O•'�`GENS�
- No. 75519
= STATE OF •'Q:
�O�FSi A%� 0 R 10 P' • •���.'
NAL EN.�o/os/2oZj
'�IIII,,,,`
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 15/32" plywood decking.
Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 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 t5/32" 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 9 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. 117-0053T05 & 117-0331T08
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 9 OCTOBER 5, 2017
, a W Zr, *' NO. W�-- \.. -
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 9 OCTOBER 5, 2017
ENGINEER LOAD TABLE: 26 Ga. SVCrimp 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.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 W/ MIN. tA" 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. 75h2" 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.
Z HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or
---- ZONE 3 ' rl a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
�- — — — — — — — — — , less than either4% of the minimum width of the building or 3 feet.
\� RIDGE
. ,
----------
----------
ZONE1
-----------------
Z GABLE ROOF
----------------1� —a
I
I
RIDGE
1---------------------
ZONE 1
I
I----------------------1
-ZONE 3 `-EAVE
FL# 11651.13 R3 9 OCTOBER 5, 2017
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