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FL# FL11651-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived J
Product Manufacturer Gulf Coast Supply&Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-7852
ray@gulfcoastsupply.com
Authorized Signature Ray Bowen
ray@gulfcoastsupply.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
J 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
D Validation Checklist- Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.odf
FL11651 R2 COI Letter of Name chanoe.odf
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://www.floridabLilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5p/D2FrrZeCSHgw99R5wgNNppMyNezj3512E8POQwgAp/D3d`/o3d 1/5
9/23/2016 Florida B I ilding Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/01/2015
Date Validated 07/10/2015
Date Pending FBC Approval 07/18/2015
Date Approved 08/18/2015
Summary of Products
Go to Page L--j 0 0 0 Page 1/ 2
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 32Plvwood NonHVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.odf
Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519
Other:-108.5 psf @ 12" o.c. Install per manufactu ers Created by Independent Third Party: Yes
details. Not for use in HVHZ Zones. Evaluation Reports
FL11651 R2 AE 14FL11651 1 R2 0325vCrimp 15-
32Plvwood NonHVHZ.Ddf
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 032GulfLok 16 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf
Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519
Other: -52.5 psf @ 5 3/16"o.c. fastener spacing. 116.0 Created by Independent Third Party: Yes
psf @ 5 3/16" o.c. fastener spacing. Install per Evaluation Reports
manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15-
32Plvwood NonHVHZ.Ddf
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 FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnan 17 15-
Impact Resistant: N/A 32Plvwood HVHZ..pdf
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" Created by Independent Third Party: Yes
o.c. clip spacing. Install per manufacturers details For use Evaluation Reports
in HVHZ Zones. FL11651 R2 AE 14FL11651 3 R2 1 24GulfSnaD 17 15-
32P_I_ywood HVHZ..Ddf
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-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..odf
Design Pressure: +N/A/-138.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -71 psf @ 24" o.c. clip spacing. -138.5 ps @ 6" Created by Independent Third Party: Yes
o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports
in 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"Alumin m 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-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..odf
Impact Resistant: N/A I FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..odf
Design Pressure: +N/A/-101.OPSF Verified By: Dan Kuhn, P.E. 75519
Other:-63.3 psf @ 24" o.c. clip spacing. -101.0 sf @ 6" Created by Independent Third Party: Yes
o.c. clip spacing. Install per manufacturers detail . For use Evaluation Reports
in HVHZ Zones. FL11651 R2 AE 14FL11651 5 R2 lin 032VersaLoc SR 16 15-
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc K%2rFrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 215
9/23/2016 Florida B jilding Code Online
32Plvwood HVHZ..Ddf
Created by Independent Third Party: Yes
11651.6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16"Wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 6 R2 1.5 24GulfSnaD 16 15-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..pdf
Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psi @ 12" Created by Independent Third Party: Yes
o.c. clip spacing. -116.0 psf @ 6" o.c. clip spacing. I istall Evaluation Reports
per manufacturers detals. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnao 16 15-
32Plvwood HVHZ..Ddf
Created by Independent Third Party: Yes
11651.7 1.5" 24ga. VersaLoc 1.5 VersaLoc 24ga. 16"wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..odf
Design Pressure: +N/A/-123.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -59.75 psf @ 24 o.c. clip spacing. -123.5 p f @ Created by Independent Third Party: Yes
12" o.c. clip spacing. Install per manufacturers details. For Evaluation Reports
use in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-
32Plywood HVHZ..Ddf
Created by Independent Third Party: Yes
11651.8 2" 24ga. MegaLoc 24 Ga. 2" MegaLoc 18"wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 8 R2 24MegaLoc 18 15-
Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.Ddf
Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 p f @ 12" Created by Independent Third Party: Yes
o.c. clip spacing. Install per manufacturers details. Not for Evaluation Reports
use in HVHZ Zones. FL11651 R2 AE 14FL11651 8 R2 24MegaLoc 18 15-
32Plvwood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.9 24 Ga. Gulf Lok 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 9 R2 24GulfLok 16 15-
Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail.Ddf
Design Pressure: +N/A/-96.7PSF Verified By: Dan Kuhn, P.E. 75519
Other:-81.75 psf @ 10-1/4" o.c. fastener spacing -96.76 Created by Independent Third Party: Yes
psf @ 5-1/8" o.c. fastener spacing. -121.75 psf @ -1/8" Evaluation Reports
fastener spacing. -161 psf @ 5-1/8"fastener spaci g. FL11651 R2 AE 14FL11651 9 R2 24GulfLok 16 15-
Install per manufacturers details. Not for use in H HZ 32Plvwood NonHVHZ.odf
Zones. Created by Independent Third Party: Yes
11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16" Wide 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 10 R2 24GulfSeam 16 1x4 15-
Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.odf
Design Pressure: +N/A/-93.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -93.5 psf @ 18" o.c. Install per manufactu ers Created by Independent Third Party: Yes
details. Not for use in HVHZ Zones. Evaluation Reports
FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15-
32Plywood NonHVHZ.odf
Created by Independent Third Party: Yes
11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over
15/32" Plywood
Limits of Use Installation Instnuctions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 11 R2 24GulfSeam 18 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 11 R2 Metal Roof Panel Detail.Ddf
Design Pressure: +N/A/-108.SPSF Verified By: Dan Kuhn, P.E. 75519
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ Created by Independent Third Party: Yes
12"o.c. clip spacing. Install per manufacturers d tails. Not Evaluation Reports
for use in HVHZ Zones. FL11651 R2 AE 14FL11651 11 R2 24GulfSeam 18 15-
32Plywood NonHVHZ.Ddf
Created by Independent Third Party: Yes
hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5 %2tTrZeCSHgw99R5wgNNppMyNezj3512EBPOQwgA%3d%3d 3/5
9/23/2016 Florida BI ilding Code Online
11651.12 126 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 265vCrimp 15-
Approved for use outside HVHZ:Yes 32Plywood HVHZ.Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.pdf
Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519
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 manufacturer Evaluation Reports
details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimp 15-
32Plywood HVHZ.odf
Created by Independent Third Party: Yes
11651.13 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 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant: N/A FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.odf
Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn, P.E. 75519
Other: -94.25 psf @ 16" o.c. fastener pattern. -13 .0 psf Created by Independent Third Party: Yes
@ 16" o.c. fastener pattern. Install per manufacturers Evaluation Reports
details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15-
32Plywood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.14 26 Ga. 5V Crimp 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-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.pdf
Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519
Other:-108.5 psf @ 12" o.c. fastener spacing. -15 .5 psf Created by Independent Third Party: Yes
@ 6" o.c. fastener spacing. Install per manufactures Evaluation Reports
details. For use in HVHZ Zones. FL11651 R2 AE 14FL116SI 14 R2 265vCrimp 1x4 15-
32Plywood NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 IS-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf
Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn, P.E. 75519
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. 121.75 Created by Independent Third Party: Yes
psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16" o.c. f stener Evaluation Reports
spacing. Install per manufacturers details. For use in HVHZ FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15-
Zones. 32Plvwood HVHZ.odf
Created by Independent Third Party: Yes
11651.16 26 Ga. Gulf Lok 26 Ga. 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 16 R2 26GulfLok 16 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.odf
Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes
psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16'fastener Evaluation Reports
spacing. Install per manufacturers details. Not for use in FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 15-
HVHZ Zones. 32Plywood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.17 26 Ga. GulfPBR 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.odf
Approved for use outside HVHZ:Yes FL11651 R2 II 17 R2 Metal Roof Panel Detail.odf
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 manufactu er FL11651 R2 AE 17 R2 26GulfPBR 15-
details. Not for use in HVHZ 32Plvwood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.18 26 Ga. GulfPBR 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 15-
Approved for use outside HVHZ:Yes 32Plywood HVHZ.pdf
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsQFc I %2ffrZeCSHgw99R5wgNNppMyNezj3512EBPOQwgA%3d%3d 4/5
9/23/2016 Florida B jilding Code Online
Impact Resistant: N/A FL11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf
Design Pressure: +N/A/-151.7PSF Verified By: Dan Kuhn, P.E. 75519
Other: -100.5 psf @ 24" o.c. fastener spacing. -15175 psf Created by Independent Third Party: Yes
@ 12" fastener spacing. Install per manufacturer's c1tails. Evaluation Reports
For use in HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 15-
32Plvwood HVHZ.odf
Created by Independent Third Party: Yes
11651.19 26 Ga. GulfPBR 26 Ga. GulfPBR over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 19 R2 26GulfPBR 15-
Approved for use outside HVHZ:Yes 32Plywood HVHZ.pdf
Impact Resistant: N/A FL11651 R2 II 19 R2 Metal Roof Panel Detail.pdf
Design Pressure: +N/A/-154.7PSF Verified By: Dan Kuhn, P.E. 75519
Other: -60.5 psf @ 24" o.c, fastener spacing. -154. 5 psf Created by Independent Third Party: Yes
@ 12" o.c. fastener spacing. Install per manufactur is Evaluation Reports
details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 19 R2 26GulfPBR 15-
32Plywood HVHZ.Ddf
Created by Independent Third Party: Yes
11651.20 26 Ga. GulfPBR 26 Ga. GulfPBR over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 20 R2 26GulfPBR 1x4 15-
Approved for use outside HVHZ:Yes 32Plvwood NOnHVHZ.Ddf
Impact Resistant: N/A FL11651 R2 II 20 R2 Metal Roof Panel Detail.pdf
Design Pressure: +N/A/-151.7PSF Verified By: Dan Kuhn, P.E. 75519
Other: -94.25 psf @ 24" o.c. fastener spacing. -15 .75 psf Created by Independent Third Party: Yes
@ 12"fastener spacing. Install per manufacturer's etails. Evaluation Reports
Not for use in HVHZ Zones FL11651 R2 AE 20 R2 26GulfPBR 1x4 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
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Contact Us:: 2601 Blair Lone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Co ri ht 20071013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
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mail to this entity.Instead,contact the office by phone or by raditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
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one.The emails provided may be used for official communicate n 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 ad ress 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:
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SUPPLY & MANUFACTURING
PRODUCT5 V C R
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA APPROVAL N O. 11651.12F
TRI
Product Eval ation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 75132" Plywood
Florida Product A roval #11651.12 R2
Florida Buildi g Code 2014
Per Rule 61 G20-3
Meth d: 1 —D
Categor : Roofing
Subcategory: Metal Roofing
Compliance Metho : 61 G20-3.005(1)(d)
H HZ
Product M nufacturer:
Gulf Coast Supply Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberr JL32669
%% IEL S, k�
• \,\CEtV
Enginee Evaluator:
Dan Kuhn RE. #75519 No. 75519 _
Florida Evaluati n ANE ID: 10743
OF
STATE '
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Validator:
Locke Bowdn, P.E. #49704 '�,;0NAL EN
9450 A17bury Place o6 o 1 t
Montgom ry, AL 36117 j3 ot S
Co tents:
Evaluation Re ort Pages 1 - 5
FL#11651.12 R2•JUNE 15,2015
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26 GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651 . 12 Fes'
Ttvl
Compliance Statement: The product as descr bed in this report has demonstrated compliance with the
Florida Building Cod 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: 5V Crimp Roof Panel 26 Ga. Steel, 24" Coverage, through fastened
roof panel with faste iers in the panel flat over minimum 15/32" plywood
decking. Non StruCtL ral application.
Panel Material/Standards: Material: Minimum 6 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Cod 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistant : 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 se ling washing through panel rib.
%a" minimum penet ation through plywood.
Corrosion Resistanc : Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" t ick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood nd plywood supports are outside the scope of this evaluation.
Must be designed i accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table"A"
Maximum Total UpDifiit Ksi.gn Pre-ss.u!re 108.5 psf 156.5 psf �
Fastener Pattern I Panel Rib Panel Rib
Fa-Re.ner Pattern S acing 12" O.C. 6" O.C.
Design Pressure inc udes a Safety Factor=2.0.
FL#11651.12 R2•JUNE 15,2015
PRODUCT e ® .
ENGINEERING,KUHN
G61iCozk
FtDRIDA P'�R:011)Ud�"
SUPPLY & MANUFACTURING
5 V L11 L
26 GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651 . 1 R2
I[VI
Code Compliance: The product describe A herein has demonstrated compliance with the
Florida Building CodE 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluati n is limited to compliance with the structural wind load
requirements of the lorida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product describ d herein has demonstrated compliance with:
• TAS 125-03
• UL 80-06 -Test for Uplift Resistance of Roof Assemblies
• UL 897-04- Uplift Test for Roof Covering Systems.
• TAS 100-95 -Test Procedure for Wind and Wind Driven Rain
Res stance of Discontinuous Roof Systems
• TA 110-00 -Accel. Weathering ASTM G 155/Salt Spray ASTM
B 1 7.
Reference Data: 1. TAS 125-03 UL 580-94/ 1897-98 Uplift Test
Force Engin ering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 17-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654)
Report No. F130-07, Dated 02/28/2007
Report No. F215-08, Dated 07/08/2008
3. TAS 110-0 : Valspar Fluropon coated metal panel testing
A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate f Independence
By Dan Ku n, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Orga ization #ANE ID: 10743)
Test Standard Equivalence: 1. The UL 58 -94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 18 7-98 test standard is equivalent to the UL 1897-04 test
standard.
3. ASTM G 1 5 is equivalent to ASTM G26
Quality Assurance Entity: The manufacturer as established compliance of roof panel products in
accordance with th Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing un er a quality assurance program audited by an approved quality
assurance entity.
FL#11651.12 R2•JUNE 15,2015
RT• , A ® REP,01
ISLANDKUHN
11.670 •LANE, BOCA RATON, •
® ' ® ® . . . . ® . G6iCozk
SUPPLY & MANUFACTURING
5VC"' � P\-�, LD
26 GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651 .12 R2
T(vt
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1515.2 and i accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufact rer's recommended details and RAS 133.
Underlayment: Per Manufacturer's i stallation guidelines per Florida Building Code 2014 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire b rrier having a current NOA. Refer to a current fire directory
listing for fire rating of this roofing system assembly as well as the location of the
fire barrier within th assembly. Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm va ues are outside the scope of this report.
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 liste on the load table, design wind loads shall be determined
for each project in a cordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stre s design. The maximum fastener spacing listed herein shall
not be exceeded.
FL#11651.12 R2•JUNE 15,2015
• o . ® •
ENGINEERING,KUHN
, w
w ._ , ta,
MGulf SUPPLY & MANUFACTURING
5VCR � MmLF
26 GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.12 R2
TM
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel ovelIi15/32" Plywood
Bulld,ings naving a.Roof Mean He ght,_5 20'-0"; Roof Slope: 2 /12" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180T""ph,",Exposure C,
20-180mph,",Exposure,YC, Risk Category II, Enclosed Building, bas don Florida Building Code 2014.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING _ SPACING
ZONE 1 #9-15x1.5" Plywood 12"TYPE 1 12"TYPE 12"TYPE 1 12'TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1
ZONE 2 ' 0-15x1.5 Plywood 12"TYPE 1 12"TYPE 12"TYPE 1 .12'TYPE 1 12 TYPE 1 12"TYPE 1 12"TYPE 1
ZONE 3 #9-15x1.5" Plywood 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1
1)PANEL DESCRIPTION ,5V CRIMP, MIN. 26 GA., GRADE`50, 24", OVERAGE,3/s"TALL-
; � .
2:)PANEL FASTENER-,#,9-15X1HWH"WITH SEALING WASHER /MIN. %4" PENETRATION.
3)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108.5 PS @ 12" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, 156.5
PsF,6.6" O:C. FASTENER-SPACING:TYPE 2 FASTENER PATTERN BAS D ON TAS 125,UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING: MIN.75132"THICK PLYWOOD'MUST BE D SIGNED 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 ISCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE'2014
ZONE 2 HIP ROOF ZONE a Note:Dimet sion(a)is defined as 10% of the minimum width of the building or
40% of the nean height of the roof,whichever is smaller,however,(a)cannot be
----------------�' a less than eit ier 4% of the minimum width of the building or 3 feet.
RIDGE
-- ( ) #9-15 x 1-1/2" HWH w/Sealing Washer
I 111,
ZONE � \\j G 12
------------------�
-EASE At Panel Lap---/
ZONE 2 GABLE ROOF
II -
-!--- ---------
-------�II
- a
RIDGE -
--
------------
----------III
a
ZONE 1
--------------------
ZONES
SAVE
FL#11651.12 R2•JUNE 15,2015
Florida Building Code Onlibe http://Ivww.floridabuilding.org/pr/pr�_appjti.aspx'iparani=-,A.,(iEVX...
8CIS Home Log In User Registration HotTopfcs Submit Surcharge Stats&Facts Publications Fsc staff Bcis;site ma
Businesg':i-,
uct Approv
Professional Prod
USER:Pubric User al
> > ?RIqatFj Cst>Application Detail
x`=<=' ==4`3
FL# FL2569-R11
Application Type Revision
Code Version 2014
Application Status Approyed
Comments
Archived
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON-US 00000
(819)47B-2400 Ext 3327
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memathleu@soprema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 lean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu@soprem.a.ca
Quality Assurance,Representative lean-Francois Cote, Ph.D.
Address/Phone/Emall 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architeict o
Florida Professional Engineer.
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who de\eloped -Robert J. M. Njeminen
the Evaluation Report -
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, PE
of 1/512016 3:08 PM
lorbbBuildixig Code Onlinehttp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX...
Validation Checklist-Hardcopy Received
Certificate of Independence LL2�69 R12 QI 5 0_ CO3 Nier snen.^r`
Referenced Standard and Year(of Standard) Standard
ASTM D1970
ASTM D6163
ASTM D6164
FM 4474
FRSA/TRI April 2012(04-12)
TAS 103
TAS 110
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/15/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary of Products
FL ii Model,Number or escription
Name
2569.1 Soprema Roof elf adhering roof underlayments
Underlayments
Limits of Use Installation instructions
Approved for use in HVHZ: No k2_569 R11 II 2015 10 FINAL ER SOPREMA CA QNDERLAYP
Approved for use outside q11,Pd
HVHZ:Yeserified By: Robert Nieminen, P.E. PE-59166
impact Resistant: N/A reated by Independent Third Party: Yes
Design Pressure: +N/A/-90 aluation Reports
Other: 1.)Refer to ER Section 5 for X2569 R11 AE 2015 10 FINAL ER SOPRs MA.CA UNDERL I,Y
Limits of Use. 2.)The design pressure f =df,
noted herein pertains to underiayment reated by Independent Third Party:Yes
systems used.beneath adhesive-set tile
systems. Refer to ER Section 5.6.4 for
details.
'Back rrNext.
Contact Us:.1 q4hPhone:850-487=1824
The State of Florida is an AA/EEO employer. a of Florida.::PrlVecv Statement:;gc�essihi Statement.:Qi
Under Florida law,email addresses are puhiic record.If you do not want your e-mail address released in response to a pubik-records req
of3 1/5/2-016 3:08 PM
Florida Building Code Online http://www.floridabailduag.org/pr/pr_app_dtl,aspx?param=wGEVX..:
electronic mail to this entity.Instead,contact the office y phone or,by traditional mail,If you have any questions,please contact 850.487.
Section 455.275(1),Florida Statutes,effective QetatEer 1 2012,licensees licensed under Chapter 455,F.S.must provide the Department wi
they have one,The emags provided maybe used for o tial communication with the licensee.However email addresses are public record.if
supply a personal address,please provide the Departmen with an email address which can be made available to the public.To determine ff yo
Chapter 455,F.S.,please clkk,ems,
Product Approval Accepts:or MZ -
'
SCYRFTlt1.:i;'E:?-e -
1/512016 3:08 PM
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
N
353 CHRISTIAN STREET,UNIT#13
-
"ERD OXFORD,CT 06478
.' TRII
I T i
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Soprema,Inc. Evaluation Report 518010.06.09-119
1640 rue Haggerty FL2569-R11
.Drummondville,Qu6bec J2C 5138 Date of Issuance:06/15/2009
Canada ReVision 9:10/12/2015
SCOPE'
This Evaluation Report is issued under Rule 61G20-3 and t e applicable rules and regulations governing the. use of
construction materials in the State of Florida. The documen ation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Co e and Florida Building Code, Residential Volume. The
products described herein have been evaluated for comp iance with the Sth Edition (2014) Florida Building Code
..sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requir aments the Accredited Quality Assurance Agency noted
herein.
CONTINVEDCOMPUANCE: This Evaluation Report is valid until s ch time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of he Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes a reement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentatio changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements wl h each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded bV the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displaye d,then it shall be done in its entirety,
INSPECTION:Upon request,a copy of this entire Evaluation R port shall be provided to the user by the manufacturer or
its.distributors and shall be available for inspection at theJo site.at the request of the Building Official.
This Evaluation Report consists of pages 1 through 7.
Prepared by:
V .
Robert J.M.NieminenP.E. Thafacsftnfle-sea[appearing authorized by Robert Nierninen,
,
P.E 10112/2015,This does not serve as an electronicallysigned
Florida Registration No.59166,Florida DCA AIVE1983 document.Signed,sealed hardooples have been transmitted tothe
Product Approval Administrator and totho named client
CERTIFICATION dF INDEPENDENCE:
1. Trinity I ERD does not have, not does it intend to acquire.or wi I it acquire, a financial interest in any company manufacturing-or
distributing products it evaluates.
.2. Trinityl ERD is not owned,operated or controlled by any compan manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any Company manufacturing or distributing products for
which the.evaluation reports are being issued.
4. Robert Nlemlnen,P.E.does not have,nor will acquire,a financla interest in any other entity involved in-the approval process of the
product
5. This is a building code evaluation. Neither Trinityl ERD nor RQ ert Nieminen, P.E.are, In any way,the.Designer of Record for any
project on Which this Evaluation Report;-or previous versions th!reof,is/was used for permitting or.desigry guidance unless retained
specifically for that purpose.
TMITY,
ROOFING COMPONENT EvA=Tiom
1. SCOPE:
Product Category' Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as prod iced by Soprema, have demonstrated compliance with the
follow-ing sections of the Florida Building Code thro igh testing in accordance with the following'Standards.
Compliance issubjectto the installation Requirements a id Limitations/Conditions of Use set forth herein.
2. STANDARDS'.
Section - Property Standard Year
15043A Wind Resistance FM 4474 2004
1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009
1507.2.9.2,1507.4.5.1,
1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6'163 2000
1507.11.2 Physical Properties ASTM D6164 2005.
1523,6.5.2.1 Physical Properties TAS 103 1995
TAS*110 Accelerated Weathering TAS 110 2000
1507.3,3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 29'68.0.04-2 05/1412004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05;.2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07115/2005
ERD(TST6049) Wind Resistance 2779.11.05-RI 04/18/2007
ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 I1/02/2007
ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-RI 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Ac hesion S11250.05.10-111 09/09/2010
ERD(TST6049) Physical Properties/Tensile Ac hesion 511150.05.09-R2 10/05/2010'
ERD(TST6049) ASTM D1970 537210.11.11 11109/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile A hesion 543530.02.14-1 02/21/2014ERD(TST6049) Physical Properties/Tensile Zheslohesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04117/2015
M-D(CER1592)
1592) HVHZ Compliance. 09-1005.02 11/04/2010
M-D(CER1592) HVHZ Compliance 13-0530.02 11/27/2014
ICC-ES(EVL2396) 2012,2009 and 2006 113C Com l hance ESR-1524 10/01/2014
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation E)(p.10/16/2017
4. (PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-w ven polyester fabric surfaced, SBS modified bitumen roof
underlayment.
4.2 Lastobond Shield is a self-adhering, wo en polyethylene surfaced, SBS modified bitumen roof
tinderlaymentavallable in two widths;36 an 45 inch.
4.3 RESISTO SA.SMOOTH PLY 40 is a self-adheri g, woven polyethylene surfaced, SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls.
Exterior Research and Design,LLC Evaluation Report 518010.05.09-H9
Certiftote of.A utharizatfon MOM f;L2569-Ril
. .. Revision 9:10/12/2015
Page 2 of 7
TRIP III
T'Y . JI 1
4.4 Lastobond Shield HT is a self-adhering, wov n polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.5 Lastobond Pro HT-N is a self-adhering, w ven polyethylene surfaced, SSS modified bitumen roof
underlayment available in two widths;36 and 5 inch.
4.6 Lastobond Pro HT-S is a self-adhering, wov n polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.7 Lastobond. 195 is a self-adhering, glass-m reinforced, sand-surfaced, SBS modified bitumen roof
underlayment
4.9 Lastobond is a self-adhering; glass-mat einforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4.9 Lastobond Eco is a self-adhering, glass-mal reinforced, sand-surfaced, SBS modified bitumen roof
• underlayment.
4.10 Lastobond Smooth Seal HT is a self-adhering glass-mat reinforced, film-surfaced, SBS modified bitumen
roof underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-m t reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 36-inch sheet width.
.4.12 PrimeSource Grip-Rite Eave&Valley Protecto is a self-adhering,glass-mat reinforced,sand-surfaced,SBS.
modified bitumen roof underlayment,with a 6-inch sheet width.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 44-inch sheet width. .
4.14 Col'phene FR GR is a self-adhering, fiberglas reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
4.15 UnIlay (e) is a mechanically attached, polyes er reinforced, granule-surfaced, SBS. modified bitumen roof
underlayment.
5: Limxnom:
5.1 This is a building code evaluation. Neither nor Robert Nleminen, P.E. are, in any 'way, the
-on which versions thereof,Designer of Record for any project h , his valuation Report,'or previous i f, isfwas
usectfor permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HV Z.
5.3 Fire Classification is not part of thisreport; r(fer to.current Approved Roofing Materials Directory for fire
ratings-of this product.
5.4 Soprema Roof Underlayments may b d� h any prepared roof cover where the product is specifically
referenced within FBC approval documents. ift not listed, a request may be made to the AHJ for approval
based on this evaluation combined with supprting data for the prepared roof covering.,.
5.5 Allowable roof covers applied atop the underil'yments are follows:
TABLE : ROOF COVER OPTIONS
Underlayment Asphalt Nall-Ori Foam-On Metal Wood Shakes& Slate
.Shingles Tile Tile Shingles
Lastobond TU HT Yes Yes Yes Yes Yes Yes
See 5.5.1
Lastobond Shield/Pro HT-N/
.. . Yes No No No Yes Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes. Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R9
.CertificateafAuthorizaVon#9503 FL2569-R11
Revision 9:10/1212015
Page 3 of 7
S
Mill
ER
TABLE 1 ROOF COVER OPTIONS
Underlayment Asphalt ail-On Foam-On Metal wood shakes& Slate
Shingles Tile... Tile Shingles
Lastobond ECO /RESISTO
1_61236,Grip-Rite Eave&Valley Yes. No No No Yes Yes
Protector/RESISTO LB1244
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Yes
Colphene FR GR Yes Yes See 55.1 No Yes Yes
Unilay(e) Yes Yes Yes No No No
B tten Only See 5.5.1
5.5.1 "Foam-On tile" is limited to.use of the follow ng adhesives unless tensile adhesion/long term aging data
from an accredited testing laboratory is provi ed.
Underlayment Adhesive(s)
Lastobond TU HT 3M 2,Component Foam Ro f Tile Adhesive AH-160(FL6332)or Dow Chemical TileBonclT'"Roof
Tile Adhesive(FL717)
Colphene FR GR 3M 2-Component Foam Ro f Tile Adhesive AH-160(FL6332)
Unilay(e) 3M 2-CoiMponent Foam Ro f Tile Adhesive AH-160(FL6332)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:.
Lastobond Shield, Lastobond Pro HT-N, RESIST 0 SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond, Lastobo d 195,.Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Vailey Protector,RESISTO LB1244 ar Lastobon Smooth Seal HT applied to:
> Plywood;ASTM D41 primed plywood; 0 B;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 rimed structural concrete.
Colphene FR GR applied to:
v Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB r Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 00c if the final roof cover is not slated for installation within
24 hours.
Soprema requires tongue-and-groove oard decking be covered with plywood or OSB prior to
installation of the self-adhering underlay ent.
5.6.2 Bond-to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, REST TO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond,. Lastob nd 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Valley Protector,RESISTO L61244,Lastobond Smooth Seal HT or Colphene FR GR applied to.:
1� Dens Deck Prime;SECUROCK Gypsum-Fi er Roof Board.
For installation under mechanically attache, prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roo covering manufacturer's Product Approval. For Installations
under foam-on the systems(Lastobond TU H only), insulation attachment shall be designed by a qualified
design professional and installed based on t sting of the insulation/underiayment system in accordance
with FM 4474,Appendix D or TAS 114,Apper dix J.
Exterior Research and Design,U.C. Evaluation Report 518010.06.09-119
Certiflcate ofAuthorirodon X9503 FL2569-R31
Revision 9:10/12/2015
Page 4 of'7
TRINI TY
5.6.3 Bond to MechanicallV Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESTS 0 SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro'
HT-S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Valley Protector,RESISTO LB124.4,Lastobond S ooth Seal HT or Colphene FR GR applied to:
➢ ASTM D226,Type I or II felt;Sopra-G;Mod fled Sopra-G.
For installations under mechanically attached prepared roof-coverings, base layer shall be attached per
minimum codified requirements. For install ions under foam-on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance wit FRSA/TRj April 2012(04-12).
.5.6.4 Wind Resistance for Underla meat 5 stems in Foam-On Tile A lications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all nderlayment systems beneath foam-on the systems;where
the underlayment forms part of the load-path The following wind uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRl l'pril 2012 (04-12) and are used in foam-ori tile applications.
Maximum Design Pressure is the result of to ing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure di ided by 2 (the 2 to 1 margin of safety per FOC 1504.9 has
already been applied). Refer to FBC 1609 for etermination of design wind pressures.
5.6:4:1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood ti meet project requirements to satisfaction of AHJ.
Primer: (Optional)Elastocol Stick or Elastocol 600c
Underlayment: Lastobond TU HT or Colphe ie FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to m eel project requirements to satisfaction of AHJ.
Primer: Elastocol 600c
Underlayment: Lastobond TU HT or Colphe a FR GR,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min.19/32-inch plywood t meet project requirements to satisfaction of AHJ.
Base Sheet: Sopra-G or Modified Sopr -G mechanically attached with nails (FBC 151:7.5.1) and tin
caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and.6-inch o.c.in three,equally
spaced rows in the center f the sheet.
Underlaymerit: Lastobond TU HT or Colph ne FR GR,self-adhered
5.6.4.4 Maximum Design Pressure=-90.0 psf.
Deck: Min.19/32-inch plywood t meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e) mechanically attl ched with Soprafix Polymer Batten Bar (PB-8) or Soprafix
Metal Batten Bar(MBB)w'th Soprema#15-EL fasteners spaced 6-inch o.c.within the 5-
inch wide, self-adhering s de laps. End laps are 6-inch wide and sealed using either
heat-welding or hot-air we ding techniques.
5.7 Exposure Limitations:
Lastobond, Lastobond 195,Lastobond Eco, L stobond Smooth Seal HT, RESISTO L61236, Grip-Rite Eave & i
Valley Protector or RESISTO LB1244 shall not a left exposed for longer than 30-days after installation.
Lastobond Shield, Lastobond Pro HT-N, RESI TO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond
Pro HT-S shall not be left exposed for longer han 90-days after installation.
Lastobond TU HT or Colphene FR GR or Unil y(e)shall not be left exposed for ionger'than 180-days.after
installation.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R9
Certificate of Authoriratlon#9503 FL2569-RII
:Revision 9:10/1212015.
Page S of 7
f
6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be inst Iled in accordance with Soprema published installation
requirements subject fo the Limitations set fo h in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and chec for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to ap lication, and prime the substrate with Elastocol Stick or
Elastoco1'600c(if applicable).
6.3 Lastobond TU HT Lastobond Shield Lastobo d Pro HT-N,RESISTO SA SMOOTH PLY 40 Lastobond Shield
HT Lastobond Pro HT-S,Lastobond Lastoborld 195 Lastobond Eco Lastobond Smooth Seal HT RESISTO
L81236 Grip-Rite Eave&Valley Protector.RE ISTO L81244 or Col hese FR GR:
63.1 Shall be installed in compliance with the re uirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile A licatibns:
While priming Is optional,Soprema recomme ds priming with Elastocol Stick or Elastocol 6004 if the final
roof cover is not slated for installation within. 4 hours.
Apply sheet parallel to the roof edge. Roll oui approximately 10 ft of membrane and peel back the first 3
ft of release.film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in lace, peel-off the release film diagonally while holding the
membrane tight..Firmly roll the membrane in o place to achieve a bond.
Horizontal seams should be minimum 3-inc es, configured to shed water. Vertical seams should be 6-
�' Inches and staggered not less than 2-ft from ertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or h,t air welding techniques.
When installing at slopes above 8:12,Sopre a recommends back-nailing in the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment int 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet i to place, working from the center of the valley or ridge in
each direction: For valleys,apply the sheet sorting at the lowest point and work upward.
6.3.3 Tile A lications Lastobond TU HT or Col he a FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is ma a to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 04-12).
Tile shall be loaded and staged in a m nner that prevents the slippage and/or damage to the
underlayment.
6_4. Unlla e :
6.4.1 Non-Tile Applications or Nail-On Battened Ti a Applications:
Reference is made to Table 1 herein and FRSA%TRI April 2012(04-12)Installation Manual(if applicable).
Apply sheet parallel to the roof edge a d, starting at the eave with the selvedge-edge upslope,
mechanically attach the 5-inch wide selvedg -edge to the wood deck with nails and tin caps or round cap-
nails spaced 36-inch o.c. Apply the second course in a water-shedding manner with self-adhering side-
laps. Vigorous hand or motorized roller pres ure is applied to the self-adhering laps to ensure a watertight
application.
Vertical seams should be 6-inches and sta gered not less than 2-ft from vertical seams in the course
below. All over-granule end-laps shall be sea ed using either heat-welding or hot air welding techniques.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R9
Certificate ofAuthorliotlon#9503 F.L2569-1111
Revision 9.:10/12/2015
Page 6 of 7
TRINITYERE)
Tile(if applicable)shall be loaded and staged ir a manner that prevents tile slippage and/or damage to the
underlayment:
6.4.2 Foam-0n Tile Applications:
Reference is made.to FRSA/TRI April 2012 (04-12) Installation Manual, Table 1 herein and Section 5.6.4.4
herein.
Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope,
mechanically.attach the 5-inch wide selvedge-Edge to the wood deck Soprafix Polymer Batten Bar(PBB)or
Sopraflx Metal Batten Bar (MBB) with SopreTa #15-EL fasteners spaced 6-inch o.c. Apply the second
course in a water-shedding manner with self-adhering side-laps. Vigorous hand or motorized roller
pressure is applied to the self-adhering laps to nsure a watertight application.
Vertical seams should be 6-inches and staggered not less than 2=ft from vertical seams in the course
below. All over-granule end-laps shall be seale J using either.heat-welding or hot-air welding techniques.
Tile shall be loaded and staged in a man er that prevents tile slippage and/or damage to .the
underlayment.
7: BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having urisdiction in order to properly evaluate the.installation of
this.product.
R. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity fo information on plants covered under- Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALU TION REPORT-
Exterior Research and Design,LLC. Eva luation.Report 518010.06.09-119
Certificate gfAuthorization.0509 FL2969-R31
Revision 9:10/12/2015
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