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HomeMy WebLinkAboutProduct Approval Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX...
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MR91TRIM"M M. , Product A00ro-1 Menu>Product or Aoofication Search>Aoolkation List>APPliratlon Detail
seal
I� u FL# FL11651-112
Application Type Revislon
Code Version 2014
Application Status Approved
Comments
Archived
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
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Daniel S.Kuhn
Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eng odf
FL11651 R2 COI Letter of Name change.pd
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
Sections from the Code
Product Approval Method Method 1 Option D
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Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
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 Pagel j 0 0 Pagel/20 0
FL# Model,Number or Name Description
11651.1 0.032"Aluminum SV 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 15-32Plvwood NonHVHZ.pdf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.Ddf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-108.SPSF Created by Independent Third Party:Yes
Other:-108.5 psf @ 12"o.c.Install per manufacturers Evaluation Reports
details.Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 1 R2 0325vCrimD 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 032Gulf-ok 16 15-32Plvwood NOnHVHZ.0df
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.Ddf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-116.OPSF Created by Independent Third Party:Yes
Other:-52.5 psf @ 5 3/16"o.c.fastener spacing. Evaluation Reports
-116.0 psf @ 5 3/16"o.c.fastener spacing.Install per FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15-32Plvwood NonHVHZ.odf
manufacturers details.Not for use in HVHZ Zones. 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 24GulfSnap 17 15-32Plvwood HVHZ..Ddf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/--131.OPS Created by Independent Third Party:Yes
Other:-67.3 psf @ 24"o.c.clip spacing.-131 psf @ 6" Evaluation Reports
o.c.clip spacing.Install per manufacturers details.For FL11651 R2 AE 14FL11651 3 R2 1 24Gulf5nao 17 15-32Plvwood HVHZ..odf
use in HVHZ Zones. 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 4.112 24VersaLoc SR 16.5 15-32Plvwood HVHZ..odf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..odf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-138.5PSF Created by Independent Third Party:Yes
Other:-71 psf @ 24"o.c.clip spacing.-138.5 psf @ 6" Evaluation Reports
o.c.clip spacing.Install per manufacturers details.For FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15-32Plvwood HVHZ..Ddf
use in HVHZ Zones. Created by Independent Third Party:Yes
11651.5 1"VersaLoc.032'Aluminum 1"VersaLoc.032'Aluminum over 15/32'Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 lin 032VersaLoc SR 16 15-32Plvwood HVHZ Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..odf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-101.OPSF Created by Independent Third Party:Yes
Other:-63.3 psf @ 24"o.c.clip spacing.-101.0 psf @ Evaluation Reports
6"o.c.clip spacing.Install per manufacturers details. FL11651 R2 AE 14FL11651 5 R2 lin 032VersaLoc SR 16 15-32Plywood HVHZ..pd
For use in HVHZ Zones. 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 24Gulf5nao 16 15-32Plvwood HVHZ..odf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..odf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-116.OPSF Created by Independent Third Party:Yes
Other:-86.0 psf @ 24"o.c.clip spacing.-108.5 psf @ Evaluation Reports
12"o.c.clip spacing.-116.0 psf @ 6"o.c.clip spacing. FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnap 16 15-32Plvwood HVHZ..Ddf
Install per manufacturers detals.For use in HVHZ Created by Independent Third Party:Yes
Zones.
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 15-32Plvwood HVHZ..Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..pdf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-123.5PSF Created by Independent Third Party:Yes
Other:-59.75 psf @ 24"o.c.clip spacing.-123.5 psf Evaluation Reports
@ 12"o.c.clip spacing.Install per manufacturers FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-32Plywood HVHZ..Pdf
details.For use in HVHZ Zones. Created by Independent Third Party:Yes
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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 15-32Plvwood NonHVHZ.Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.pdf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-108.5PSF Created by Independent Third Party:Yes
Other:-71.0 psf @ 24"o.c.clip spacing.-108.5 psf @ Evaluation Reports
12'o.c.clip spacing.Install per manufacturers details. FL11651 R2 AE 14FL11651 8 R2 24MegaLoc 18 15-32Plywood NonHVHZ.Ddf
Not for use in HVHZ Zones. 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 15-32Plvwood NonHVHZ.Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail.pdf
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. Evaluation Reports
-96.76 psf @ 5-1/8"o.c.fastener spacing.-121.75 psf FL11651 R2 AE 14FL11651 9 R2 24Gulfl-ok 16 15-32Plvwood NonHVHZ.Ddf
@ 5-1/8"fastener spacing.-161 psf @ 5-1/8"fastener Created by Independent Third Party:Yes
spacing.Install per manufacturers details.Not for use in
HVHZ Zones.
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 24GuIfSeam 16 1x4 15-32Plvwood NonHVHZ.Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.pdf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-93.5PSF Created by Independent Third Party:Yes
Other:-93.5 psf @ 18"o.c.Install per manufacturers Evaluation Reports
details.Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 10 R2 24GuIfSeam 16 1x4 15-32Plvwood NonHVHZ.Ddf
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 Instructions
Approved for use In HVHZ:No FL11651 R2 II 14FL11651 11 R2 24GuIfSeam 18 15-32Plvwood NonHVHZ.pdf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 it R2 Metal Roof Panel Detail odf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-108.SPSF Created by Independent Third Party:Yes
Other:-69.25 psf @ 24"o.c.clip spacing.-108.5 psf Evaluation Reports
@ 12"o.c.clip spacing.Install per manufacturers FL11651 R2 AE 14FL11651 11 R2 24GuIfSeam 18 15-32Plvwood NonHVHZ odf
details.Not for use in HVHZ Zones. Created by Independent Third Party:Yes
11651.12 26 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 15-32Plvwood HVHZ.pdf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.pdf
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 Evaluation Reports
psf @ 6"o.c.fastener spacing.Install per FL11651 R2 AE 14FL11651 12 R2 265vCrimp 15-32Plvwood HVHZ.Ddf
manufacturers details.For use in HVHZ Zones. 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 15-32Plvwood NonHVHZ odf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.pdf
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 Evaluation Reports
psf @ 16"o.c.fastener pattern.Install per FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15-32Plvwood NonHVHZ Ddf
manufacturers details.Not for use in HVHZ Zones. 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 15-32Plvwood NonHVHZ.Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detaii.pdf
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 Evaluation Reports
psf @ 6"o.c.fastener spacing.Install per FL11651 R2 AE 14FL11651 14 R2 265vCrimp 1x4 15-32Plvwood NonHVHZ.Ddf
manufacturers details.For use in HVHZ Zones. I 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 26Gulf-ok 16 15-32Plvwood HVHZ.pd
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.Ddf
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. Evaluation Reports
-121.75 psf @ 5 3/16"spacing.-161.0 psf @ 5 3/16" FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15-32Plvwood HVHZ.pdf
o.c.fastener spacing.Install per manufacturers details. Created by Independent Third Party:Yes
For use in HVHZ Zones.
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Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
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 15-32PIYwood NOnHVHZ.pdf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.Ddf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-63.SPSF Created by Independent Third Party:Yes
Other:-63.5 psf @ 5 3/16"o.c.fastener spacing. Evaluation Reports
-121.75 psf @ 5 3/16"fastener spacing.-161 psf @ 5 FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 15-32Plvwood NonHVHZ.Ddf
3/16"fastener spacing.Install per manufacturers Created by Independent Third Party:Yes
details.Not for use in HVHZ Zones.
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 15-32Plywood NOnHVHZ.Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 17 R2 Metal Roof Panel Detail.Ddf
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"D.C.fastener pattern.-154.75 Evaluation Reports
psf @ 12"o.c.fastener pattern.Install per FL11651 R2 AE 17 R2 26GulfPBR 15-32Plywood NOnHVHZ.Ddf
manufacturer details.Not for use in HVHZ 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 15-32Plywood HVHZ.odf
Approved for use outside HVHZ:Yes FL11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes
Other:-100.5 psf @ 24"D.C.fastener spacing.-151.75 Evaluation Reports
psf @ 12"fastener spacing.Install per manufacturer's FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 1S-3213lvwood HVHZ Ddf
details.For use in HVHZ Zones 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 15-32Plywood HVHZ.
Approved for use outside HVHZ:Yes FL11651 R2 II 19 R2 Metal Roof Panel Detailpdf
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"D.C.fastener spacing.-154.75 Evaluation Reports
psf @ 12"o.c.fastener spacing.Install per FL11651 R2 AE 14FL11651 19 R2 26GulfPBR 15-32Plvwood HVHZ
manufacturer's details.For use in HVHZ Zones. Created by Independent Third Party:Yes
11651.20 26 Ga.GUIfPBR 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 15-32Plvwood NonHVHZ Ddf
Approved for use outside HVHZ:Yes FL11651 R2 II 20 R2 Metal Roof Panel Detail Ddf
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 Evaluation Reports
psf @ 12"fastener spacing.Install per manufacturer's FL11651 R2 AE 20 R2 26GulfPBR 1x4 15-32Plvwood NonHVHZ Ddf
details.Not for use in HVHZ Zones Created by Independent Third Party:Yes
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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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees
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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
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® ■ , . ■ . ® � , ■ G61ICozst
SUPPLY & MANUFACTURING
5 V('�C--, IL
0.032" ALUMINUM 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.1 R1
TM
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC
0.032"Aluminum 5V Crimp Roof Panel over 15/32" Plywood
Florida Product Approval #11651.1 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place Suite G30 0
Newberry, FL 32669 %%%
2669 OP'�CE/V. .
U
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.�;•
Engineer Evaluator: No, 75519
7.
1 • l �.
Dan Kuhn, P.E. #75519 :-a- X
Florida Evaluation ANE ID: 10743 ?0•. STATE OF
,c
. ��s• LORIDP .\�ki�.•
Validator: 0/01VAL ENG `%
Locke Bowden, P.E. #49704
9450 Alysbury Place o,6130/2015
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL#11651.1 R2•JUNE 15,2015
PA VA
KUHN ENGINEFRING, LLC
F[b . , , , . . . . G61ICoz�
SUPPLY & MANUFACTURING
5VC.-i Li
0.032" ' ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651 . 1 R2
TM
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, Minimum 0.028" Aluminum, Maximum 24" Coverage,
through fastened roof panel with fasteners in the panel rib over minimum 15/32"
plywood decking. Non Structural application.
Panel Material/Standards: Material: Minimum 0.028" Aluminum, 3105 H-24 conforming to Florida Building
Code 2014 Section 1507.4.3.
Paint Finish Optional
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.028" Minimum
Width: 24"Coverage Maximum
Rib Height: 3/8" Major Rib
Panel Fastener: #9-15x1.5" Stainless Steel Panel Tite with sealing washing in the rib of the panel
or approved equal, '/a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table "A"
Maximum Total U,pliift D.e-sipn Pressure 108.5 psf
Fastener Pattern 12"-12"Panel Rib
Fastener Pattern Spacing
Design Pressure includes a Safety Factor= 2.0.
FL#11651.1 R2•JUNE 15,2015
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KUHN ENGINEEWNG, LLC
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SUPPLY & MANUFACTURING
0.032" ALUMINUM 5VCRIMP ROOF PANEL OVER • •
FLORIDA
, • • • , APPROVAL N D 11651.1 R2
TM
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 -Test for Uplift Resistance of Roof Assemblies
• UL 1897-04- Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 117-0165T 11 B
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 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61620-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.1 R2•JUNE 15,2015
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SUPPLY & MANUFACTURING
5 V
0.032" ALUMINUM 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651 . 1 h;
TM
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.1 R2 •JUNE 15,2015
SUPPLY & MANUFACTURING
G ull 'C Woa�.\t
0.032" ALUMINUM 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.1 R;'
TM
ENGINEER LOAD TABLE: 0.032"Aluminum 5VCrimp Roof Panel over 15/32" Plywood
B'u'ildings ha`ulrig a.R®of Nleari Height s�20' ®�"�`"Roof�Slope�, 2���1``2� ,,�1�2`%1�2G`a'`ble orrHip�,Roof�UVlndkSpeetl`s 120,,. ,
11Doif T E '�
aa.<y_ph Exposure RIskXCateg®ry II Enclosed Builtlrng basedon FloridaiBullding Code 2014 h_ "
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ffiffl 15/32' r s xsya � ro-s ,r
ZONE 1 #9-15x1.5" yod tI2 G�912 # 12 � 12
n.
ZONE 2 #9-15x1.5" MIO'15/'2" 12" 12" 12" 12" 12" 12" 12"
Plywood
' -In.'1 2' s` � �n�}. s SF.Y "�VF d k�` x�' ��""a -tx a+.:x � � k �� .s s
ZONE 3 X91,511.5" 12 u12 a �k x x12 > 12 <1 % 1
Plywood
12"
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 0.032" ALUM., 24"COVERAGE.
2.) PANEL FASTENER:#9-15X1.5" STAINLESS STEEL PANEL TITE WITH SEALING WASHING IN THE RIB OF THE PANEL OR APPROVED
EQUAL, Y4" MINIMUM PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-108.5 PSF@ 12" O.C. BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING: MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.)ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
1_1ZONE 2 HIP ROOF a Note: Dimension(a) is defined as 10% of the minimum width of the building or
1 ---- ZONE 3� 40% of the mean height of the roof,whichever is smaller,however, (a)cannot be
--------- — a less than either 4% of the minimum width of the building or 3 feet.
\� RIDGE
----------
PANEL FASTENER AT 12" O.C.
I ---------
ZONE 1 � (1) #9-15 x 1-1/2" Stainless Steel
e W/Sealing Washer
/----------------- Panel Tit
12" 12"
EAVE a _
ZONE 2 GABLE ROOF
- --------- ------- -- =Ta At Panel Lap
RIDGE
------ -- ----------- —'a
+---------------------4 —ya
i
ZONE 1
I I
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ZONE 3 EAVE
FL#11651.1 R2 ■JUNE 15,2015
ENGINEERING,mccommmemb�k
KUHN
• ® PANEL, GullC®ast.
SUPPLY & MANUFACTURING
0.032" ' ' ROOF PANEL OVER PLYWOOD*
FLORIDA PROD APPROVAL NO. 11651 .1
TM
PANEL FASTENER AT 12" O.C.
(1) #9-15 x 1 -1/2" Stainless Steel
Panel Tite W/Sealing Washer
12" 12" or
At Panel Lap--/
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FL#11651.1 R2 -JUNE 15,2015
METAL • • • FM N Et. ® ETe
FMKUHN
11670 •ENGINEERING,BOCA RATON, • 14.•
-'loridaBuilding Code Online littp://www.tloridabuilding.org/pr/pr_app dti.aspx*/param=w(jEVA...
A 41
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BCIS Home i Log In User Registration ; Hot Topics Submit Surcharge f Stats&Facts ; Publications ; FBC Staff BCIS Site Map ; Links j Search
Business'(?';-, _�
I r:• : ;03 Product Approval
Professional � )USER:Publk User
ReaU.atC)ri
Product Aoarovai Menu>pr�dua or Anp4ca cion Search> >Application Detail
z Pi FL# FL2569-119
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Soprema,Inc. Canada
s
Address/Phone/Email 1640 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memath leu @so prema.ca
Authorized Signature Marc-Etienne Mathieu
mem ath i e u @sop rema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu@soprema.ca
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J. M.Nieminen
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL2569 R9 COI 2015_01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D6163 2000
ASTM D6164 2005
of 2 7/14/2015 7:39 AM
lorida Building Code Online littp://www.tionaabull(lmcr.org/pvpi�_app_atLaspxzparam=wkjr.vA...
FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
TAS 110 2000
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/17/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Date Revised 06/29/2015
Summary of Products
FL* Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2569 R9 II 2015 04 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R9.odf
impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166
Design Pressure:+N/A/-90 Created by Independent Third Party:Yes
Other: 1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R9_AE .2015 04.FINAL ER .SOPREMA CA UNDERLAYMENTS_FL2569-
noted herein pertains to underlayment 99.adf
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems.Refer to ER Section 5.6.4 for
details.
Badcl INext
Contact Us.::1940 North Monroe Street,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,donotsend 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 it 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 b_ecg_.
Product Approval Accepts:
® ached
of 2 7/14/2015 7:39 AM
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#/9503
i 353 CHRISTIAN STREET, UNIT#13
` > RI ! 1 9 1�-�/ i ERD OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Soprema,Inc. Evaluation Report 518010.06.09-117
'1640 rue Haggerty FL2569-119
Drummondville,Quebec J2C 5138 Date of Issuance:06/15/2009
Canada Revision 7:04/17/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
-.�•• •L� e facsimile l
me seaappearing y Robert Nieminen,
Robert J.M.Nieminen P.E. � 0'.'p-.- � 2 'C' ThfpP gwas authorized b
�!,-fid+., C,p_�•• P.E.on 04/17/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 �'•w,�,��p y,�l�� document Signed,sealed hardropies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity[ERD is not owned,operated or controlled by any company 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 Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
r
Q 1 ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the fallowing
sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1523.65.2.1 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:
Emily Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
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 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-Ri 04/18/2007
ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-112 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Physical Properties/Accelerated Weathering SOPC-SC8520.14 04/17/2015
M-D(CER1592) 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 IBC Compliance ESR-1524 10/01/2014
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering,non-woven polyester fabric surfaced,SBS modified bitumen roof underlayment.
4.2 Lastobond Shield is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available
in two widths;36 and 45 inch.
4.3 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature,SBS modified bitumen roof
underlayment.
4.4 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths;36 and 45 inch.
4.5 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment.
4.6 Lastobond 195 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
4.7 Lastobond is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
4.8 Lastobond Eco is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R7
Certificate of Authorization#9503 FL2569-119
Revision 7:04/17/261S
Page 2 of 6
iENI 1 ERD
4.9 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof
underlayment.
4.10 Resisto LB1236 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,with
a 36-inch sheet width.
4.11 PrimeSource Grip-Rite Eave &Valley Protector is a self-adhering,glass-mat reinforced, sand-surfaced, SBS modified
bitumen roof underlayment,with a 36-inch sheet width.
4.12 Resisto LB1244 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,with
a 44-inch sheet width.
4.13 Colphene FR GR is a self-adhering,fiberglass reinforced,granule-surfaced,SBS modified bitumen roof underlayment.
4.14 Unilay (e) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.4 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed,a request may be made to the AH1 for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are follows:
TABLET:ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles 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
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Lastobond ECO /Resisto 1_61236,
Grip-Rite Eave&Valley Protector/ Yes No No No Yes Yes
Resisto LB1244
Lastobond Smooth Seal HT YesNo No Yes Yes Yes
Colphene FR GR Yes Yes See Yes
s No Yes Yes
Unilay(e) Yes Yes Yes No No No
Batten Only See 5.5.1
5.5.1 "Foam-On Tile" is limited to use of the following adhesives unless tensile adhesion /long term aging data from an
accredited testing laboratory is provided.
Underlayment Adhesive(s)
Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical TileBond"Roof
Tile Adhesive(FL717)
Colphene FR GR 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Unilay(e) 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R7
Certificate of Authorization#9503 FL2569-119
Revision 7:04/17/2015
Page 3 of 6
TRINITY;ERD
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Lastobond Shield,Lastobond Pro HT-N,Lastobond Shield HT or Lastobond Pro HT-S applied to:
Plywood; ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine;ASTM D41 primed structural concrete.
Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, Resisto LB1236, Grip-Rite Eave & Valley Protector,
Resisto LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with
Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours.
➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the
self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N,Lastobond Shield HT, Lastobond Pro HT-S or Colphene FR
GR applied to:
9 DensDeck DuraGuard;DensDeck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield,Lastobond Pro HT-N,Lastobond Shield HT,Lastobond Pro HT-S or Colphene FR GR applied to:
ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on the systems,base layer shall be attached in accordance with
FRSA/TRI April 2012(04-12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile 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/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for
determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)Elastocol Stick or Elastocol 600c
Underlayment: Colphene FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol 600c
Underlayment: Colphene FR GR,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 osf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Sopra-G or Modified Sopra-.G mechanically attached with nails(FBC 1517.5.1)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 of the sheet.
Underlayment: Colphene FR GR,self-adhered
Exterior Researeh and Design,LLC. Evaluation Report 518010.06.09-R7
Certificate of Authorization 119503 FL2569-R9
Revision 7:04/17/2015
Page 4 of 6
TRIM ERD
5.6.4.4 Maximum Design Pressure=-90.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e)mechanically attached with Soprafix Polymer Batten Bar(PBB)or Soprafix Metal Batten
Bar (MBB) with Soprema #15-EL fasteners spaced 6-inch o.c. within the 5-inch wide, self-
adhering side laps. End laps are 6-inch wide and sealed using either heat-welding or hot-air
welding techniques.
5.7 Exposure Limitations:
5.7.1 Lastobond Shield,Lastobond Pro HT-N,Lastobond,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,Resisto
LB1236, Grip-Rite Eave &Valley Protector or Resisto LB1244 shall not be left exposed for longer than 30-days after
installation.
5.7.2 Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation.
5.7.3 Lastobond TU HT or Colphene FR GR or Unilay(e)shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate with Elastocol Stick or Elastocol 600c(if applicable).
6_3 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond,
Lastobond 195, Lastobond Eco. Lastobond Smooth Seal HT, Resisto LB1236, Grip-Rite Eave & Valley Protector.
Resisto LB1244 or Colphene FR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the
type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
While priming is optional,Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover
is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out 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 place, peel-off the release film diagonally while holding the membrane
tight. Firmly roll the membrane into place to achieve.a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. 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 sealed using
either heat-welding or hot air welding techniques.
When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area at the top of the sheet
at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over
valley or ridge.Drape and press sheet into place,working from the center of the valley or ridge in each direction. For
valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TU HT or Colohene 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 Colphene FR GR in foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance
limitations.
Tile shall be loaded and staged in a mannerthat prevents tile slippage and/or damage to the underlayment.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R7
Certificate of Authorization 0503 F1.2569-119
Revision 7:04/17/2015
Page 5 of 6
1
`.. TRINITY I ERD
6_4 Unila e:
6.4.1 Non-Tile Applications or Nail-On—Battened Tile 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 and,starting at the eave with the selvedge-edge upslope, mechanically attach
the 5-inch wide selvedge-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
pressure is applied to the self-adhering laps to ensure 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 sealed using either heat-welding or hot air welding techniques.
Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.4.2 Foam-On Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 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 Soprafix Metal Batten Bar
(MBB)with Soprema#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 ensure 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 sealed using either heat-welding or hot air welding techniques.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for 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 EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R7
Certificate of Authorization#9S03 FL2569-R9
Revision 7:04/17/2015
Page 6 of 6
orida Building Code Online http://www.tlortdabuilcimg.org/pr/pr_app_gti.aspx-tparam=war,vA...
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41�101
BCIS Home Log In i User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Ma
Business�r@PSodProfessional PubliAUser
pproval
Regulation
Product Aoorova!Menu>Product or Aoollcation Search>�nlicatI n List>Application Detail
FL# FL2�18 R9
i Application Type Revision
Code Version -39J-4-
Application
4-Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviei
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Maxim Industries, Inc.
Address/Phone/Email 1630 Terre Colony Court
Dallas,TX 75212-6221
(214) 905-2021
info@maximskylights.com
Authorized Signature David Thornton
info@maximskylights.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Sky Lights
Subcategory Skylight
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation &Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
A 3 11/23/2015 2:14 PM
orida.Building Code Online http://www.tiorldabwlcimg.orgipr/pr_app_gti.aspx!param=wkjhvA...
• Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/10/2015
Date Validated 07/16/2015
Date Pending FBC Approval
Date Approved 07/25/2015
Summary of Products
FL# Model, Number or Name Description
2418.1 Dade Curb Mount Skylight Polycarbonate Glazed Aluminum Skylight
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2418 R9 C CAC NI009198A-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration D
Impact Resistant: Yes 12/31/2017
Design Pressure: +60/-60 Installation Instructions
Other: FL2418 R9 II DCM1507.pdf
Verified By: National Accreditation &Manag
Created by Independent Third Party:
Evaluation Reports
FL2418 R9 AE Evaluation Reoort-TBA 15-C
Created by Independent Third Party: Yes
2418.2 Dade Self Flashing Skylight Polycarbonate Glazed Aluminum Skylight
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2418 R9 C 'CAC. NI009198-114.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration D
Impact Resistant:Yes 12/31/2017
Design Pressure: +60/-60 Installation Instructions
Other: FL2418 R9 II DSF1507:ndf
Verified By: National Accreditation &Manag
Created by Independent Third Party:
Evaluation Reports
FL2418 R9 AE Evaluation ReoortTBA 15-C
Created by Independent Third Party: Yes
Back Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrlght 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 req
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.Ifyou have any questions,please contact 850.487.
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wi
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.II
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yo
Chapter 455,F.S.,please crick here.
Product Approval Accepts:
)f 3 11/23/2015 2:14 PM
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI009198-R4
DATE: 12/30/2007
CERTIFICATION PROGRAM: Structural
COMPANY: Maxim
CODE: M-1256-1
A.Pp0. :.•
REVISION DATE: 12/18/2014
To verify that the"Notice of Product Certification"is valid,please visit kvw%u.NAM]Ccrtification.com to assure that
the product is active and currently listed.This certification represents product conformity to the applicable
specification and that certification criteria has been satisfied. A NAW approved certification label must be applied
to the product to claim certification status. Please review and advise NAMI if any corrections are required to this
document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Maxim Industries,Inc. Series "Dade Self-Flashing"
1630 Terre Colony Court Polycarbonate Glazed Aluminum Skylight
Dallas,Texas 75212
Configuration: O
Glazing:Exterior Dome-0.118" Hyzod
Polycarbonate w/8" rise/Interior Dome-0.118"
Hyzod Polycarbonate w/4"rise
Overall: W-416" DLO: W-39"
H-816 1-1-79"
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure=+60/-60 psf
Large Missile Impact.Rated
Product Tested By: Architectural Testing, Inc.
Report No: ATI-01-43381.01
Expiration Date: December 31,2017
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
H
MAXIM INDUSTRIES, INC. 4
DADE SELF FLASHING SKYLIGHT = c o N
0
F-
U-
u-J Q
W �U�
wLLI
3'MAX.FROM 12"MAK Q W A
CORNERS TYP. O.C.TYP. ❑ E•�
GENERAL NOTES' Cn
• ——————— • 1.This Product has been designed and tested to conform to the requirements as determined in the
o r Florida Building Code 5th Edition(2014).
LLN I I U
2.This product is designed for within and outside High Velocity Hurricane Zone. �
• I I o a
I 3.The Details and specifications shown herein represent product engineered and tested for water, o
I I air,impact,cyclic and uniform static air pressure testing in conformance with TAS 201,TAS 202, r- T E
TAS 203. y N o 0 0
I I m Tt v
-co
• I I • 4.When used in areas requiting wind bome debris protection this product complies with Sections 0 .o o >
1609.1.2 and 1626 of the Florida Building Code 5th Edition(2014)and does not require an impact ¢ M W LL V a
I I resistance covering. 1 CL
cL
o m =mea
5.Building structure must be designed by licensed professional engineer to carry the loads applied -0 = @ W
a • I I • z from this product
i CD m
Loo
CL
6.All anchors to surrounding structure to be as listed and spaced as specified In these drawings,any M Dj =1Ci WE M
o I I Jct z substitutions shall be approved by licensed professional Engineer. E M
I I 5 ¢ 3
• • q " 7.Skylight Material is 6063-T6 Extruded Aluminum.Skylight Inner and Outer Dome Material Is ,Y rn
O o Polycarbonate,NOA#12-0605.05.
I B.Substrate material:Wood,minimum specific gravity of 0.42. 0
• I I • m o
I I �etttttas�:t s°.IS
OQORE g °P,0..
• I I • DESIGN PRESURE RATING(PSF) IMPACT RATING ` No 09814 •9�"
t 60.0 LARGE MISSILE IMPACT te
I I ' 0'; STATE OF
w RQ >
L------------- �Jjr°ttasefut"�`�
• • THEODORE BERMAN,REL
• • • • • NO.09B14-
07/10/15
44.50'MAK OA O.LO.WIDTH DATE: 07/10/15
54'MAX.OA FLANGE WIDTH
DWG#: DSF1507
ELEVATION AND ANCHOR LAYOUT SCALE: N.T.S.
ISH EET: 1 of 2
I Minimum#12X 1.25"fastener by others.Pre-punched installtion holes 4"from each comer,maximum 10.5"on center.Minimum penetration=1". F
2 .060"X 1.5"X 1.75"6063-T6 extruded aluminum retaining angle.Aluminum angle mitered and welded @ four corners: U
3 52.5"X 100.375"UV Enhanced outer polycarbonate dome @ 8"height on test sample.(height varies per size)
452.5"X 100.375"UV Enhanced inner polycarbonate dome @ 4"height on test sample.(height varies per size) z OU
5 OSI PR256 urethane sealant.Located between-aluminum retaining angle and outer dome&between inner dome and aluminum frame. x N
6 Sealant tape.V X.125"located between outer and inner domes. g=
7 6063-T6 extruded aluminum frame.Aluminum frame mitered and welded @ four corners. tl C7
8 #12 X 1.75"fastener.One fastener located equidistant from each corner.Four fasteners per skylight. �O
J-j
9 #10 X.375.18-8 stainless steel fastener.Located 4"from each corner,maximum I I"on center. to r1 Q U Cn
Cn
10 All units equal to or less than the total square footage or the test specimen,36 square feet,will be accepted under this approval. W
1 I Minimum distance=4"from angle lip to roof surface for shingles or BUR without insulation.For insulation and tile roof add the height and insulation m
thickness to the 4"minimum height. p< FW Q
0
3O Outer Polycarbonate Dome
J
#12 Stainless Steel Fastener with o
® Inner Polycarbonate Dome LO
neoprene gasket.One fastener ® r- `- E
located equidustant from each °' o
5 comer.(Four fasteners per U c to m
O2 .060"Extruded Aluminum Sealant O skylight) O .° o r) 0 0
Retaining Angle `� © � H � v c3.
Sealant Tape T o.
Sealant Tape�6 #10 X.375"stainless steel fastener'@ cMc I 0
4"from each corner,maximum 11' 9O c < O ar —a
�—Condensation Gutter zon center. `ti C7 to mo 2
0
Yr E -q=
.060"Aluminum Frame O E Q
m �E—:N
C)
Design Pressure: 60psf
Minimum#12 X 1.5" `♦+°,OpOFtE. �
Test Pressure: -120psf &+1.80psf I1 fastener.Installation 4�a ♦CEIVSC'.*.
holes 3 from each
: MS.
Test
09814
comer,maximum 12"
3"Installation Flange on center.Minimum a
penetration=V. % STATE OF '4
O
y
OR10P' �o�J
Erarrre9rtt'��r
THEODORE SERUM.P.E.
NO.
m
Dm+sMS
f Self Flashing Model DATE: 07/10/15
Roof deck and framing by others.All
roof details shall comply with all DWG#: DSF1507
sections of the Florida Building Code
and Florida Residential"Code. SCALE: N.T.S.
SHEET: 2 -of 2