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Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX... 111. Pusinesst Profession I - e a a . Florida Departments BCLS Home Log In User rt gBtratim Hot Topks Submit Surcharge Stats&Facts Publicatbns j FBC Staff 8C1S Site Map Unks Search Busines% Professi t Product Approval �"�-�USER:Public User Regulation 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 1 of 4 7/8/2016 2:59 PM 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 2 of 4 7/8/2016 2:59 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 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. 3 of 4 7/8/2016 2:59 PM 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 Go to Page j j 4) 0 Page 1/20 0 Baric Next Contact Us::7601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovdaht 2007-2013 State of Florida.::Prlvacv Statement::Accessibli tv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead, contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the kensee.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 itup_ Product Approval Accepts: ® eChzl Credit Card Safe 4 of 4 7/8/2016 2:59 PM ® ■ , . ■ . ® � , ■ 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 � SF ti'L'. .�;• 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 ® r ® ® o • ® e KUHN ENGINEEWNG, LLC ® • ® p . . . . ® , GullCoe t 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 o . • ® • . s OKI® A e ' ® APO r ® a G61Cozi'S� 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 I ------------------- — -- 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--/ i N1EL S. '•oCE1,V by *: Nb, 75519 :�'• STA - TE OF BONA 1. 0A o,613012XIS 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 $F P jt fr'1 ! '"1ti Ite GA i E -1It��1 ks} �""�.�� t z.',.'�. '� 17t .• I "t"t -+._at 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... F' e 'w+ia ttc. f. zt 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