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Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX... o e oll � AoMa Depa mentd BCIS Home Log in I U—e gktmton I Hot Topk, Submt Sumharge Stats&Facts Pubkaton, FBC Staff BOS SRe Map I LNk, Search Busines� 1� product Approval ProfessibYral USER:Pubrc User Regulation ® Product Approval Menu>Produd or Applkaton Search>Anclkaton Lis[>Appiotbn D Ul FL# FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 10 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 Mi Evaluation Report-Hanlcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Daniel S.Kuhn Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden EZ Validation Checklist-Hardcopy Received Certificate of Independence FL31651 R2 COI Cert of Ind Kuhn Ene.pdf FL11651 R2 COT Letter of Name chanae.odf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products Go to Page li 0 0 0 Pagel/20 0 FL# Model,Number or Name Description 11651.1 0,032'Aluminum 5V Crimp 0.032"5 V Crimp Aluminum Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FI 11651 R2 II 14FL11551 1 R2 0325vCrimo 15-32Plvwood Non HVHZ odf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 1 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:-108.5 psf @ 12'o.c.Install per manufacturers details.Not for use In HVHZ Evaluation Reports 1 of 4 11/5/2015 2:40 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... i Zones. FL11651 R2 AE 14FL11651 1 R2 0325vCrim0 15-32Plvwood NonHVHZ.Ddf Created by Independent Third Party:Yes 11651.2 0.032"Aluminum Gulf Lok 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 2 R2 032GulfLok 16 15-32Plvwood NOnHVHZ.0df Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.0df 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.-116.0 psf @ 5 3/16"o.c.fastener Evaluation Reports spacing.Install per manufacturers details.Not for use in HVHZ Zones. FL11651 RZ AE 14FL11651 2 R2 032GuIf-ok 16 15-32Plvwood NonHVHZ.odf 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.0df Approved for use outside HVHZ:Yes FL11651 R2_11 14FL11651 3 R2 1 24GuIf5na0 17 15-32Plvwood HVHZ odf 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"o.c.clip spacing.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 3 R2 1 24GuIfSnao 17 15-32Plvwood HVHZ odf Created by Independent Third Party:Yes 11651.4 1"24ga.VersaLoc 1"VersaLoc 24ga 16.5"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR 16.5 15-32Plvwood HVHZ..Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..0df Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-138.SPSF Created by Independent Third Party:Yes Other:-71 psf @ 24"o.c.clip spacing.-138.5 psf @ 6"o.c.clip spacing.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16,5 15-32Plvwood HVHZ odf 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 Sin 032Versal-oc SR 16 15-32Plvwood HVHZ odf 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 @ 6"o.c.clip spacing.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 5 R2 Sin 032VersaLoc SR 16 15 32Plvwood HVHZ odf 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 24GulfSnao 16 15-32Plvwood HVHZ..odf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 6 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:-86.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12"o.c,clip spacing.-116.0 psf Evaluation Reports @ 6"o.c.clip spacing.Install per manufacturers detals.For use In HVHZ Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24Gulf5na0 16 15-32Plvwood HVHZ..Ddf Created by Independent Third Party:Yes 11651.7 1.5"24ga.VersaLoc 1.5"VersaLoc 24ga.16"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 Ii 14FL11651 7 R2 1.5 24VersaLoc 16 15-32Plvwood HVHZ..Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail odf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-123.SPSF Created by Independent Third Party:Yes Other:=59.75 psf @ 24"o.c.clip spacing.-123.5 psf @ 12"o.c.clip spacing.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-32Plvwood HVHZ..odf Created by Independent Third Party:Yes 11651.8 2"24ga.MegaLoc 24 Ga.2"MegaLoc 18"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 iI 14FL11651 8 R2 24MeoaLoc 18 15-32Plvwood NOnHVH2 odf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.0df 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 @ 12"o.c.clip spacing.Install per Evaluation Reports manufacturers details.Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 8 R2 24MecaLoc 18 15-32Plvwood NonHVHZ.odf Created by Independent Third Party:Yes 11651.924 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 fI 14FL11651 9 R2 24GulfLok 16 15-32Plvwood NonHVHZ Ddf Approved for use outside HVHZ:Yes FL11651 R2 IT 14FL11651 9 R2 Metal Roof Panel Detail.0df Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-96.7PSF Created by Independent Third Party:Yes Other:-81.75 psf @ 10-1/4"o.c.fastener spacing.-96.76 psf @ 5-1/8"o.c.fastener Evaluation Reports spacing.-121.75 psf @ 5-1/8"fastener spacing.-161 psf @ 5-1/8"fastener spacing. FL11651 R2 AE 14FL11651 9 R2 24GulfLok 16 15-32Plvwood NonHVHZ odf Install per manufacturers details.Not for use In HVHZ Zones. Created by Independent Third Party:Yes 11651.10 24 Ga.Gulf Seam 24 Ga.Gulf Seam 16"Wide Roof Panel over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 10 R2 24GulfSeam 16 1x4 15-32Plvwood NOnHVHZ.0df Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.odf 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 details.Not for use in HVHZ Evaluation Reports Zones. FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15-32Plvwood NonHVHZ.Odf Created by Independent Third Party:Yes 11651.11 24 Ga.Gulf Seam 24 Ga.Gulf Seam,1 3/4"Snap Lock,18"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 11 R2 24GulfSeam 18 15-32Plvwood NonHVHZ odf 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 2 of 4 11/5/2015 2:40 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVX... Ji' Other:-69.25 psf @ 24"o.c.clip spacing.-108.5 psf @ 12"o.c.clip spacing.Install per Evaluation Reports manufacturers details.Not for use in HVHZ Zones. FL31651 R2 AE 14FL11651 31 R2 24GuIfSeam 18 15-32Plvwood NonHVHZ.Ddf 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 265vCrimo 15-32Plvwood HVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail Ddf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-156.SPSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.fastener spacing.-156.5 psf @ 6"o.c.fastener spacing. Evaluation Reports Install per manufacturers details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimD 15-32Plvwood HVHZ.Ddf Created by Independent Third Party:Yes 11651.13 26 Ga.SV Crimp 26 Ga.5V Crimp over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 IT 14FL11651 13 R2 265vCrimD 15-32Plvwood NonHVHZ Ddf Approved for use outside HVHZ:Yes FL11651 R2 IT 14FL11651 13 R2 Metal Roof Panel Detail odf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-131.PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 16"o.c.fastener pattern.-131.0 psf @ 16"o.c.fastener pattern. Evaluation Reports Install per manufacturers details.Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimD 15-32Plvwood NonHVHZ.Ddf Created by Independent Third Party:Yes 11651.1426 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 TI 14FL11651 14 R2 265vCrimD 1x4 15-32Plvwood NonHVHZ.0df Approved for use outside.HVHZ:Yes FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.odf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-156.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.fastener spacing.-156.5 psf @ 6"o.c.fastener spacing. Evaluation Reports Install per manufacturers details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimD 1x4 15 32Plvwood NonHVHZ odf 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 TI 14FL11651 15 R2 26GuIfLok 16 15-32Plvwood HVHZ odf Approved for use outside HVHZ:Yes FL11651 R2 TI 14FL11651 15 R2 Metal Roof Panel Detail.Ddf j Impact Resistant:N/A ' Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-161.OPSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 psf @ 5 3/16"spacing.-161.0 Evaluation Reports i psf @ 5 3/16"o.c.fastener spacing.Install per manufacturers details.For use in HVHZ FL11651 R2 AE 14FL31651 15 R2 26GuIfLok 16 15-32Plvwood HVHZodf y1f/ Zones. Created by Independent Third Party:Yes �{ 11651.16 26 Ga.Gulf Lok 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 IT 14FL11651 16 R2 26GulfLok 16 15-32Plvwood NonHVHZ.odf Approved for use outside HVHZ:Yes FL11651 R2 fI 14FL11651 16 R2 Metal Roof Panel Detail.odf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 j Design Pressure:+N/A/-63.SPSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 psf @ 5 3/16"fastener Evaluation Reports spacing.-161 psf @ 5 3/16"fastener spacing.Install per manufacturers details.Not for FL11651 R2 AE 14FL11651 16 R2 26Gulfl-ok 16 15-32Plvwood NonHVHZ.Ddf use in HVHZ Zones. Created by Independent Third Party:Yes I 11651.17 26 Ga.GuIfPBR 26 Ga.Gulf PBR Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 TI 17 R2 Metal Roof Panel Detail.odf Impact Resistant:N/A- Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-154.7PSF Created by Independent Third Party:Yes Other:-59.25 psf @ 24"o.c.fastener pattern.-154.75 psf @ 12"o.c.fastener pattern. Evaluation Reports Install per manufacturer details.Not for use in HVHZ FL11651 R2 AE 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.Ddf Created by Independent Third Party:Yes 11651.18 26 Ga.GulfPBR 26 Ga.GuIfPBR Roof Panel over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 IT 14FL11651 18 R2 26GuIfPBR 1x4 15-32Plvwood HVHZ Ddf j Approved for use outside HVHZ:Yes FL11651 R2 II 18 R2 Metal Roof Panel Detail.odf 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"o.c.fastener spacing.-151.75 psf @ 12"fastener spacing. Evaluation Reports I Install per manufacturer's details.For use in HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GuIfPBR 1x4 15-32Plvwood HVHZ.odf I Created by Independent Third Party:Yes 11651.19 26 Ga.GuIfPBR 26 Ga.GuIfPBR over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 19 R2 26GuIfPBR 15-32Plvwood HVHZ.Ddf i Approved for use outside HVHZ:Yes FL11651 R2 II 19 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:-60.5 psf @ 24"o.c.fastener spacing.-154.75 psf @ 12"o.c.fastener spacing. Evaluation Reports Install per manufacturer's details.For use in HVHZ Zones. FL11651 R2 AE 14FL11651 19 R2 26GuIfPBR 15-32Plvwood HVHZ.pd 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 26GuIfPBR 1x4 15-32Plvwood NonHVHZ.Odf Approved for use outside HVHZ:Yes FL11651 R2 TI 20 R2 Metal Roof Panel Detail odf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 i Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 24"o.c.fastener spacing.-151.75 psf @ 12"fastener spacing. Evaluation Reports Install per manufacturer's details.Not for use In HVHZ Zones FL11651 R2 AE 20 R2 26GuIfPBR 1x4 15-32Plvwood NonHVHZ.Ddf Created by Independent Third Party:Yes Go to Page ......... 00 Pagel/20 0 aad .-- 3 of 4 11/5/2015 2:40 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... e • Gon[aa Us;;1940 North Monroe 5[met_Tasaha«ee FL 32399 Phone'850-48J-1024 The State of Florida Is an A4/EEO employe,.Coovrioh[200]-2013 State of Florida.::PrNacv Statement::Acceeslbilav Statement::Refund Statement Under Florida law,amaa addresses are public records.Ny,u do not want your a-mai address released io response to a pubic-records request,do not send,loam nc mall to this entity.Instead,contact the office by phone or by traditional mai. D you he,,any questions,please contact 850.48J.1395.'Pursuant to Section 455.275(1),Florida Statutes,eff—hi,clacker 1,2012,icensees licensed under Cheptar4S5,F.S.must provide the Department with an email address May have one.The emacs provided may be used far official communisation with the kens,,.Hawever email addresses are Dub&record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made avafable to the pubis.To det—In,if you are a kensee under Chapter455,F.S.,please cck ba[9-. Product Approval Accepts: ®®EE® SCCUriIYMxTA 4 of 4 11/5/2015 2:40 PM T- Gul CG�ast.., SUPPLY & MANUFACTURING .FF T, �j z 'S FLORIDA PRODUCT U WIIR,RMA @ I NO. 11fi51.16 R2 ; TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26.Ga. Gu/fLokTM 16" Wide Roof Panel over 15132" Nywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing . Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. ���►►� �,,� 14429 SW 2nd Place, Suite G30 p,N!E�; S.•k(�'�., Newberry, FL 32669 �ti� O'•�,GEIVS�;S.y'� •*: No, 75519 Engineer Evaluator: Dan Kuhn, P.E. #75519 = STATE OF :Q Florida Evaluation ANE ID: 10743 ;�;�. ,I &; ' •'G, Validator: .OIVA�ASN` Locke Bowden, P.E. #49704 0 6�30�20�5 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.16 R2•JUNE 15,2015 PROIDUCT A y � • ® A ao ® ® � o • . � , Gu1f'L � 14 SUPPLY & MANUFACTURING FLORIDA PRODUCT APPROVAL NQ. 11651.76 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: GulfLokTM' 7/e" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A '/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 Design Pressures Raof Areas Assembly A Assembly B AssemblyC Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Faste er Sp�g 5'fa"O.0 5Ys°O.0 5Ya"O.0 ' Sealant No Yes No NINE PanelItp No No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 PRODUCT ALUAEVTFOX . - -, 'Cwni,� FLORIDA PRODUCT . . . . , . Gull 11 SUPPLY & MANUFACTURING FLORIDA PRODUCT APPROVAL ND. 11651.16 R2 f 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. 117-0301T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 1 2/1 2201 2 3. 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 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. 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#11651.16 R2•JUNE 15,2015 PRODUCT . , ® y , REPORT G Cna ''_ 5UPPLY & IMANUFACTU RING FLORf DA PRODUCT APPROVAL NO. 71657.76 R2 z t 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#11651.16 R2•JUNE 15,2015 • • . C ® • • o TA ► M� 9 .:.1 ENGINEER`$ LOAD, TAISILE 'si�� , G ull 7C c i)a, SUPPLY & MANUFACTURING �L®R{DA FARO<®IJCT RPPR®VAL NUJ. 17651.16 R2 ' . ENGINEER LOAD TABLE:26 Ga.Gulf LokTM 16"Wide Roof Panel over 15/32" Plywood f3 ' ise'' <2-0'-G"; Raofi Sope. 2"132" - 12" Gable or Hip Root;Wind Speeds ��0 ,• f30 Cgry Il, Encllsed B ng, based on F#orida BLr'r#dirlg Code 2014. t.-`s 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZQNE 1 ( ' 0- 1" PL WE OD ASSEM$iY A ASSE BLY A ASSEMBLY A F,SSEMBLY A ASSEMBLY A ASS€MBLY A ASSFN}SL ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B 2QTiE 3 {7. 570-12x1" X 000 ASSEM$Y A ASSEMBLY A ASSEMBLY B AS5€MBiY B ASSEMBLY B ASSEMBLY B KA- IIBLY$ 1.)PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA,7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER'THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, '/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/e"O.C.ASSEMBLY A,-121.75 PSF AT 5'/s"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 5'/a"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.)PLYWOOD DECKING:MIN.15/a2"THICK,APA RATED PLYWOOD,GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10%of the minimum width of the building or NE2 HIP ROOF ZONE3 ?a; 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. ASSEMBLY A RIDGE 16"COVERAGE , ZONE i (1)#10-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE —EAVE ASSEMBLY B ZONE 2 GABLE ROOF a•. 1/4"-5/16°DIAMETER BEAD OF TITEBOND SEALANT � t �— \ >a C � (1)#10-12 X 1"TYPE A PANCAKE —RIDGE SPACING:SEE UPLIFT TABLE -----�- -J — ---- —s`a ASSEMBLY W/CLIP a Gulf Lok'"CUP 24 GA.- � ZONE 1 t ---- —"`—`�--------- ` (1)#10-12X1"TYPEAPANCAKE \ SPACING:SEE UPLIFT TABLE `a-ZONE 3 \ EAVE FL#11651.16 R2•JUNE 15,2015 FRIODUCT d d R v ^g r g ©� i Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... rL—W `�ell Ro—".:03'-p fkTIrn%t of BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search i BusiriessF-,1) @USER:ProfessibnaiProduct Approval Public User Re0u1aIion. Proouci Apyrova3 Menu>a Li_4I ADP11C.atbn SEd rcj_i,>_APX a=L1_Mt>Application Detall FL# F.L2569 R9, Application type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Sopremaa, nc.(C� ana� d_ a) Address/Phone/Email 1640 rue Haggarty Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathleu @soprema.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.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D6163 2000 ASTM D6164 2005 1 of 2 7/14/2015 7:39 AM I Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 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.Ddf 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' 201-5.04-FINAL ER_SOPREMA--CA UNDERLAYMENTS_FL2569- noted herein pertains to underlayment R9.o4f systems used beneath adhesive-set the Created by Independent Third Party:Yes systems.Refer to ER Section 5.6.4 for details. Back iNext contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.coovriaht 2007-2013 State of Florida.::Privacy Statement::Ac essibldv Statement::Refund Statement Under Florida law,.emad 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 man to this entity.Instead,contact the office by phone or by traditional mad.U you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emal address which can be made available to the public.To determine if you are a Icensee under Chapter 455,F.S.,please click hjetp-. Product Approval Accepts: eCkd 1C'Ni1Ll'm h ra ic. 2 of 2 7/14/2015 7:39 AM I EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization 49503 TRINITY! ER® 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Soprema,Inc. Evaluation Report S18010.06.09-R7 1640 rue Haggerty FL2569-119 Drummondville,.Quebec J2C 5P8 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. TrinityJERD 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: t`°Sao-s?ie9 Robert J.M.Nieminen,P.E. 1•�, C The facsimile seal appearingwas authorized by Robert Nieminen, 5.••r:^.`• P.E.on 04/17/2015.This does not serve as an electronically signed ,��S.;C..... Florida Registration No.59166,Florida DCA ANE1983 e; ,�� document Signed,sealed raoran to been transmitted to the i"•.� Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity]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. Trinityl 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. I TRINITY,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 following 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 1507.45.1,1507.5.3,1507.7.3 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: knf& 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 2779.11.05-113 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-RS 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-R2 10/05/2010 ERD(TST6049) ASTM D1970 S37210.11.11 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) HVHZCompliance 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-064-02-03 12/03/2013 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.30/16/2017 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,U.C. Evaluation Report 518010.06.09-R7 Certificate ofAuthorization#9503 FL2569-R9 Revision 7:04/17/201.5 Page 2 of 6 I TRINITY';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. 5. LIMITATIONS: 5.1 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. 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 AHJ 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: TABLE 1:ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate Shingles Shingles Lastobond TU HT Yes Yes See es Yes Yes Yes 5.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 LB1236, Grip-Rite Eave&Valley Protector/ Yes No No No Yes Yes Resisto LB1244 Lastobond Smooth Seal HT Yes No No Yes Yes J Yes Colphene FR GR Yes Yes See es No Yes Yes Yes Y es I Unilay(e) Yes Batten Only See 5.5.1 No No No 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 I TRINITY ERID 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 L81244 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 notslated 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: D DensDeck DuraGuard;DensDeck Prime;SECU ROCK 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 the 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 tile 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 Psf. 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 Research and Design,I.I.C. Evaluation Report 518010.06.09-R7 Certificate of Authorization 119503 FL2569-119 Revision 7:04/17/2015 Page 4 of 6 I TRINITY .Y ERC' 5.6.4.4 Maximum Design Pressure=-90.0 osf. 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 priorto 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 & Vallev Protector,