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Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx'lparam=w(iEVX... {it_ I 0 5 `�• o ®F i�P oa. 8 v r �= 8� ��� � �d '.= iiv� _ �,i�'s,�.s.i.. �Yr~ ,. �II " iG 14d `nL.t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Businesa'i') Professib{real �� r `USER:Public IProduct Approval Menu>Product or Application Seargh>Application List>AppU ation Detail - _' FL# FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved O 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 I,' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Daniel S. Kuhn the Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden V Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.odf FL11651 R2 COI 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 of 6 8/31/2015 3:49 PM 'lorida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 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 Pagel/2 FL# Model,Number Description or Name 11651.1 0.032"Aluminum 0.032"5 V Crimp Aluminum Roof Panel over 15/32"Plywood 5V Crimp Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 1 R2 0325vCrimp 15-32Plywood NonHVHZ pdf HVHZ:No FL11-51 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.—df Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 1 R2 0325vCrimD 15_32Plywood NonHVHZ.Ddf Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c. Install per manufacturers details. Not for use in HVHZ Zones. 11651.2 0.032"Aluminum 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Gulf Lok Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 2 R2 032GulfLok 16 15-32Plvwood NonHVHZ.Ddf HVHZ:No FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 2 R2 032Gulfl-ok 16 15-32Plvwood NOnHVHZ.0df 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 spacing. Install per manufacturers details. Not for use in HVHZ Zones. 11651.3 1"24ga.Gulf 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32"Plywood Snap Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.pdf HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24Gu1fSna0 17 15-32Plvwood HVHZ..pdf Approved for use outside Verified By: Dan Kuhn,P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 3 R2 1 24GulfSnap 17 15-32Plvwood HVHZ..[)df 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 manufacturers details:For use in HVHZ Zones. 11651.4 1"24ga. 1"VersaLoc 24ga 16.5"Wide Roof Panel over 15/32"Plywood VersaLoc of 6 8/31/2015 3:49 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR 16.5 15-32Plvwood HVHZ..odf HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..pdf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15-32Plvwood HVHZ..pdf Pressure: +N/A/-138.5PSF Created by Independent Third Party: Yes Other: -71 psf @ 24"o.c.clip spacing.-138.5 psf @ 6"o.c.clip spacing.Install per manufacturers details. For use in HVHZ Zones. 11651.51"VersaLoc 1"VersaLoc.032"Aluminum over 15/32"Plywood .032"Aluminum Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 5 R2 lin 032VersaLoc SR 16 15-32Plvwood HVHZ..pdf HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..odf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 5 R2 lin 032VersaLoc SR 16 15-32Plywood HVHZ..pdf Pressure: +N/A/-101.0PSF 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 manufacturers details.For use in HVHZ Zones. 11651.6 1.5"24ga.Gulf 1.5"Gulf Snap 24ga. 16"Wide Roof Panel over 15/32"Plywood Snap Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 6 R2 1.5 24GuifSnap 16 15-32Plvwood HVHZ..pdf HVHZ:Yes FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..pdf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnap 16 15-32Plywood HVHZ..pdf 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 @ 6"o.c. clip spacing.Install per manufacturers detals.For use in HVHZ Zones. 11651.7 1.5"24ga. 1.5"VersaLoc 24ga. 16"wide Roof Panel over 15/32"Plywood VersaLoc Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL116SI 7 R2 1.5 24VersaLoc 16 15-32Plywood HVHZ..pdf HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..pdf Approved for use outside Verified By: Dan Kuhn, P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-32Plvwood HVHZ..pdf Pressure: +N/A/-123.5PSF 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 manufacturers details.For use in HVHZ Zones. 11651.8 2"24ga. 24 Ga.2"MegaLoc 18"wide Roof Panel over 15/32"Plywood MegaLoc Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FLi1651 8 R2 24MegaLoc 18 15-32Plvwood NOnHVHZ.pdf HVHZ:No FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.pdf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 8 R2 24MegaLoc 18 15-32Plvwood NonHVHZ.pdf Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes Other: -71.0 psf @ 24"o.c. clip of 6 8/31/2015 3:49 PM lorida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... spacing.-108.5 psf @ 12"O.C. clip spacing.Install per manufacturers details.Not for use in HVHZ Zones. 11651.9 24 Ga. Gulf Lok 24 Ga.Gulf Lok 16"Wide over 15/32"Plywood j Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651._9 R2 24GulfLok 16 15-32Plvwood NonHVHZ.pdf HVHZ:No FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail.pdf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 9 R2 24Gulfl-ok 16 15-32Plvwood NonHVHZ.pdf 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 spacing. -121.75 psf @ 5-1/8"fastener spacing.-161 psf @ 5-1/8" fastener 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 FL11651 R2 II 14FL11651 10 R2 24GulfSeam 16 1x4 15-32Plvwood NonHVHZ.pdf HVHZ: No FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.odf Approved for use outside Verified By: Dan Kuhn,P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15-32Plvwood NonHVHZ.pdf 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 Zones. 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 FL11651 R2 II 14FL11651 11 R2 24GulfSeam 18 15-32Plvwood NonHVHZ.pdf HVHZ:No FL11651 R2 II 14FL11651 11 R2 Metal Roof Panel Detail.pdf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 11 R2 24GulfSeam 18 15-32Plvwood NonHVHZ.pdf Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes Other:-69.25 psf @ 24"o.c. clip spacing.-108.5 psf @ 12" o.c.clip spacing.Install per manufacturers details.Not for use in HVHZ Zones. 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 FL11651 R2 II 14FL11651 12 R2 265vCrim 15-32PI wood HVHZ. df HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.ndf Approved for use outside Verified By: Dan Kuhn, P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 12 R2 265vCrimo 15-32Plywood HVHZ.pdf 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.Install per manufacturers details.For use in HVHZ Zones. 11651.13 26 Ga.5V Crimp 26 Ga.5V Crimp over 15/32"Plywood Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 13 R2 265vCrimp 15-32Plvwood NonHVHZ.pdf HVHZ:No FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.pdf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A I Evaluation Reports of 6 8/31/2015 3:49 PM ?lorida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX... Design FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15-32Plvwood NonHVHZ.pdf 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.Install per manufacturers details.Not for use in HVHZ Zones. 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 FL11651 R2 II 14FL11651 14 R2 265vCrimp 1x4 15-32Plvwood NonHVHZ.Ddf HVHZ:No FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.odf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 14 R2 265vCrimp 1x4 15-32Plvwood NonHVHZ.pdf 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.Install per manufacturers details.For use in HVHZ Zones. 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 FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 15-32Plvwood HVHZ.pdF HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf Approved for use outside Verified By: Dan Kuhn,P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 15 R2 26Gulfl-ok 16 15-32Plvwood HVHZ.pdf 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 psf @ 5 3/16"o.c.fastener spacing. Install per manufacturers details. For use in HVHZ Zones. 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 FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15-32Plvwood NonHVHZ.pdf HVHZ: No FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.odf Approved for use outside Verified By: Dan Kuhn,P.E.75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 15-32Plvwood NonHVHZ.pdf Pressure: +N/A/-63.5PSF Created by Independent Third Party:Yes Other: -63.5 psf @ 5 3/16"o.c. fastener spacing.-121.75 psf @ 5 3/16"fastener spacing.-161 psf @ 5 3/16"fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. 11651.17 26 Ga.GulfPBR 26 Ga.Gulf PBR Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.pdf HVHZ: No FL11651 R2 1I 17 R2 Metal Roof Panel Detail.ndf Approved for use outside Verified By: Dan Kuhn, P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.pdf 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. Install per manufacturer details.Not for use in HVHZ 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 FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 15-32Plvwood HVHZ.pdf of 6 8/31/2015 3:49 PM 'lorida Building Code Onlinehttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... HVHZ:Yes FL11651 R2 II 18 R2 Metal Roof Panel Detail.odf Approved for use outside Verified By: Dan Kuhn,P.E. 75519 HVHZ:Yes Created by Independent Third Party: Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 15-32Plvwood HVHZ.odf 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.Install per manufacturer's details.For use in HVHZ Zones 11651.19 i 26 Ga.GUIfPBR 126 Ga. GUIfPBR over 15/32"Plywood Limits of Use Installation Instructions Approved for use in FL11651 R2 II 14FL11651 19 R2 26GulfPBR 15-32Plvwood HVHZ.odf HVHZ:Yes FL11651 R2 II 19 R2 Metal Roof Panel Detail.Ddf Approved for use outside Verified By: Dan Kuhn,P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 14FL11651 19 R2 26GulfPBR 15-32Plvwood HVHZ.Ddf 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.Install per manufacturer's details.For use in HVHZ Zones. 11651.20 26 Ga.GulfPBR 26 Ga.GUIfPBR over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in FL11651 R2 11 20 R2 26GulfPBR 1x4 15-32Plvwood NonHVHZ.Ddf HVHZ:No FL11651 R2 1I 20 R2 Metal Roof Panel Detail.odf Approved for use outside Verified By: Dan Kuhn,P.E. 75519 HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design FL11651 R2 AE 20 R2 26GulfPBR 1x4 15-32Plvwood NonHVHZ.Ddf Pressure: +N/A/-151.7PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 24"o.c. fastener spacing.-151.75 psf @ f 12"fastener spacing.Install per manufacturer's details.Not for use in HVHZ Zones Go to Page 0 4) Page 1/24 0 Back Next 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,do not send 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 if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: -=' Et:Aeck sccuritv.,n ivuc,v of 6 8/31/2015 3:49 PM . . . Gulf is - _ SiJPPLY 3 ?v1 A.P!UF.4C74'RiPdU offilhiyt � � �u� liiu� k� ° a 5VC:K 'a 26 GA. 5VCRIMP ROOF PANEL OVER 15/32 PLYWOOD* FLORIDA PRODUCT APPROVAL NO. 11651.12 R2 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Pawed over 15132°°Plywood Florida Product Approval #11651.12 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) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �POxEL S�' �y Engineer Evaluator: 4 ' • s Dan Nuhn, P.E. #75519 " No. 719 = p Florida Evaluation ANE ID: 10743 ;�•• STATE OF .-,q. : .41 Validator: �s- OR IDP Locke Bowden, RE. #49704 J,; 1VAL �NG�`• 9450 Alysbury Place '"") Montgomery, AL 36117 °�130/ 2-015 Contents: Evaluation Report Pages 1 - 5 FL#i 11651.12 R2•JUNE 15,2015 KUHN ENGINEERING, 3498 GullCl a t�-T. 9,; tII�'."..J z !Y fn V cUFE'LY & NIANUFACTURiNG 5VC0`R1Mt. r 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* .12 R2 -' -ORIDA PRODUCT APPROVAL NO. 11651 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 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: 24" Coverage Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" with sealing washing through panel rib. 1/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 Uplifta[7esign Pressure,, -108'5°psf 156,.`S.psf Fastener Pattern Panel Rib Panel Rib Fastener Pattern.Spacing:; Design Pressure includes a Safety Factor=2.0. FL#11651.12 R2•JUNE 15,2015 ENGINEERING, 10 KUHN I p Gull � ��1 " rem �, �. �„�-'-..—'—Ww—..;ems. „ ' '�'lu � i„y l�I I` t• 4 4 U R P�t R_ €;et.�t t1 L�F R C T 1 �e i�r °'. Rn5VCRINIMP V 26 GA. 5VCRIMP ROOF PANEL OVER 15132" PLYWOOD* FLORIDA PRODUCTAPPROVAL NO. 11651A2 R2 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product 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: © TAS 125-03 UL 580-06 -Test for Uplift Resistance of Roof Assemblies ® UL 1897-04- Uplift Test for Roof Covering Systems. ® TAS 100-95-Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS 110-00-Accel. Weathering ASTM G 155/Salt Spray ASTM B 117. Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate 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. 3. ASTM G 155 is equivalent to ASTM G26 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. FL#11651.12 R2 JUNE 15,2015 �vmiiweII 41,w ■ G ull 5VC,RIMP 26 GA. 5VCRI:MP ROOF PANEL OVER 15/32" PLYWOOD* FLORIDA PRODUCT APPROVAL NO. 11651.12 R2 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 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 and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters 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. FL#11651.12 R2•JUNE 15,2015 O • ` An ® ° G 'C n 5vCRIMP ° GA. 5VCRIMP ROOF PANEL OVER PLYWOOD- FLORIDA ENGINEER LOAD TABLE: 26 Ga. 5VCril Roof Panel over 15/32" Plywood Buildings,.ravingpa Roo#MeankHeiglit s 20`-0"; Roof Slope: 2"112" - 12"/12 Gable or Hip Roof,Wind Speeds 12.0 180Tp1�, ExposureWC;',.'IZIsk:Categoty.11, Enclosed Building, based'on Florida Building Code-2014. 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 ZONE 1 #9-15x1.5" Plywood 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 ZONE 2 #9-150-:5" Plywood' 12"TYPE.'1 12"TYPE 1 12. TYPE 1 12"TYPE 1. ` 12"TYPE.1 12"TYPE.1 12"TYPE 1, ZONE 3 #9-15x1.5" Plywood 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 1.)PANEL DESCRIPTION:51!CRIMP,MIN.26 GA., GRADE 50,24"C OVERAGE,%-TALL. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 1/.•" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108.S.PSF@ 12" Q.C.FASTENER SPACING'TYPE 1 FASTENER PATTERN, 156.5, PSF Q 6" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 5801UL.1897 TESTING. 4.)PLYWOOD;DECKING,MIN.1s/a3"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 BY0.6.PER FLORIDA BUILDING , CODE 2014 zVZONE2 RIP ROOF ZONE 3, a Note:Dimension(a)is defined as 10%of the minimum width of the building or I' 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be r--------------///- �a less than either 4% of the minimum width of the building or 3 feet. ` -RIDGE (1} #9-15 x 1-1/2" HWH w/Sealing Washer �' 12" 12" ZONE 1 •'-----------------\- I 'EAVE At Panel Lap—/ ZZ ;Z GABLE ROOF a' '\ ,—RIDGE fa -----`---------------- '\ ZONE 1 \ZONE3 ` EAVE FL#11651.12 R2•JUNE 15,2015 / @Dui) 1 IIS 1 ' °ruVVlt um KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON, FL 33498 FL COA#30464 a • {� I ;gyps r s G61 " X1119� 26 GA. 5VCRIM,P ROOF OVER 15/32'PLYWOOD* 1 SIN�.• ``.�E i. IVtl�. w - ..L..,-.,:;;�.'I - .w�lau4� - �L�...`.,:,,.WII Ibw � —�-""'= w .� i. „ ,. r , q PRODUCT grrrq (1 ) #9-15 x 1 -1 /2” HWH w/Sealing Washer 12" 12" Al At Panel Lap --/ tkk111f �11EL S. '®. oCEIV s o Z*: No, 75519 :�•. STATE OF00 . OR 1 D P ••��c,•� s•••. .. ••'C� o,613012.015 FL#11651.12 R2•JUNE 15,2015 FF � °sem, I�y��� Jq b o� II, •�I� c �� � f �J �\ 1�I Y � � I" '�I °+r r • Florida Building Code Online http://ww*.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... zs E t v....7fr _ kms•--� �..' �._ ;....�- $ YGi! @Mf We M T�8 ZZ-�h Y+-C'�'''6r zi.=,-,-% A- ,�r,.c; BCLS Home i Log In ! User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCLS Site Map Links t Search i 3 " Busines -}� p5n�Product Approval nal j USER:Public User Professig 'Reg U! 01-1 P1Q,�u:2 ao^r val rg=nu>P S11aSI.9.S°p1"LCaiWA cz.tbT.>3r"-�.'•:S .1<:.a15T>Application Detall v `a s FL# FL2569-R9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer So rema,Inc. Canada) P Address Phone Email 1640 rue Haggarty / / 99 rtY Drummondville,NON-US 00000 (819)478-2400 Ext3327 memath ieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memath ieu@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---Niemf en. ff 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... y 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_SC09EMA.CA UNDERLAYMENTS.FL2569; noted herein pertains to underlayment R9.Ddf systems used beneath adhesive-set tile Created by Independent Third Party:Yes systems.Refer to ER Section 5.6.4 for details. Backj 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,do not send 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 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 emat address.which can be made available to the public.To determine if you are a licensee under Chapter 455,ES.,please click here. Product Approval Accepts: W19- Nix fcr�rf S(:C:UfItY1;3i'i;Fr.4' 2 of 2 7/14/2015 7:39 AM I EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 'a 353 CHRISTIAN STREET,UNIT#13 `ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Soprema,Inc. Evaluation Report S18010.06.09-117 1640 rue Haggerty FL2569-119 Drummondville,Quebec 12C 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: ttutfnn., 44 Robert J.M.Nieminen,P.E. =,off F. , ,i - ' The facsimile seal appearing was authorized by Robert Nieminen, _ •.,,�.� � P.E.on 04/17/7015.This does not serve as an electroniratlysigned Florida Registration No.59166,Florida DCA ANE1983 :,y,,�+p x� i�``` document Signed,sealed hardcopies 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. 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 t, TRINITY,ERGS 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: Enfitt 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 513190.02.09-111 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.30-R1 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 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 S43530.02.14-1 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,LLC. Evaluation Report 518010.06.09-R7 Certificate ofAutharizatioo 49503 FL2569-R9 Revision 7:04/17/2015 Page 2 of 6 I e _ ' TRS ±ER D 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 TrinitylERD 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 1E 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 5.Yes Yes Unilay(e) Yes Batten Only See 55.1 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 AH7160(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,I.I.C. Evaluation Report 518010.06.09-R7 Certificate of Authorization 119503 FL2569-R9 Revision 7:04/17/2015 Page 3 of 6 I 4 t ��14 :ERCP 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: 9 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: ➢ 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 manufacturers 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 11 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 Dsf. 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=-60.01) 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,LLC. Evaluation Report 518010.06.09-R7 Certificate of Authorization#9503 FL2569-R9 Revision 7:04/17/2015 Page 4 of 6 I j 1� ",,- ,' TRINITY:ERD 5.6.4.4 Maximum Design Pressure=-90.0 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AH1. Underlayment: Unilay(e)mechanically attached with 5oprafix 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 Colphene 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 manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-R7 Certificate of Authorization#9503 F1.2569-119 Revision 7:04/17/2015 Page 5 of 6 I t 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 67inch 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. S. 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 S18010.06.09-R7 Certificate of Authorization#9503 FL2569-R9 Revision 7:04/17/2015 Page 6 of 6