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HomeMy WebLinkAboutProduct Approval riunua nunu111g wue umme Page 1 Of 5 Honda Npajtffje ltf BCLS Home Log In User Registration i Hot Topic Submit surcharge I Stats&Facts i Publications FSC Staff BCIS Site Map Unks ; search Busines� ) -- USER:Public User Professial i Product Approval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11651-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived p 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 fro F a gistered Architect or a Licensed Florida Professional Eng " s © Evaluation Report- dcopy Received Florida Engineer or Architect Name who developed Terrence E.Wolfe 0-a the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden 0" 8 Validation Checklist-Hardcopy Receiv Certificate of Independence FL11651 R1 COI Letter of Certif odf FL11651 RI COI Letter of Name chance odf 40 Referenced Standard and Year(of Standard) Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://Www.floridabuEding.org/pr/pr app_dtI.aspx?param=WGEVXQWtDgSQFc5K%2fr... 4/26/2015 riurlua nuuumg roue vnme Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 02/15/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Summary of Products Go to Page 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 FL11651 RI II Alum 5 V Crimp Details odf Approved for use outside HVHZ:Yes Verified By:Terrence E.Wolfe,P.E.44923 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-108.5PSF Evaluation Reports Other:-108.5 psf @ 12"o.c.Install per manufacturers FL11651 R1 AE Alum 5V Crimp Panel over.5 Plywood details.Not for use in HVHZ Zones. NONHVHZ Roof 2010 Format.odf 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 RI II Alum.Gulf Lok over plywood Non HVHZ Approved for use outside HVHZ:Yes detail.ndf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 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 Evaluation Reports psf @ 5 3/16"o.c.fastener spacing.Install per FL11651 R1 AE Alum Gulf lock over 15-32 Plywood Roof manufacturers details.Not for use in HVHZ Zones. 2010 format.pdf Created by Independent Third Party:Yes 11651.3 1"Mechanical Lock 1"Mechanical Lock 24 Ga.16 1/2"Wide Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R1 II 1 Mech Lock 24 gal over 5 ply HVHZ Approved for use outside HVHZ:Yes detail.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-138.5PSF Created by Independent Third Party:Yes Other:-71.0 psf @ 24"o.c.clip spacing.-138.5 psf @ 6" Evaluation Reports o.c.clip spacing.Install per manufacturers details.For use in FL11651 R1 AE 1 Mech Lock 24 ga over 5 Plywood HVHZ HVHZ Zones. Roof 2010 format.ndf Created by Independent Third Party:Yes 11651.4 1"Mechanical Lock 1"Mechanical Lock 0.032"Aluminum 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 RI II 1 in Mech Lock Alum details odf Approved for use outside HVHZ:Yes Verified By:Terrence E.Wolfe,P.E.44923 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-101.0PSF Evaluation Reports Other:-63.5 psf @ 24"o.c.clip spacing.-101.0 psf @ 6" FL11651 R1 AE 1 Mech Lock Alum over 5 Plywood HVHZ o.c.clip spacing.Install per manufacturers details.For use in Roof 2010 format.pdf HVHZ Zones. Created by Independent Third Party:Yes 11651.5 1"Snap Lock 1"Snap Lock 24 Ga.Roof over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R1 II 24 ga 1 in Snao lock over.5 olywood HVHZ Approved for use outside HVHZ:Yes details.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-131.OPSF Created by Independent Third Party:Yes Other:-67.3 psf @ 24"o.c.clip spacing.-131.0 psf @ 6" Evaluation Reports o.c.clip spacing.Install per manufacturers details.For use In FL11651 R1 AE 1.0 Snap Lock 24 ga over.5 Plywood HVHZ Zones. HVHZ Roof 2010 format.odf Created by Independent Third Party:Yes 11651.6 1.5"Mechanical Lock 1.5"Mechanical Lock 24 Ga.16"Wide Roof Panel over 15/32"Plywood http://Www.floridabuilding.org/pr/pr app dtl.aspx?param-- vGEVXQwtDgsQFc5K%2fr... 4/26/2015 rlunua nuiiamg t-oae vnune Page 3 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 RI II 24 Ca. 1.5 in Mech Lock over.5 plywood Approved for use outside HVHZ:Yes HVHZ details.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-123.5PSF Created by Independent Third Party:Yes Other:-59.75 psf @ 24"o.c.clip spacing.-123.5 psf @ 6" Evaluation Reports o.c.clip spacing.Install per manufacturers detals.For use in FL11651 Ri AE 1.5 Mech Lock 24 ga over.5 Plywood HVHZ Zones. HVHZ Roof 2010 format.odf Created by Independent Third Party:Yes 11651.7 1.5"Snap Lock 1.5"Snap Lock 24 Ga.Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R1 II 1.5 in Snap Lock 24 Ga details.pd Approved for use outside HVHZ:Yes Verified By:Terrence E.Wolfe,P.E.44923 Impact Resistant:N/A . Created by Independent Third Party:Yes Design Pressure:+N/A/-116.OPSF Evaluation Reports Other:-86.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" FL11651 RI AE 1.5 Snan Lock 24 as over.5 Plywood o.c.clips spacing.-116.0 psf @ 6"o.c.clips spacing.Install HVHZ Roof 2010 Format pdf per manufacturers details.For use in HVHZ Zones. Created by Independent Third Party:Yes 11651.8 r24a.Gulf Coast Mechanical Seam 24 Ga.Gulf Coast Mechanical Seam 16"Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R1 II 24 Ga Gulf Coast Mech Seam over 5 plv Approved for use outside HVHZ:Yes NONHVHZ details.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 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" Evaluation Reports o.c.clip spacing.Install per manufacturers details.Not for FL11651 RI AE 2 Mech Lock 24 ga over 5 Plywood Roof use in HVHZ Zones. 2010 Format.pdf Created by Independent Third Party:Yes 11651.9 24 Ga.Gulf Lok 24 Ga.Gulf Lok 16"Wide over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R1 II 24 Ga.Gulf Lock over.5 Plywood NonHVHZ Approved for use outside HVHZ:Yes Details.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 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 Evaluation Reports psf @ 5-1/8"o.c.fastener spacing.Install per manufacturers FL11651 RI AE 24 pa.Gulf lock over 15-32 Plywood Roof details.Not for use in HVHZ Zones. 2010.pdf 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 RI II 24 Ga. 1.75 Gulf Seam over 1x4 details,pd Approved for use outside HVHZ:Yes Verified By:Terrence E.Wolfe,P.E.44923 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-93.5PSF Evaluation Reports Other:-93.5 psf @ 18"o.c.Install per manufacturers FL11651 R1 AE Gulf Seam 24 ga over 1x4 purlins Roof details.Not for use in HVHZ Zones. 2010 format.ndf Created by Independent Third Party:Yes 11651.11 24 Ga.Gulf Seam 24 Ga.Gulf Seam,13/4"Snap Lock,18"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 RI II 24 Ga.Gulf Seam over.5 Non HVHZ Approved for use outside HVHZ:Yes Details.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-108.5PSF Created by Independent Third Party:Yes Other:-69.25 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports o.c.clip spacing.Install per manufacturers details.Not for FL11651 Ri AE 1.75 Snap Lock 24 pa over 5 Plywood use in HVHZ Zones. Roof 2010 format.pdf Created by Independent Third Party:Yes 11651.12 126 Ga.5V Crimp 26 Ga.SV Crimp Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 RI II 26 Ga.5V Crimp over 5 plywood Approved for use outside HVHZ:Yes HVHZdetaiis.pdf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-156.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.fastener spacing.-156.5 psf Evaluation Reports @ 6"o.c.fastener spacing.Install per manufacturers details. FLI1651 R1 AE 26 Ga.SV Panel over 5 Plywood HVHZ For use in HVHZ Zones. Roof 201OFormat.pdf Created by Independent Third Party:Yes 11651.13 26 Ga.5V Crimp 26 Ga.5V Crimp over 15/32"Plywood hq://www.floridabuilding-Org/Pr/pr aPP_dtl.aSPX?param=WGEVXQWtDgSQFc5K%2fr... 4/26/2015 I'IUIIWd J3U31U.HIgt-uut;Lmme Page 4 of 5 Limits of Use Installation Instructions Approved for use In HVHZ:No FL11651 R1.11 26 Ga.5V Crimp over Plywood detaiIsNON Approved for use outside HVHZ-Yes HV df Impact Resistant-N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-131.PSF Created by Independent Third Party:Yes Other.-94.25 psf @ 16"o.c.fastener pattern.-131.0 psf Evaluation Reports @ 16"o.c.fastener pattern.Install per manufacturers FL11651 R1 AE SV Crimp Panel over.S PI wood NON details.Not for use In HVHZ Zones. HVHZ Roof 2010 format.rod Created by Independent Third Party:Yes 11651.14 26 Ga.5V Crimp 26 Ga.5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ*No ELI 1651 R1 11 26 Ga.5V CrI[nD over 1x4 purtins.NHVHZ Approved for use outside HVHZ:Yes details.i3d Impact Resistant.N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/Al-149.2PSF Created by Independent Third Party:Yes Other:-149.25 psf @ 16"o.c.fastener pattern.Install per Evaluation Reports manufacturers details.Not for use In HVHZ Zones. FL11651 RI AE SV Crimp Panel over 1L(4 wood purlins NON HVHZ Roof 2010 Format.od Created by Independent Third Party:Yes 11651.15 126 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 R1 11 26 Ga Gulf Lock over.5 plywood Approved for use outside HVHZ:Yes details.pd Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-161.OPSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-161.0 Evaluation Reports psf @ 5 3/16"o.c.fastener spacing.Install per FL11651 R1 AE 26 na.Gulf lock over 15-32 Plywood Roof manufacturers details.For use In HVHZ Zones. format.0 Created by Independent Third Party:Yes 11651.16 126 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 R1 11 26 Ga.Gulf Lock 16 in over.5 plywood Approved for use outside HVHZ:Yes NHVHZ detailsj).df Impact Resistant.,N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+NIAI-63.5PSF Created by Independent Third Party:Yes Other-.-63.5 psf @ 5 3/16"o.c.fastener spacing.Install Evaluation Reports per manufacturers details.Not for use in HVHZ Zones. FL11651 R1 AE 26 ga.Gulf lock over 15-32 Plywood Roof.pd Created by Independent Third Party:Yes 11651.17 126 Ga.PSR 26 Ga.PBR 36"Wide over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL116SI 111 11 26 Ga.PBR over.5 plywood NonHVHZ Approved for use outside HVHZ:Yes detail.rid Impact Resistant-N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure.+N/A/-154.7PSF Created by Independent Third Party:Yes Other:-59.25 psf @ 24"o.c.fastener spacing.-154.75 psf Evaluation Reports 0 12"O.C.fastener spacing.Install per manufacturers FL11651 R1 AE 26 Ga.PBR Panel over.5 plywood details.Not for use in HVHZ Zones. NONHVHZ Roof 2010 format,p_d Created by Independent Third Party:Yes 11651.18 26 Ga.PBR 26 Ga.PBR Roof Panel over I x 4 Wood Purlins over 15/32" 1 Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R1 11 26 Ga.PBR over 1x4 Purlins HVHZ Approved for use outside HVHZ:Yes detalls.od Impact Resistant:NIA Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes Other:-100.5 psf @ 24"o.c.fastener spacing.-151.75 psf Evaluation Reports @ 1211 o.c.fastener spacing.Install per manufacturers FL116SI RI AE 26 Ga.PBR Panel over 1x4 HVHZ Roof details.For use in HVHZ Zones. 2010 format.0 Created by Independent Third Party:Yes 11651-19 126 Ga.PBR 26 Ga.PBR Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11651 R1 11 26 ga.PBR over.5 plywood HVHZ Approved for use outside HVHZ-Yes detail.nd Impact Resistant:N/A Verified BY:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/At-154.7PSF Created by Independent Third Party:Yes Other.-60.5 psf @ 24'o.c.fastener spacing.-154.75 psf Evaluation Reports @ 12"o.c.fastener spacing.Install per manufacturers FL11651 R1 AE 26 Ga.PBR Panel over.5 Plywood HVHZ details.For use in HVHZ Zones. Roof 2010 format,pd Created by Indeoendent Third Party:Yes 11651.20 26 Ga.PBR hup://www.floridabuilding.org/pr/pr�_appjtl.aspx?param--wGEVXQwtDqsOFC5K%2fFr... 4/26/2015 nonaa tsu1lamg Lode unune Page 5 of 5 26 Ga.PBR Roof Panel 36"Wide over 1 x 4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R1 11 26 Ga PBR over 1x4 Durlins NONHVHZ Approved for use outside HVHZ:Yes Detals.Ddf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 24"o.c.-151.75 psf @ 12"D.C.Install Evaluation Reports per manufacturers details.Not for use in HVHZ Zones. FL11651 RI AE 26 Ga. PBR Panel over 1x4 NONHVHZ Roof 2010 format.Ddf Created by Independent Third Party:Yes Go to Page 0 Pagel/20 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.Coovrinht 2007-2013 State of Florida.::Privacy Statement::Arcessib8hv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall 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 emalis provided may be used fororficial 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 dick bare. Product Approval Accepts: securi •nr..nkux http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fr... 4/26/2015 rFoorceineermg&Testing Inc. 19530 Rambtewood Drive Humble,TX TT338 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, INC. 0.032"Aluminum Golf Lok 26"Wide Roof Panel over 15/32"Plywood Florida Product Approval # 11651.2 R1 Florida Building Code 2010 Per Rule 9N-3 Method:1—D Category:Roofing Subcategory:Metal Roofing Compliance Method:9N-3.00S(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply&Manufacturing,Inc. 4020 S.W.449x'Street Horseshoe Beach,Florida 32648 Enaineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 94SO Alysbury Place Montgomery,AL 36117 Contents: Evaluation Report Pages 1-4 ,�ttttttterttt��i ♦`� f�N C E'E'j'='p iii C E N M.419 .0. STATE OF •'��.�• ALORI'Dp' �`•�•` gum +II�ONAL V. `~ Ettf1i}tt FT,#11651.2 R1 February 17, 2012 rForce Engineering&7Cesting Inc. 19530 Rnmblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010,Sections 1504.3.2. Product Description: Gulf Lok,7/8" Nailstrip Roof Panel,0.032"Aluminum,16" Coverage,Roof Panel restrained with fasteners into 15/32" Plywood decking. Non-Structural Application. Panel Material/Standards: Material: Minimum 0.032"Aluminum conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional. Corrosion Resistance:Panel Material shall comply with Florida Building Code 2010,Section 1507.4.3 Panel Dimension(s): Thickness: 0.032"Aluminum Minimum Width: 16"Coverage Maximum Female Rib: 7/8"tall Male Rib: %"tall rib w/slotted strip Panel Seam: Snap Lock Panel Roliformer: New Tech Machinery Corp. Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply %"-5116" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot:(1)#10-12 Pancake Type A J"minimum penetration through plywood Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 Substrate Description: Min.15/32"thick,APA Rated plywood. Plywood 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 2010. Design Uplift Pressures: Table"A" Panel Assembly: A B Maximum Total Uplift Design Pressure: 52.5 psf 116.0 psf Panel Slot Fastener Spacing 5 3/16"O.0 5 3/16"O.C. Sealant on Male Rib: NOT USED USED `Design Pressure includes a Safety Factor=2.0. NtC E.F. 0 No.4499 a'0' STATE OF :w 10, 0RI9? • `'; smCDA. f�rr'?#Assist FL#11651.2 Rl February 17, 2012 Force Engine4ing&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance With The Florida Building Code 2010,Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010,as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: M UL 580-06-Test for Uplift Resistance of Roof Assemblies M 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.117-0337T-10 Dated 03/07/2011 2. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) Test Standard Equivalency: 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 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. C E.P- C E iv STATE OF 0 'D vxna 111:AsstsO FL411651.2 R1 February 17, 2012 Force Engineering&Testing Inc. 19530 Rarnblewood Drive Hurnble,TX 77338 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010,Including Sections 1507.4.2 and In accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. C E N$ No.40 STATE OF Op COAL FL#11651.2 R1 February 17,.2012 C)10 EXTERIOR RESEARCH & DESIGN, LLC. -�y Certificate of Authorization #9503 STREET, UNIT #13,4 TRI1 A'SII 1 1 ER® 353 CHRISTIANOX ORD, CT 0 478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Soprema, Inc. Evaluation Report S18010.06.09-114 1640 rue Haggerty FL2569-116 Drummondville, Quebec 32C 5P8 Date of Issuance: 06/15/2009 Canada Revision 4: 05/22/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Each unit shall bear labeling 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 hanges or the referenced Quality Assurance documentation changes. TrinityJERD requirKdoie mplete review of this Evaluation Report relative to updated Code requirements with each C . ADVERTISEMENT: The Evaluation Report number preceded byera�l�uk', rds "TrinityiERD Evaluated" may be displayed in advertising literature. If any portion of the Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Rep shall be provided to the user by the manufacturer or its distributors and shall be available for insp at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: The facsimile seal app as authorized =_ ST•,--_OF .:o�= by Robert Nieminen, .on 05/22/2013 �., This does not serve as an electronically signed Robert J.M. Nieminen P.E. �`� ' +yc�'S;�...„,..�,.� document. Signed,sealed hardmpies have been ;+��'' transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD 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. TrinityiERD 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. TRINITY I 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, 1507.2.9.2, Physical Properties ASTM D1970 2001 1507.5.3 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 1523.6.5.2.17.3 Tensile Adhesion ASTM D1623 2009 TAS 110 Accelerated Weathering TAS 110 2000 1507.3.3 Installation Practice FRSA/TRI 07320 2005 3. REFERENCES: Entity 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 2779.11.05-111 04/18/2007 ERD (TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007 ERD (TST6049) ASTM D1970/TAS 110 S13190.02.09-R1 04/01/2010 ERD (TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010 ERD (TST6049) Physical Properties/Tensile Adhesion S11150.05.10-R1 09/09/2010 ERD (TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 S37210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 S40540.02.13-1 02/19/2013 M-D (CER1592) HVHZ Compliance 09-1005.02 11/04/2010 M-D (CER1592) HVHZ Compliance 11-1206.04 03/15/2012 ICC-ES (EVL2396) 2012, 2009 and 2006 IBC Compliance ESR-1524 03/01/2013 UL, LLC (QUA9625) Quality Control Service Confirmation Exp. 11/30/2014 4. PRODUCT DESCRIPTION: 4.1 LASTOBOND TU 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. Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R4 Certificate of Authorization#9503 FL2569-R6 Revision 4: 05/22/2013 Page 2 of 8 1 '\J TRINITY ER® 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. 4.9 LASTOBOND SMOOTH SEAL HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 4.10 RESISTo ECONO is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.11 RESISTo LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width. 4.12 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. 4.13 EcoSTAR, LLC. GLACIER GUARD 100 is a self-adhering, glass-matreinforced, sand-surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width. 4.14 RESISTo LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment, with a 44-inch sheet width. 4.15 COLPHENE FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment. 4.16 UNILAY (E) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 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 AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are follows: Table 1: Roof Cover Options Asphalt Nail-On Foam-On MWood Shakes Underlayment Shingles Tile Tile Metal &Shingles Slate Lastobond TU Yes Yes No No Yes Yes 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 Econo/ Resisto LB1236,Grip-Rite Eave& Yes No No No Yes Yes Valley Protector or Glacier Guard 100/Resisto LB1244 Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes See 5s4.1 YeNo Yes Yes Yes Yes Unilay(e) Yes Batten Only See 5.4.1 No No No Exterior Research and Design, LLC. Evaluation Report 518010.06.09-1114 Certificate of Authorization#9503 FL2569-R6 Revision 4: 05/22/2013 Page 3 of 8 QOTRINITYIERD 5.4.1 "Foam-On Tile" is limited to use of 3M 2-Component Foam Roof Tile Adhesive AH-160 unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. 5.5 Allowable substrates are noted below: 5.5.1 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, Lastobond, Lastobond 195, Lastobond ECO, Resisto Econo, Resisto LB1236, Grip-Rite Eave & Valley Protector, Glacier Guard 100, Resisto LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood; ➢ ASTM D41 primed plywood. Colphene FR GR applied to: ➢ Plywood; ➢ ASTM D41 primed plywood; ➢ ASTM D41 primed structural concrete. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. ➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.5.2 Bond-to-Insulation: 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 manufacturer's Product Approval. For installations under foam-on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix I 5.5.3 Bond to Mechanically Attached Base Layer: 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 per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R4 Certificate of Authorization#9503 FL2569-R6 Revision 4: 05/22/2013 Page 4 of 8 TRINITY ERD 5.5.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320 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 07320 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. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.4.1 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. 5.5.4.2 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. 5.5.4.3 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 5.5.4.4 Maximum Design Pressure = -90.0 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Underlayment: Unilay(e) mechanically attached with Soprafix Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6- inch o.c. within the 5-inch wide, self-adhering side laps. End laps are 6-inch wide and sealed using either heat-welding or hot-air welding techniques. 5.6 Exposure Limitations: 5.6.1 Lastobond TU, Lastobond Shield, Lastobond Pro HT-N, Lastobond, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, Resisto Econo, Resisto LB1236, Grip-Rite Eave & Valley Protector or Glacier Guard 100 or Resisto LB1244 shall not be left exposed for longer than 30- days after installation. 5.6.2 Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. 5.6.3 Colphene FR GR or Unilay(e) shall not be left exposed for longer than 180-days after installation. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of 02/14/2011"for limitations for self-adhering underlayments used beneath tile roof systems. Exterior Research and Design, LLC. Evaluation Report 518030.06.09-R4 Certificate of Authorization#9503 FL2569-R6 Revision 4: 05/22/2013 Page 5 of 8 '\J TRINITYERD Table 2: He System Options per FRSA/TRI 07320/8-05 System Underlay Section Reference Product(s) Option 3.02A 1 Batten Modified Cap Sheet Unilay(e) System One: onl Mechanically Fastened 5 3.02E Self-Adhered Lastobond TU,Colphene FR GR Tile,Unsealed or Underlayment Sealed Underlayment System Base Layer:ASTM D226,Type II; 6 3.02F No. 30/Self-Adhered Sopra-G; Modified Sopra-G Underlayment Top Layer: Lastobond TU,Colphene FR GR 4 3.02D Self-Adhered Lastobond TU,Colphene FR GR System Two: Underlayment Mechanically Fastened Base Layer: ASTM D226,Type II; Tile,Sealed No. 30/Self-Adhered Sopra-G; Modified Sopra-G Underlayment System 5 3.02E Underlayment Top Layer: Lastobond TU,Colphene FR GR 1 3.02A Modified Cap Sheet Unila e System Four"A": Self-Adhered Adhesive-Set Tile, 4 3.02D Underla ment Colphene FR GR Unsealed or Sealed No.30/Self-Adhered Base Layer: ASTM D226,Type II; Underlayment System 5 3.02E Underlayment Sopra-G; Modified Sopra-G Top Layer: Colphene FR GR System Four"B": 3 3.02C Self-Adhered Colphene FR GR Adhesive-Set Tile, Underla ment Sealed Underlayment No. 30/Self-Adhered Base Layer: ASTM D226,pra-Type II; System 4 3.02D Underlayment Top Modified Sopra-G To Layer: Colphene FR GR 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, Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT, Resisto Econo, Resisto LB1236, Grip-Rite Eave & Valley Protector or Glacier Guard 100, 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 For non-tile applications: 6.3.2.1 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. 6.3.2.2 Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. 6.3.2.3 Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. 6.3.2.4 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. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R4 Certificate ofAuthorization#9503 FL2569-1116 Revision 4: 05/22/2013 Page 6 of 8 TRINITY ER® 6.3.2.5 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. 6.3.2.6 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. 6.3.2.7 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 For tile applications: 6.3.3.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.3.3.2 For Colphene FR GR in foam-on tile applications, reference is made to Section 5.5.4 herein for wind resistance limitations. 6.3.3.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.4 Unilav(e): 6.4.1 For non-tile applications or nail-on, battened tile applications: 6.4.1.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4.1.2 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. 6.4.1.3 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. 6.4.1.4 Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.4.2: For foam-on tile applications: 6.4.2.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4.2.2 Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope, mechanically attach the 5-inch wide selvedge-edge to the wood deck Soprafix Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6-inch o.c. Apply the second course in a water-shedding manner with self- adhering side-laps. Vigorous hand or motorized roller pressure is applied to the self- adhering laps to ensure a watertight application. 6.4.2.3 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. 6.4.2.4 Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R4 Certificate of Authorization#9503 FL2569-116 Revision 4: 05/22/2013 Page 7 of 8 TRINITY I ERD 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report S18010.06.09-114 Certificate of Authorization#9503 FL2569-R6 Revision 4: 05/22/2013 Page 8 of 8