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Home My WebLink AboutPRODUCT APPROVAL 2/20/2017 Florida Building Code Online ; Business aProfessionalRegulationr i,xrui' ' BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications I�'!FBC Staff I BCIS Site Map I Links I Search Florida Gtj Product Approval p USER:Public User dIrars,�Fn�;tm , Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL11651-R2i Application Type Revision Code Version 2014 Application Status Approved I' I' Comments ' Archived ii 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 ii I,f Authorized Signature Ray Bowen ray@gulfcoastsupply.coirn Technical Representative Address/Phone/Email �. Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Floridaj,Reglstered Architect or a Licensed Florida Professional Engineer YJ Evaluation Report- Hardcopy IReceived 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 i Validated By Locke Bowden WJ Validation Checklist- Hardcolpy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.pdf FL11651 R2 COI Letter of Name'chanoe.pdf 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 httpslfloridabuilding.org/pr/pr appdU.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgNNppMyNezj35!2E8POQwgA%3d%3d 1/5 2J20/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2015 i Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products n Go to Page - + V� Page 1/ 2 Y� 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 R2 II 14FL11651 1 R2 0325vCrimD 15m Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf Impact Resistant: N/A FL11651 R2 II 14FL11681 1 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn,IP.E. 75519 Other:-108.5 psf @ 12"o.c. Install per manufacturers Created by Independent Third Party: Yes details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R2 AE 14FL11651 1 R2 0325vCrimp 15- 32Plywood NonHVHZ.odf Created by Independent,Third Party:Yes 11651.2 0.032"Aluminum Gulf Lok 0.032"Alumin6m Gulf Lok 16"Wide Roof Panel over 15/32" Plywood i Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 2 R2 032Gulfl-ok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn;0P E. 75519 Other:-52.5 psf @ 5 3/16"o.c.fastener spacing. -116.0 Created by Independent Third Party:Yes psf @ 5 3/16"o.c. fastener spacing. Install per Evaluation Reports manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.3 1"24ga, Gulf Snap 1"Gulf Snap 24 Ga. 171"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.Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnao 17 15- Impact Resistant:N/A 32Plvwood HVHZ..pdf , , Design Pressure: +N/A/--131.OPS Verified By: Dan Kuhn;,P.E. 75519 Other:-67.3 psf @ 24"o.c. clip spacing. -131 psf @ 6" Created by In'dependet Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports 1, in HVHZ Zones. FL11651 R2 AE 14FL11651 3 '112 1 24GulfSnao 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 14FL1i651 4 R2 24VersaLoc SR 16.5 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf, Impact Resistant:N/A FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..odf Design Pressure: +N/A/-138.5PSF Verified By: Dan Kuhn;:P.E. 75519 Other:-71 psf @ 24"o.c. clip spacing. -138.5 psf @ 6" Created by Independent Third Party:Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports I'i 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 i"VersaLoc.032'Aluminum over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 R 14FL11651 5 R2 lin 032VersaLoc SR 16 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ..odf,; Impact Resistant:N/A FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..odf Design Pressure: +N/A/-101.OPSF Verified By: Dan Kuhn, P.E. 75519 Other: -63.3 psf @ 24"o.c. clip spacing. -101.0 psf @ 6" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports ll' in HVHZ Zones. FL11651 R2 AE 14FL11651 5 R2 lin 032VersaLoc SR 16 15- httpsJ/floridabuilding.org/pr/pr ppp dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgNNppMyNezj352E8POQwgA°/aid%3d 215 2/20/2017 Florida Building Code Online 32Plvwood HVHZ..pdf 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- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..odf Impact Resistant:N/A FL11651 R2 II.14FL11651 6 R2 Metal Roof Panel Detail..pdf Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-86.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independen+'Third Party: Yes o.c. clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install Evaluation Reports per manufacturers detals. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnap 16 15- 32Plywood HVHZ..odf Created by Independent'Third Party:Yes 11651.7 1.5" 24ga. Versal-oc 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- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf ' Impact Resistant:N/A FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..Pdf Design Pressure: +N/A/-123.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-59.75 psf @ 24"o.c. clip spacing. -123.5 psf @ Created by Independent Third Party: Yes 12"o.c. clip spacing. Install per manufacturers details. For Evaluation Reports use in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15- 32Plywood HVHZ..I?df Created by Independent Third Party: Yes 11651.8 2"24ga. MegaLoc 24 Ga. 2" Meg Loc 18"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 8 R2 24MegaLoc 18 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pclf Impact Resistant: N/A FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-108.5PSF Verified By: Dbn Kuhn,P.E. 75519 Other:-71.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party:Yes ox. clip spacing. Install per manufacturers details. Not for Evaluation Reports '� use in HVHZ Zones. FL11651 R2 AE 14FL11651 8 R2 24MeoaLoc 18 15- 32Plvwood NonHVHZ.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 R2 II 14FL11651 9 R2 24GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plywood No6HVHZ.odf Impact Resistant: N/A FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-96.7PSF Verified By: Dan Kuhn, P.E. 75519 Other:-81.75 psf @ 10-1/4"o.c. fastener spacing. -96.76 Created by Inaependent Third Party: Yes psf @ 5-1/8"o.c. fastener spacing. -121.75 psf @ 5-1/8" Evaluation Reports fastener spacing. -161 psf @ 5-1/8"fastener spacing. FL11651 R2 AE 14FL11651 9 R2 24GulfLok 16 15- Install per manufacturers details. Not for use in HVHZ 32Plvwood NonHVHZ.i$df 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 14FL11'651 10 R2 24GulfSeam 16 1x4 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf Impact Resistant:N/A FL11651 R2 II 14FL11'651 10 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-93.5PSF Verified By: Dan Kuhn; P.E. 75519 Other.-93.5 psf @ 18"o.c. Install per manufacturers Created by Independent Third Party:Yes details. Not for use in HVHZ Zones. Evaluation Reports 1'' FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15- 32Plywood 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- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Odf Impact Resistant: N/A FL11651 R2 II 14FL11651 11 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn; P.E. 75519 Other:-69.25 psf @ 24"o.c. clip spacing. -108.5 psf @ Created by Independent Third Party:Yes 12"o.c. clip spacing.Install per manufacturers details. Not Evaluation Reports for use in HVHZ Zones. FL11651 R2 AE 14FL11651 11 R2 24GulfSeam 18 15- 32Plvwood NonHVHZ.odf Created by Independent Third Party: Yes �I httpsl/floridabdlding.orglpr/pr app o.aspx?param=wGIVXQwtDgsQFc5K°/"2frrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 315 2/20/2017 Florida Building Code Online 11651.12 126 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instruction's Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 265vCrimp 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ.odf ' Impact Resistant:N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detaii.odf Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c.fastener spacing. -156.5 psf Created by Independent Third Party:Yes @ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimp 15- 32Plywood HVHZ.pdf Created by IndependenfThird Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 13 R2 265vCrimp 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II',14FL11651 13 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn,P.E. 75519 Other:-94.25 psf @ 16"o.c. fastener pattern. -131.0 psf Created by Independent Third Party:Yes @ 16"o.c.fastener pattern. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15- 32Plvwood NonHVHZ.pdf, Created by Independent Third Party:Yes 11651.14 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II,14FL11651 14 R2 265vCrimp 1x4 15- Approved for use outside HVHZ:Yes 32131vwood NonHVHZ.Ddf Impact Resistant:N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-156.5PSF Verified By: D'an Kuhn„P.E. 75519 Other:-108.5 psf @ 12”o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes @ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimp 1x4 15- 32Plvwood NonHVHZ.Ddf Created by IndependentThird Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn;,P.E. 75519 Other:-63.5 psf @ 5 3/16"o.c.fastener spacing. -121.75 Created by Independent iThird Party: Yes psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16"o.c. fastener Evaluation Reports spacing. Install per manufacturers details. For use in HVHZ FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15- Zones. 32Plvwood HVHZ.Ddf 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 II 14FL11'651 16 'R2 26Gu1fLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NoriHVHZ.pdf Impact Resistant:N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn; P.E. 75519 Other.-63.5 psf @ 5 3/16"o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16"fastener Evaluation Reports spacing.Install per manufacturers details. Not for use in FL11651 R2 AE 14FL111651 16 R2 26GulfLok 16 15- HVHZ Zones. 32Plywood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.17 26 Ga. GulfPBR 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 17 R2j6GulfPBR 15-32Plvwood NonHVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 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 Evaluation Reports ,;' @ 12"o.c. fastener pattern. Install per manufacturer FL11651 R2 AE 17 R2 26GulfPBR 15- details. Not for use in HVHZ 32Plvwood NonHVHZ.odf Created by Independent Third Party: Yes 11651.18 26 Ga. GulfPBR 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ.Pdf ; httpsJ/floridabLilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2tTrZeCSHgw99R5wgNNppMyNezj3512E8P0QwgA%3d%3d 4/5 2/20/2017 Florida Building Code Online Impact Resistant:N/A FL11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-151.7PSF Verified By: Dan Kuhn,PE. 75519 Other:-100.5 psf @ 24"D.C.fastener spacing.-151.75 psf Created by Independent Third Party: Yes @ 12"fastener spacing. Install per manufacturer's details. Evaluation Reports For use in HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 15- 32Plywood HVHZ.Ddf Created by Independent Third Party: Yes 11651.19 26 Ga. GulfPBR 26 Ga. GulfPBR over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 IIi 14FL11651 19 R2 26GulfPBR 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant:N/A FL11651 R2 II 19 R2 Metal Roof Panel Detail.Ddf Design Pressure:+N/A/-154.7PSF Verified By: Dan Kuhn, P.E. 75519 Other:-60.5 psf @ 24"o.c. fastener spacing. -154.75 psf Created by Independent Third Party: Yes @ 12"D.C. fastener spacing. Install per manufacturer's Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 19-R2 26GulfPBR 15- 32Plvwood HVHZ.pdf Created by Independent Third Party:Yes 11651.20 26 Ga. GulfPBR 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 26Gu1fPBR 1x4 15- Approved for use outside HVHZ:Yes 32P1vwood NonHVHZ.Ddf Impact Resistant:N/A FL11651 R2 II 20 R2 Metal Roof Panel Detail.Ddf Design Pressure:+N/A/-151.7PSF Verified By: Dan Kuhn,P.E. 75519 Other:-94.25 psf @ 24"o.c. fastener spacing. -151.75 psf Created by Independent-Third Party:Yes @ 12"fastener spacing. Install per manufacturer's details. Evaluation Reports Not for use in HVHZ Zones FL11651 R2 AE 20 R2 26GulfPBR 1x4 15- 32Plvwood NonHVHZ.Ddf Created by Independent'Third Party:Yes Go to Page '� Page 1/2 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I 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: ® sCFecl. Credit Card Safe https.-//floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgsOFcSK%2frrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 5/5 �e ® . . . . GuIfCo6 t 1 SUPPLY & MANUFACTURING I, SRI P � . . . 9VMAJ TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 75132"Plywood Florida Product Approval #11651.131 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing,.LLC. 14429 SW 2nd Place, Suite G30 t%%% I t,,, Newberry, FL 32669 Engineer Evaluator: No. 75519 Dan Kuhn, P-E. #75519 * � � Florida Evaluation ANE ID: 10743 - .� TATE OF Validator: ;F�; ., ORID .•�� Locke Bowden, P-E. #49704 �'�s;0NA� E�kGsly ``�� 9450 Alysbury Place 32.015 oil 0 Montgomery, AL 36117 / Contents: Evaluation Report Pages 1 — 5 FL#11651.13 R2•JUNE 15,2015 PRODUCTEVALUATION ® . ENGINEERING,KUHN i GUIX66�t SUPPLY & MANUFACTURING 1 • � . � � � . � � � . � • � � �,�pit 1 1 �.,` 1 . _: I';.' TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage):through fastened roof panel with fasteners in.the panel flat over minimum 15/3Z" 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: 80.0 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/s" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the'panel or approved equal, 1/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15A2" 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 Uplift Design Pressure 94.25 psf= 131.0 psf Fastener Pattern 12"-12",, 9.5"-2"-9.5" Fastener Pattern Spacing 16" O.0 16" O.C. rDesign Pressure includes a Safety Factor=2.0. d i FL#11651.13 R2•JUNE 15,2015 PRODUCT a a ® . ■ ® . 'I ENGINEERING,KUHN ti GUIX06 t SUPPLY & MANUFACTURING D' M, F 5VCH 26 GA. 5VCRIMP ROOFPANEL OVER PLYWOOD* FLORIDA . . O APPROVAL NO. 1165 1 . 1 R2 IM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. I, I; 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. 117-0053T-05 & 117-0331 T 08 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering, LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent!to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 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. For slopes less than 3:12, lap sealant must be-used in,the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. C FL#11651.13 R2•JUNE 15,2015 ij oe E GuIK6aSt FLORIDA PROD U CT ® e SUPPLY & MANUFACTURING JFfl 11 PD 5VCR � /1 " ' nR•%OJ F 'Am %OJ V FE Rn 11 5 3a 2 P LLYI WVV%OJ•UD FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 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. I ,I i! ii I FL#11651.13 R2•JUNE 15,2015 e ON. REPORT KU14N ENG'I'NEERING, LLC 11670 ISLAND LAKES LANE, BOCARATON. • • 0464 G ull "C'�o ark'�t +,� .��•��3k.�. 4 �=`. � i'� t �.� % , q �z4 _ > SUPPLY & MANUFACTURING 26 GA. r • • OVER • • LORIDA PRODUCT APPROVAL N0. 116ti'l.13 R2 rM ENGINEER LOAD TABLE: 26 Ga.SVCrimp Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height<20'-0"; Roof Slope: 2"/12" - 12"/12" Gableor_.Hip RoA Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code'2'61'4 120 130 140 150 ; 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"T41E1 16' TYPE i1 16"TYPE 1 16"TYPE 1 ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 3 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1TYPE 1 16"TYPE 2 16"TYPE 2 1 �� I 1.)PANEL DESCRIPTION:5V CRIMP, MIN.26 GA., GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. �'/4" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,UL 580/UL 1897TESTING. 4.)PLYWOOD DECKING:MIN.75/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LA,PS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE 2 HIP ROOF ZONE 3 a Note:Dimension(a)is defined as 10%of the minimum width of the building or 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ------------ ,' a less than either 4%of the minimum width of the building or 3 feet. \\ \ RIDGE TYPE 1 FASTENER PATTERN ' ---- (1) #9-15 x 1-1/2". HWH w/Sealing Washer I , \ i �/� ZONE \\\ \ 12" 12"— \ I /------------------\ SAVE At Panel Lap ZONE 2 GABLE ROOF ---- ----------------- a TYPE 2 FASTENER'PATTERN RIDGE ; (1) #9-15 x 1-1/2" HWH w/Sealing Washer I _---- — I -----—————--———————————— a I ZONE 1 I ZONE 3 EAVE FL#11651.13 R2•JUNE 15,2015 ENGINEERING,KUHN 2/20/2017 Florida Building Code Online -l W �. Business & Profession Regulatilon BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications,I FBC Staff BCIS Site Map I Links I Search Flolida rAu & Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16048-R4 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived U Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' f_I Evaluation Report-'Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC i Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W. Knezevich, PE ✓: Validation Checklist- Hardcopy Received Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code hUps://floridabuilding.orglpr/pr app o.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv%2fglJauQKOQ6ShWgBigGzhg%3dp/pad 1/2 2/20/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/06/2016 Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 Summary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R4 II 20161,10 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-67.5 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports ! of foam-on tile systems overtop the self-adhering FL16048 R4 AE 2016,10 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R4.odf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back rdext Contact Us::2601 Blair Stone Road,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 respo'n'se 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 d°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: ECte�k M Credit Card Safe i i i https:/tfloridabuilding.org/prlpraPP_dt.asPx? aram=wGEVXQwtD PmdYiNDWrwiPtAnR8jv°/p2f9lJauQKOQ6ShWbBi Gzh /3d/3d 2/2 i I EXTERIOR RESEARCH&DESIGN,I.I.C. i TRII� cry , Certificate of Authorization#9503 Q 353 CHRISTIAN STREET,UNIT I ERD OXFORD,CT 06478478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-114 dba TRI-BUILT Roofing Products I FL16048-R4 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 Revision 4: 10/06/2016 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 51"Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 5. Prepared by: Robert J.M.Nieminen,P.E. i•+,µ+S�� ;�`Ga� The facsimile seal appearing was authorized by Robert Nieminen, _;, P.E.on 10/06/2016,This does not serve as an electronically signed Florida Registration No.59166,Florida DC4ANE1983 /j,,,,..t„�aas document signed,sealed hardcopieshave been transmitted tothe Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: I' 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. r TRINITY I ER® ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT;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 6f Use set forth herein. 2. STANDARDS: Section Property Standard: Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012'(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: 9afty Examination Reference Date ERD(TST6049) Physical Properties S40540.02113-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03:14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04:14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04114-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04'.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02:14-1-R1,i 05/14/2014 ERD(TST6049) Physical Properties 543530.05!14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02;.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: !' 421.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width.; 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment i 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat..reinfo,rced, film-surfaced, SBS modified bitumen roof underlayment. S. 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 Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. r Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 2 of 5 i. i i, TRINITY ER® 5.4 TRI-BUILT 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 as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built.S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided., ➢ Tri-Built S/A HT TU Underlayment with 3MTm 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond""Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment 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. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or,Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck 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 (Tri-Built S/A HT TU Underlayment only),, 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 Layer: r Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per 11 minimum codified requirements. For installations under foam-on the systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-1114 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 3 of 5 TR11�1JTY I ERD 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 direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-112)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'ito satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,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: Soprema 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: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A:Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 naili heads. !Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment.Tri-Built S/A HT TU Underlayrhent or Tri-Built Smooth HT S/A Underlayment- 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,TRI-BUILT recommends priming the deck iftheifnal 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,broom or hand-press 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,sealed in accordance with TRI-BUILT requirements. Exterior Research and Design,U.C. Evaluation Report A42960.10.12-114 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.16048-114 i' Revision 4:10/06/2016 Page 4 of 5 i (:I-l�RINI11� ERD When installing at slopes above 8:12,TRI-BUILT 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(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation ManuaF;and Table 1 herein, using the instructions noted above as a guideline. For foam-on the applications,reference is made to Section 5.6.4 herein for,wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). 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. 'i 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C''Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- �I ss i I+ I 1� .j Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 5 of 5