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Florida Building Code Online Page 1 of 5 Business & Professional Regulation' rarer � s BCIS Home I Log In ( User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map I Links Search 111Jtl Product Approval .USER:Public User L Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL11651-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Gulf Coast Supply&Manufacturing,LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach, FL 32648 (352)498-0778 info@gulfcoastsupply.com Authorized Signature Eng David info@gulfcoastsupply.com eI{I��] Technical Representative David Eng File C®�y Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry,FL 32669 78 info@gulfcoastsupply.com Quality Assurance Representative David Eng REVIEWED FOR Address/Phone/Email 144292nd PI Ste G300 CODE COMPLIANCE Newberry,FL 32669 (352)498-0778 ST. LUCIE COUNTY david.eng@gulfcoastsupply.com Category Roofing 0CC u6`226 Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R3 COI Cert of Independence 2017-10-09. df Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 0 https://www.flondabuilding.org/pr/pr_app_dtl.aspx?param wGEVXQwtDgsQFcSK/o2fTr... 2/6/2020 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products Go to Page w m 0 Pagel/20 0 FL# Model,Number or Name Description 11651.1 0.032"Aluminum 5V Crimp Min 0.032"5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.ndf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-108.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R3 AE FL11651 1 R3 0325vCrimp 15- 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party:Yes 11651.2 0.032"Aluminum Gulf Lok Min 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 R3 II FL11651 2 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-116.OPSF Created by Independent Third Party:Yes Other:-52.5 psf @ 5 3/16"o.c.fastener spacing.-116.0 psf Evaluation Reports @ 5 3/16"o.c.fastener spacing.Install per manufacturers FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15- details. Not for use in HVHZ Zones. 32Plvwood NonHVHZ-sioned.odf Created by Independent Third Party:Yes 11651.3 1"24ga.Gulf Snap lr'Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/--131.OPS Created by Independent Third Party:Yes Other:-67.3 psf @ 24"o.c.clip spacing.-131 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturers details.For use in FL11651 R3 AE FL11651 3 R3 1 24Gulf5nap 17 15- HVHZ Zones. 32Plvwood HVHZ-signed.pdf 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 R3 II FL11651 4 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-138.SPSF Created by Independent Third Party: Yes Other:-71 psf @ 24"o.c.clip spacing.-138.5 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use in FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 15- HVHZ Zones. 32Plvwood HVHZ-signed.pdf Created by Independent Third Party:Yes 11651.5 1"VersaLoc.032"Aluminum 1"VersaLoc min .032"Aluminum over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-101.OPSF Created by Independent Third Party:Yes Other:-63.3 psf @ 24"o.c.clip spacing.-101.0 psf @ 6" Evaluation Reports o.c.clip spacing.Install per manufacturers details. For use in FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc HVHZ Zones. SR 16 15-32Plvwood HVHZ-sioned.pdf Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2f Tr... 2/6/2020 Florida Building Code Online Page 3 of 5 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 R3 II FL11651 6 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sianed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-116.OPSF Created by Independent Third Party:Yes Other:-86.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports o.c.clip spacing.-116.0 psf @ 6"o.c.clip spacing. Install per FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnao 16 15- manufacturers detals. For use in HVHZ Zones. 32Plvwood HVHZ-sioned.pdf Created by Independent Third Party:Yes 11651.7 1.5"24ga.VersaLoc 1.5"VersaLoc min 24ga. 16"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-123.5PSF Created by Independent Third Party:Yes Other:-59.75 psf @ 24"o.c.clip spacing.-123.5 psf @ 12" Evaluation Reports o.c.clip spacing.Install per manufacturers details. For use in FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 15- HVHZ Zones. 32Plvwood HVHZ-sioned.pdf Created by Independent Third Party:Yes 11651.8 2"24ga.Mega Loc Min 24 Ga. 2"MegaLoc 18"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 8 R3 Metal Roof.Panel Detail- Approved for use outside HVHZ:Yes sioned.odf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-108.5PSF Created by Independent Third Party:Yes Other:-71.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports o.c.clip spacing.Install per manufacturers details. Not for FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15- use in HVHZ Zones. 32Plvwood NonHVHZ-sioned.pdf Created by Independent Third Party:Yes 11651.9 24 Ga.Gulf Lok Min24 Ga.Gulf Lok 16"Wide over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sianed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-96.7PSF Created by Independent Third Party: Yes Other:-81.75 psf @ 10-1/4"o.c.fastener spacing.-96.76 Evaluation Reports psf @ 5-1/8"o.c.fastener spacing.-121.75 psf @ 5-1/8" FL11.6.51 R3 AE FL11651 9 R3 24GulfLok 16 15- fastener spacing.-161 psf @ 5-1/8"fastener spacing.Install 32Plvwood NonHVHZ-sianed.odf per manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party:Yes 11651.10 �24Ga.Gulf Seam �Mi. Ga.Gulf Seam 16"Wide Roof Panel over 1x4 Wood over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 10 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-93.5PSF Created by Independent Third Party:Yes Other:-93.5 psf @ 18"o.c.Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 15- 32Plywood NonHVHZ-sianed.odf Created by Independent Third Party:Yes 11651.11 24 Ga.Gulf Seam Min 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 R3 II FL11651 11 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sianed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-108.5PSF Created by Independent Third Party:Yes Other:-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 R3 AE FL11651 11 R3 24GulfSeam 18 15 use in HVHZ Zones. 32Plvwood NonHVHZ-sioned.pdf Created by Independent Third Party:Yes 11651.12 26 Ga.5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32"Plywood imits of Use Installation Instructions -f r use in HVHZ:Yes FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-156.SPSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.fastener spacing. -156.5 psf @ Evaluation Reports 6"o.c.fastener spacing.Install per manufacturers details. For FL11651 R3 AE FL11651 12 R3 265vCrimp 15- use in HVHZ Zones. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsQF c5K%2f Tr... 2/6/2020 Florida Building Code Online Page 4 of 5 32Plvwood HVHZ-signed pdf Created by Independent Third Party:Yes 11651.13 26 Ga.5V Crimp Min 26 Ga.5V Crimp over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-131.PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 16"o.c.fastener pattern.-131.0 psf @ Evaluation Reports 16"o.c.fastener pattern.Install per manufacturers details. FL11651 R3 AE FL11651 13 R3 265vCrimp 15- Not for use in HVHZ Zones. 32Plvwood NonHVHZ-signed.pdf Created by Independent Third Party:Yes 11651.14 26 Ga.SV Crimp Min 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 R3 II FL11651 14 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12 o.c.fastener spacing.-156.5 psf @ Evaluation Reports 6"o.c.fastener spacing.Install per manufacturers details. For FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 15- use in HVHZ Zones. 32Plvwood NonHVHZ-signed.odf Created by Independent Third Party:Yes 11651.15 26 Ga.Gulf Lok Min 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-161.OPSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 Evaluation Reports psf @ 5 3/16"spacing.-161.0 psf @ 5 3/16"o.c.fastener FL11651 R3 AE FL11651 15 R3 26GulfLok 16 15- spacing. Install per manufacturers details. For use in HVHZ 32Plvwood HVHZ-Signed.pdf Zones. Created by Independent Third Party:Yes 11651.16 26 Ga.Gulf Lok Min 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32 Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 16 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-63.5PSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 Evaluation Reports psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16"fastener FL11651 R3 AE FL11651 16 R3 26Gulfl-ok 16 15- spacing.Install per manufacturers details. Not for use in 32Plvwood NonHVHZ-signed.pdf HVHZ Zones. Created by Independent Third Party:Yes 11651.17 26 Ga.GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.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 details. FL11651 R3 AE FL11651 17 R3 26GuifPBR 15- Not for use in HVHZ 32Plvwood NonHVHZ-signed.pdf Created by Independent Third Party:Yes 11651.18 26 Ga.GulfPBR Min 26 Ga.GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1.1651 R3 II FL11651 18 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party:Yes Other:-100.5 psf @ 24"o.c.fastener spacing.-151.75 psf Evaluation Reports @ 12"fastener spacing.Install per manufacturer's details. FL11651 R3 AE FL11651 18 R3 26GulfPBR 1x4 15- For use in HVHZ Zones 32Plvwood HVHZ-signed.pdf Created by Independent Third Party:Yes 11651.19 26 Ga.GulfPBR Min 26 Ga.GulfPBR over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party:Yes Other:-60.5 psf @ 24"o.c.fastener spacing.-154.75 psf @ Evaluation Reports FL11651 R3 AE FL11651 19 R3 26GulfPBR 15- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsQFc5K%2f Tr... 2/6/2020 Florida Building Code Online Page 5 of 5 12"o.c.fastener spacing. Install per manufacturer's details. 32Plvwood HVHZ-sioned.Ddf For use in HVHZ Zones. Created by Independent Third Party:Yes 11651.20 - 26 Ga.GulfPBR Min 26 Ga.GUIfPBR over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.Ddf. Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 24"D.C.fastener spacing.-151.75 psf Evaluation Reports @ 12"fastener spacing.Install per manufacturer's details. FL11651 R3 AE FL11651 20 R3 26GulfPBR 1x4 15- Not for use in HVHZ Zones 32Plvwood NonHVHZ-sioned.Ddf Created by Independent Third Party:Yes Go to Page ® m O Pagel/20 0 Back Next 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 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 no[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: ® ® ® M h , r` C_redit-Card https://www.floridabuilding.ora/Dr/p r_ap p dtl.aspx?param—wGEVXQwtDqsQFc5K%2fTr... 2/6/2020 METAL ROOF PANEL DETAIL G6icoz� SUPPLY & MANUFACTURING 5V 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD TM (1 ) #9-15 x 1 -1 /2" HWH w/Sealing Washer 12" 12" At Panel Lap --/ NOEL s, •'��CEIV No, 75519 STATE OF - : , . Tis ,of OR1DP'•''\ % .-,SA t_ ENS��o.ios��os FL#11651.12 R3 •OCTOBER 5,2017 METALi • F PAN1L DETAIL, ENGINEERING,KUHN M / Wox GuIfCo�Nt SUPPLY & MANUFACTURING 5 V -"!!,'P ROOF PANEL OVER 15/32" PLYWOOD 51.12 R3 NO. 116:1 Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15132"Plywood I Florida Product Approval #11651.12 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing, Compliance Method: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ��. `"""''•� vgEL S /r110 •' IGEN Engineer Evaluator: . Dan Kuhn, P.E. #75519 =*' • No. 7551.9 Florida Evaluation ANE ID: 10743 = STATE OF • • •� � A" P ��. Validator: ;C`s o R v ,,•'" Locke Bowden, P.E. #49704 �'•;S�ONq��NG;.�' 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 R#11651.12 R3 OCTOBER 5,2017 yrk .. ® Gulfco&'; SUPPLY & MANUFACTURING 5VL1? 1iyH NO. 11651,12 R3 i CO Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017,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 u/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 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017,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. 1/4" minimum penetration through plywood. Corrosion Resistance:Per Florida Building Code 2017,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 2017. Design Uplift Pressures: Table"A" `h itiRzf m - 'PE kr {a"._x1 l4`�` s ... 'f �✓�." 4.� �c �t ..�.._ lt�l tmtrmr�Tpta pt es�grx � X5ftw Fastener Pattern Panel Rib Panel Rib + t, '�'� r ;6 ns. s*,`�+ � Fast r er l Item AO Design Pressure includes a Safety Factor=2.0. FL#11651.12 R3 OCTOBER 5,2017 K . hk.3. �. 'C to a • max® ® a ,• D ® e Gull s SUPPLY & MANUFACTURING 5VCRIMP • GA. ROOF PLYWOOD NO. 11651.12 R3 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, 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 2017, 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 1897-12-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 0126/2007 2. TAS 100-95 Farabaugh Engineering&Testing, Inc.(FBC Organization#TST 1654) Report No.T130-07,Dated 02282007 Report No.T215-08, Dated 07/082008 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 A 9/2004 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 1897-12 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 R3-OCTOBER 5,2017 Elam""NaM y" {, Gulfco-�Nt SUPPLY & MANUFACTURING • . • PANEL OVER PLYWOOD NO. 116"1.12 R3 rn Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017,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 2017 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 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. FL#11651.12 R3 OCTOBER 5,2017 ti n't r:•. 2 WNW .'' " CIA 5. 1.1 mai.WILr I Mi Gulfco�gt v SUPPLY & MANUFACTURING +r, - r" CR' I: �r�;r� 5V 26 GA. 5V--R1k'P ROOF PANEL OVER 15/32" PLYWOOD - j ! ENGINEER LOAD TABLE:26 Ga.5VCrimp Roof Panel over 15/32"Plywood `c; . ,5��•-.t3?.tk!='rf�`3srr-e .� ja��Y.'yd,.� [t-,^n.� Air yr!'eyv•r h .�,,..i" ure_ 'ry�>� y•�"�,�+>,� r iJ,,a�vr1t��-E Y`k�11 (32�^ ���,�_c`RlYE`•tF;�f3J"$�7rcL.��-�- },`'s�a"'NA'x't.'r,,.�s,,SK`�Yt`a'�B;''�a ':. 120 130 140 150 160 170 180 WAND FASTENER SUBSTRATE SPEED (MIN 114- (MIN.15/32') ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15X1.5 Plywood 12-TYPE 1 12-TYPE 1 12'TYPE 1 12-TYPE 1 12-TYPE 1 12-TYPE 1 12-TYPE 1 57,cCs, ,,,Ca z i`k$' � � uY+ m -S{'�3, DY.<r Ik £� 7�'..t�t'1?'` }3`',�. Air t rA 'ry .t� rra it i Y4 4� tri. ^t a,+d '8 K 'µ-< a r xX p ?r Wooc Itsi?�. ZONE 3 #9-1 Sxi.5' Plywood L12'TYPE 1 112-�TtYPE i 12-�TYPE 1 12-TYPE 1 12-TYPE 1 12-TYPE 1 12-TYPE 1 .eWWI ,.r: r ' `r v4 viy.L> .? .q1.rt€.a ''`rF��""'S'"Y !s,�#.6p��"" .y ..:5Ni4 ha..;.•:�1�'.�.,;49_r' Ca`�`2t-'} •• t 313 xs'YfH�+., -�.`�.. �'x'cL,•v� ��,;'X�, r'�1' � 'tee G`,���"�'C A,; .�Ma wyxY �:t�s ,.xr f1 ufi,�, �<i �?K,•r��E��ie�� a'�`St'<f�:,'rw^ tam" �' ,� '� 4��'�4Y�`.1'i.�� ,,t; �,��r fix �� e �:� ��a 3;�-7�������i J��i� +F1. 41� ����+ SJFJV.. �1�.Y �.i rf �NT I��y "1• � C� ��.G3' �4 r�yy{�'�v,r^+�5'ta 3h�-Q�'� a f pz;..�r�f ca, rc..,F� ' s ti� w °r�� 7'�` ��� •��x,�'��,ry� .�: .��� x � >a•' Y� � �. :..�c>,�a s k`Je�mdt �s�,.4t�5rk•4a�'�, 'r�, E'` ��xf}'�4���ir `� �t z'w� �� �OL7#1j�� ����C�IK����1�7 t��r� aiE+�; i�E���:� '��I���I�UIEF�I�it, •CdD��Sr1��h�'k ct�t r ,a�r (!�5.,, .d.A 7. ter+ a iX'�i':�Y4��.aa1 t t i �'�"t 711cv '#'3,rx<z'� i' r5t7�+,ri� S �� z 7c^ve.r t +n a. �sr,.,,.✓"`Mbp�c �'"� r Yds.} //-- Y.,-. ,�-�,�c.:�rF" �� C -�•..r atnbr���a � }� asp F"" �,x' s �� �i.��a,�-�„ -sr F,� s�.�'�o:=g' �.:f r �r€�:���.�,"..-.c s�' -t4 �� rl{*F�a2`�'s �: .�,F���i ct'�,i�^�t..liF'-w�'.Yi,.}`('PYX$uY yF"S�.F��d�r'?`<i��yi"4,i,1;s}}�-� ��',��t�'��:x��4`r�a��lt`�^ } ���✓ �1cri..�}iq �.....-F. Tj,?�.�.y�� `c3..�.;&.K"(��,-.;F ZUNE2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3— —a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be \r--`------------,' less than either 4%of the minimum width of the building or3feet. \ RIM i i I �` -- ---- (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE 1 12" 12"- -SAVE At Panel Lapzonz CAM — i, \\ i ,a ' � I —RmGE � I I �a --------------------- F a � ZONE 1 � i I I s } I ZONE3 HEAVE FLl#11651.12 R3.00TOBER 5,2017 1 li • Certificate of Authorization No. 29824 17520 Edinburgh DriveCREEK Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 (417)624-6644 http://www.tamko.com Quality Assurance: UL LLC(QUA9625) File Copy SCOPE REVD'-WF,--D FOR Category: Roofing C®®E '. LACE Subcategory: Underlayments ST. LUCL�: ('J',NTY Code Sections: 1507.1.1 Properties: Physical properties BOCAC', PRODUCT DESCRIPTION TAMKO®ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO®ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®TW Metal and Self-adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO®TAM-FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO(DTW Metal and Tile Underlayment and TAMKO®TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO®ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO®ASTM Tile N N N N N Y Underlayment TAMKO®Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOO No.15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO®No.15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO®No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No.30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. u a, CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES En& Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FI-12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ttJ1111uur111 Pt��i�� 2017.10.19 No 74021 12:15:58 _ � gmb�eMi�nwY„ 04'00' : 3 STATE OF :41J-Z c< P,:���:� Zachary R. Priest, P.E. R C? Florida Registration No.74021 ONpI— Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.