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Home My WebLink AboutPRODUCT APPROVAlFlorida Building Code Online Page I of 2 Z PAR e afiw�."' BY 4FUM'Pay, - I PAI pew OK SCANNED Bud "R St. Lu6je County BOS Hoene L09 1. User Registratim I Hot Taal. Sub.it Surcharge I Stats & Facts P.tslcati.ns Contatt Us BCIS Site Map Unks Sear� Honda '0" Product Approval (sompre USER: public User Pr�ytt Approve I Mc,.tj � Proclud or Aip%atioa Sea rch . Application List � Appli.d.n Detail FILE C PY FL # FL16048-116 Application Type Revision Ren4p FOR Code Version 2017 CODE COMPLFAMCF Application Status Approved ST. LUCIE COU Comments i3OCC Archlved Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.rulz@trlbuiltmg.com David Ruiz david.rulz@tribulitmg.com David Rutz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.rulz@tribuiltmaterjalsgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Handcopy Received Robert Nleminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE R1 Validation Checklist - Handcopy Received FL16048 R6 COI 2017 01 C01 Nlemlnen.odf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 year 2015 2005 2011 2012 2012 https://www.floridabuilding.orglprlpr�_app_dtl.aspx?param=wGEVXQwtDqtFPmdYiNDWrwipmt... 6/3/2019 Florida Building Code Online Sections from the Code Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 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 KVHZ: No FL16048 R6 Il 2017 09 FINAL ER TRI- Approved for use outside KVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.pd Impact Resistant: N/A Verified By: Robert p1leminen PE-59166 Design Pressure: +N/A/-150 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 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.pd 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. F-----kl FN..11 Contact US :: 2601 Wall Store Road, Tallahassee Fl, 32399 Phone, 850-487-1824 The State of Florida Is an AAJEE0 employer. Conym,lit 2007-2011 state of Flo[Ldli, :: Pr vay Statement ;: Accessibility Statemen :: Refund Statement Under ri.Nda Ia., email addresses am public records. If you do not want your e-mail address released In res,ponse to a publIc-records, request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. Ifyou have any que�tons, please contact 850.437.1395. *ftrsuant 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 smalls provided may be used for officlal communication with she 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 am a licensee under Chapter 455, F.S., please CII& ho�. product Approval Accepts: F.09 M �Q 99 M securitymErRics- IhrRICs https://www.floridabuilding.org/pr/Pr�_app__4tl.aspx?parani7 wGEVXQwtDqtFPrndYiNDWrwiprnt... 6/3/2019 Florida Building Code Online Page 1 of 5 SCANNED BY St. Lucie CountY -Fit acl� � I L, 1. :1 Uft, R,�Wn : Mt Top� [ �bftt Su�,ge , suN & F.� � ftbl.�n� I FK 5�0 I ocus sft M., I � I �� ! d11, Product Approval D r 00 USER: Public >ApplicalJonDetill FIL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Pbone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL116SI-R3 Revision 2017 Approved L-1 FI RU Y �v _. � F r� `)DE COMPUANCE UCIE GOPtM 41 f � e% V_;� Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 Info@gulfwastsupply.corn Eng David Infoililliulfwastsupply.com David Eng 14429 SW 2nd Pi Ste G30 Newberry, FL 32669 (352) 49B-0778 lnfo@gulfcoastsupply.com David Eng 14429 SW 2nd Pi Ste G30 Newberry, FL 32669 (352) 498-0778 david.eng@gulfmastsupply.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida professional Engineer 0 Evaluation Report - Hardcopy Received Daniel S. Kuhn PE-75519 Keystone Certifications, Inc. 04/12/2024 Locke Bowden P.E. W Validation Checklist - Hardcopy Received FL11651 R3 COT Cert of Independence 2017-10-09,vd Referenced Standard and Year (of Standard) Standard FM 4471 TAS 100 TAS 110 TAS 125 UL1897 UL 580 YM 1992 1995 2000 2003 2012 2006 http://Www.floridabuilding.orglprlpr�_appjtl.aspx?param=wGEVXQwtDqsQFc5KIlo2ffrZ... 5/8/2018 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = ID Method 1 Option D 10/1012017 10/12/2017 10/17/2017 12/12/2017 0 0 Pagel/ 20 0 FL # Model, Number or Name Description 11651.1 11 0.0321 Aluminum 5V Crimp Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32' Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A(-108.SPSF Other: -108.5 psf 0 12' O.C. Install per manufacturers details. Not for use In WHZ Zones. installation instructions FI 11651 R3 11 ELIIfigl I R3 Metal Roof Panel Detail - sioned.od Verified BY: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports F121651 R3 AE EL11551 1 R3 0325vCrimp 15m 32PIvwood NonHVHZ-sjo0ed.pd Created by Independent Third Party: Yes 11651.2 0.032' Aluminum Gulf Lok Min 0.032' Aluminum Gulf Lok 16' Wide Roof Panel over 15/321 Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressuret +NjAj-l16.0PSF other. -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. Not for use In HVHZ Zones. Installation instructions FL11651 R3 11 FLA1651 2 R3 Metal Roof Panel Detail - sloned.lid Verified BY: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 3 AE FL11651 2 93 032GuilLok 16 15- 32P[vwaod NanHVHZ-slnned.pdf Created by Independent Third Party: Yes 11651.3 —r24ga Gulf Snap 1" Gulf Snap 24 Ga. 17- wide Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVIHIZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/--131.OPS other: -67.3 psf @ 24- o.c. dip spacing. -131 pSf @ 6' O.C. clip spacing. Install per manufacturers details. For use In HVHZ Zones. Installation Instructions FL11651 R3 11 EL12fa5l 3 R3 Metal Roof Panel Detail - signed.ndf Verified By: Dan Kuhnp P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE El,11651 3 R3 1 2, GulfSnay 17 15- 32P]"ood 14YEV-siongd.piff Created by Independent Third Party: Yes 11651.4 1- 24ga. Versal-oc 1 I" Versal-oc 24ga 16.5" Wide Roof Panel over 15/32' Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; +N/Al-138.5PSF Other: m7l psf (9) 24' o.c. dip spacing. -138.5 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use In HVHZ Zones. Installation Instructions F1 11651 R3 11 FLI 1651 4 R3 Metal Roof Panel Detail - sioned.pcif Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE EL11651 4 R3 2 rsaLocSR 16.5 15� 12PIvwood FiVI-IZ-slaned.odif I Created by Independent Third Party: Yes 11651.5 1' VersaLoc .032' Aluminum 1" VersaLoc min .032" Aluminum over 15/32" Plywood Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +NlAtml0l.OPSF Installation Instructions FL11651 3 11 FL116SI 5 R3 Metal Roof Panel Detail - signed.od Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes littp://www.floridabuilding.org/t)r/ lr� appjtl.aspx?param=wGEVXQwfl)qsQFc5K%2fTrZ... 5/8/2018 �' P _ Florida Building Code Online Page 3 of 5 Other: -63.3 psf @ 24" o.c. dip spacing. -101.0 PSf @ 6" o.c. clip spacing. Install per manufacturers details. For us. In HVHZ Zones. Evaluation Reports FL116SI R 11651 5 P3 Iin 037,Versal-gL SR 16 15-3 4�ad HVHZ-SIQned.g(jr Created by Independent Third Party: Yes 11651.6 _r1.5i724ga. Gulf Snap 1.5- Gulf Snap 249a. 161 Wide Roof Panel over 15/32' Plywood Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ-'YeS Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -86.0 psf 0 24"o.c. clip spacing. -108.5 psf 12" o.c. dip spacing. -116.0 psf @ 6" c.c. clip spacing. Install per manufacturers detals. For use In HVHZ Zones. installation instructions FL11651 Ra 11 EL11651 6 R3 Metal oof Panel 12�1:ail- sianed.od Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 AE FLIjEj!iI 6 R3 1,5 24GulfSnao 16 IS - 32PImood HZ-slqned.od Created by Independent Third Party: Yes 11651.7 1.5' 24ga. Versal-oc 1.5" Versal-oc min 24ga. 16" wide Roof Panel over 15/32' Plywood Limits of Use Approved for use In HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.SPSF Other. -59.75 psf 0 24" o.c. dip spacing. -123.5 psf 121 o.c. clip spacing. Install per manufacturers details. For use In HVHZ Zones. Installation Instructions FI 11651 R3 11 FU1651 7 93 Metal Roof Panel Detail - sioned.od Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE F111651 7 R3 1.5 24 ersaLac 16 IS - 32PIvwood HZ-sioned.pdf Created by Independent Third Party: Yes 116SI.8 Min 24 Ga. 2" Megal-oc 18" wide Roof Panel over 15/32� Plywood Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: +N/Al-108.5PSF Other: -71.0 psf @ 24" o.Q clip spacing. -108.5 psf @ 12" o.c. dip spacing. Install per manufacturers details. Not for use In HVHZ Zones. Installation Instructions FL1,1651 R3 11 FLI1651.8 R3 Metal Roof Pangl Dgtall- slimed.od Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 RS A FLJ1651 8 R3 24Versal-oc 18 JS- 32PIvwoDd NonHVHZ-sinned.Ddf Created by Independent Third Partyi Yes 116SI.9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16- Wide over 15132' Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- N/A Design Pressure: +N/A/-96.7PSF Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf @ 5-1/8' o.c. fastener spacing. -121.75 psf @ 5-1/8" fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install per manufacturers details. Not for use In HVHZ Zones. Installation instructions FL11651 R3 IT FL11651 9 R3 Metal Roof Panel Dgoll- signed.nd Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 3 AE FL11651 9 R3 249julfLok 16 IS - 37PIvivood NonHVHZ-sIgngdDdf Created by Independent Third Party: Yes 1 11651.10 24 Ga. Gulf Seam I Min 24 Ga. Gulf Seam 16' Wide Roof Panel over 1x4 Wood Purlins over 15/32' Plywood Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: +N/Aj-93.5PSF Other. -93.5 psf @ 18' o.c Install per manufacturers details. Not for use in KVHZ Zones. Installation Instructions F] 11651 R3 17 FL116al 10 R3 Metal Roof Panel Detall- siflned.nd Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 3 AE FL11651 Q R3 24GulfSeam 16 IX4 JS- 32P]Ywmd NonHVHZ-sI,med,Ddf Created by Independent Third Party; Yes 11651.11 Min 24 Ga. Gulf Seam, 13/4" Snap Lock, 18- Wide Roof Panel over 15/32" Plywood Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; +N/At-108.SPSF Other. -69.25 psf @ 24' o.c. dip spacing. -108.5 psf 12' o.c clip spacing. Install per manufacturers details. Not for use In HVHZ Zones. Installation Instructions FL11651 R3 11 EL11651 11 R3 Metal Roof Pangl Detail - signed.pd Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports aII651 R3 AE EL11651 11 R3 24GuIfSeam 19 15- 32PIvyQod NonHVHZ-sianed.Dd Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp Min 26 Ga. SV Crimp Roof Panel over 1 http://www.floridabuilding.orglprlpr�_appjtl.aspx?paranr--wGEVXQwtDqsQFc5KOlo2frrZ... 5/8/2018 Florida Building Code Online Page 4 of 5 L Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 11 FL11 51 12 R3 Metal Roof P�nel Detail - signed.od Approved for use outside HVHZ: Yes Impact Resistant: N/A Vedfled By: Dan Kuhn, P.E. 75519 Design Pressure: +N/Al-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. Fl.11651 R3 AE FL11651 12 R3 265vCrimp is - 32P]Ywood HVHZ-s1nned.pdf For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.13 2FCES�Vcrimp- Min 26 Ga. 5V Crimp over 15/32' Plywood Limits of Use Installation Instructions Approved for use In HVHZt No FL11651 R3 IT FL11651 13 R3 Metal Roof Pand 0914L sloned.pd Approved for use outside HVHZ.- Yes Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn, P.E. 75519 Created by Independent ThTrd Party: Yes Other. -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf Evaluation Reports @ 161 o.c. fastener pattern. Install per manufacturers F1,116,51 R3 AE FL11651 23 R3 765vCrImp 15 32PI"ood NanKVHZ-signed.pd details. Not for use in HVHZ Zones. Created by Independent Third Party; Yes 116S1.14 26 Ga. SV Crimp Min 26 Ga. SV Crimp Roof Panel over 1x4 Wood Purlins over 1 15/32- Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R3 11 EL11651 14 R3 Metal Roof Panel ViltiIji, sioned,yd Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pres ore: +NfAt-156.SPSF Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Other; -10B.S psf @ 12" o.c. fastener spacIng. -156.5 psf Evaluation Reports 0 6" o.c. fastener spacing. Install per manufacturers details. FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 IS - 32PI"ood NonHVHZ-sioned.od For use In HVHZ Zones. Created by Independent Third Party: Yes 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 11 FL11651 15 R3 Metal Roof Panel Detail - sioned.od Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/At-161.OPSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spadng. -121.75 Evaluation Reports psf @ 5 3/16" spacing. -161.0 psf 0 5 3/16' o.c. fastener FL11651 R3 AE FL11651 15 R3 26Gulft-ok 16 IS - 32P[Yood HVHZ-s1qred.odf spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 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 11 FL11651 16 R3 Metal Roof Panel Detail signed.pil Approved for use outside HVHZ. Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/Aj-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. -162 psf @ 5 3/16' fastener FL11651 R3 AE FL11651 16 R3 26GuIfLok 16 IS - 32Plywood NonHVHZ-signedLp_d_f spacing. Install per manufacturers details. Not for use In HVHZ Zones. I Created by Independent Third Party: Yes 11651.17 126 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32- Plywood Limits of Use Installation Instructions Approved for use in HVHZ; No FL11651 R3 11 FL11651 17 R3 Metal Roof Panel DgjaL sianed,od Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/Al-154.7PSF Created by Independent Third Party: Yes Other. -59.25 psf 0 24' o.c. fastener pattern. -154.7S psF Evaluation Reports @ 121 a.c. fastener pattern. Install per manufacturer details. FL11651 R3 AE FL11651 17 R3 26Gi,IfPBR IS - 32PIywood NonHVHZ-sIanedxA1 Not for use in HVHZ Created by Independent Third Party: Yes 11651.18 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR Roof Panel over Ix4 Wood Purfins over 1 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 11 FLIX651 18 R3 Metal Roof Panel Dp� slaned.rid Approved for use outside HVHZt Yes Impact Resistant N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/Al-151.7PSF Created by Independent Third Party: Yes Other: -100.5 psf 0 24' o.c. fastener spacing. -151.75 PSI Evaluation Reports @ 12' fastener spacing. Install per manufacturer's details. FL11651 R3 AE FL11651 18 R3 26GulfPEIR 1X4 15- 32PImood HVHZ-Signed,pdf For use In HVHZ Zones . Created by Independent Third Party; Yes http://Www.floridabuilding.org/Prlp�_app_dtl.aspx?param--wGEVXQwtDqst'er'c5K`/�2fl7rZ... 5/8/2018 Florida Building Code Online Page 5 of 5 11651.19 26 Ga. GulflbBR Min 26 Ga. GulfPBR over 15/32' Plywood Limits of Use Approved for use in HVI-17— Yes Installation Instructions FL11651 R3 11 FL11651 19 R3 metal goof Pangi Dgtp-L sinned.yd Verified By: Dan Kuhn, P.E. 75519 Created by independent Third Party: Yes Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pres�sure: +N/Al-154.7PSF Other. -60.5 psf 0 24" O.C. fastener spacing. -154.75 psf @ 12' o.c. fastener spacing. Install per manufacturer's details. For use in HVHZ Zones. Evaluation Reports FL11651 R3 A9 EL1101 19 R3 26GUIfPBR IS - 32Phrvioo0 HVI-IZ-aiQ020.120—f Created by Independent Third Party: Yes 11651.20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over Ix4 Wood Purllns over 15/32" 1 Plywood Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure; +N/At-151.7PSF Installation Instructions FL11651 R3 II FI-111551 20 R3 Metal Roof Panel DejaL sinned.od Verified By: Dan Kuhn, P.E. 75SI9 Created by Independent Third Party: Yes Other: -94.25 psf @ 24" o.c. fastener spacing. -151.75 psf @ 12" fastener spacing. Install per manufactuner's details. Evaluation Reports FL11651 R AE FL11651 20 R3 26GuIfPBR 1x4 IS - 32plywand NnnHVHZ-Sinned.pd Created by Independent Third Party: Yes Not for use In HVHZ Zones I Go to Page = (b F--1 PEI, 0 0 Pagel/20 0 conted ;: 201 BlaIrStone FMwd.TTIaha, 11 MM I`hooe� 850-411r-1824 ne SUM Of fienda � an AAjocc,ewphor. Comr1ent 200-2011 Stem ofFoAda,;; �ovStaterwhnt;: �slbilfty SnMmnt:: Rehnni Ratenacht under Florida law, em�dl addm� am peek moords. If you do not want your e,moll addreo Wedded In reoponse to a pulbl�heehds mquM do net �end elecomelc met W MN betity. Inuead, ohmad Me offim by phone or by volitional Wil. If We Nw any quettlom, pleate earned 850.487.1395. *Purtuarl: M Section 455.275(l). Rorlda Statetes, effecMa or 1, 2022, peanue; fibereed under Chapter 455, F.S. rhedt anwide Me Deamnorit with an emall addoets If May, heye bee. Tive ft my1ded one, be em! for flfi�ial commerhotion with Me Memea. ifewomr oreall addwb� am pubHC record. It Wu do hot wM M sopply a personaladdhez. pJaMepmAde Me Departhent with aeoreefla,dounwhicin on be weideavalUblitto the public, To determine If Wu am a licennee under Vetpear 455, F.S., pleme C& he. Prdduft Apprthral A ft: �� RE Mvq M Crecl'it Card Safe http://www.floridabuilding.org/Prlpr�_appjtl.aspx?param=wGEVXQwtDqsQFc5K�/�2ffrZ... 5/8/2018 ASSEMBLY A ni ) #10.12XI-TYPE A PANCAK SPACING: SEE UPLIFT TABLE ASSEMBLY B 6" DIAMETER 13EAD OF TITEBOND #10-12 X 1 0 TYPE A PANCAK PACING: SEE UPLIFT TABLE ASSEMBLY C W/CLIP Gulfl-ok' CUP 24 (1) #10-12 X I - TYPE A PANCAK SPACING: SEE UPLIFT TABI F No. 75519 STATE OF k\.". OR I z Nz� 5 Ir Nw WR\IA. Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. GulfLokT" 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.16 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(l)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. "'W111181" 14429 SW 2nd Place, Suite G30 %0 tiNFEL S Newberry, FL 32669 Z*: No. 7551.9 Engineer Evaluator: Dan Kuhn, P.E. #75519 .1". STATE OF Z Florida Evaluation ANE ID: 10743 0- W� A, jq * . ....... '�'110'/OAIAL 0 '1% Valiclator: r's ....... $016/05/2017 Locke Bowden, RE. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages I — 5 �Mq XIr Nzv��W"\ rj Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTm, %" Nalistrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15A2" 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: 16" Coverage Maximum Female Rib: 7A" Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel CJip: Panel Fastener; Substrate Description: Design Uplift Pressures: 24 Ga. Zinc Aluminum Coated Steel, 24- Long. Used at CornerZones only, where required design pressures exceed -121.75 psf. Through Panel Slot: (1) #10-1 2xl " Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimum Ish2" 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. Table "A" Maximum Design Pressures r- WARIN -V ?As��mklgjA %Me Ma)dmum Design Pressures -63.5 psf -121.75 psf -161 psf Sealant No Yes No j'F 7an W �.' ff� MOIR" W -Design Pressure includes a Safety Factor = 2.0. Gull 2"okwi'�� t SUPPLY & MANUFACTURING L9 Code Compliance; The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance Wth 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: UL 580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-12 - 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. 117-0301 T-1 OA-C, Dated 07/26/2013 2: TAS 125 Architectural Testing, Inc. (FBC Organization # TST-1 527) Report No. B9000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, RE. (FL# 75519) @ Kuhn Engineering, U-C (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 590-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 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 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. installation: Install per Manufacturer's recommended details. Underlayment Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not pan of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. G ull ' 'CWoau�s t SUPPLY & MANUFACTURING ",na: N; Ez. -1 14 'j" 0 I 'A 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 vrind 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. 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. .'!Z� ENGINEER LOAD TABLE: 26 Ga. GuIfLokTr4 16" %ride Roof Panel over 15132" Plywood ngsl aViqg._o!Rqq " pop S' �12D�V� e S-- ��Risk"c&e 11, do dd fldlhq;',�5 6d Fldiidd�BA�jh 6de 2017 4`4,HN15 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" 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 �AgWYAI _ASSEMBIY'�Yj '.a�EMBIYA- BNA" WASSe S BLYTNI =P�A w r" C ZONE 2 (11)#10-1120" COX PLYWOOD ASSEMBLY A ASSEMBLYA ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B 65f 'u, LD9 --j_, 1 37 1.) PANEL DESCRIPTION: GUUFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT: (1) #10-12X1 " PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 5WO.C. ASSEMBLY A, -121.75 PSF AT SW O.C. WITH SEALANT ASSEMBLY B, -161 PSF AT 5%- D.C. WITH CLIP A55EMBLY C. PRESSURE BASED ON UL 580/LIL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.) PLYWOOD DECKING: MIN. Is/m" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2017 S.) LOAD TABLE BASED ON MIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. �.IZONE 2 ""' ZMGNE3 " --------------------- �RIDGE -- -------- - ZONE I N --- — --------------- ZONE 2 GABLEROOF ----------------- -RIDGE L----------- 1 ZONE I --------------------- 4 FLY 11651.16 R3 -OCTOBERS. 2017 D 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 --Za less than either 4% of the minimum width of the building or 3 feet ASSEMBLY A 16'COVSFAGE (1)#W2XI TYPE A PANCAKE--,/ SPACING: S�E UPUFrTABLE ASSEMBLY 8 114'-5116'DIAMErER BEAD OFTMEBOND SEALANT =:�a (1) #10.12X I-TYPEAPANCAKE SPACING: SEEUPUFTTABUE --4a. ASSEMBLYCWICUP _<EE=Guftlok- CUP 24 Gk 1)#1O-12X I'TYPEA PANCAKE-----/ SPACING: SEE UPLIFT TABLE