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HomeMy WebLinkAboutPRODUCT APPROVAL'Florida Building Code Online Page 1 of 5 Proftkssiofial Rd.uit BCIS Home I Log In I User Registration Hot Topic I Submit Surcharge I stab&. Fads I Publications I Contad Us I BCIS Site Map I ❑nks I Search I Upra A '`l "�' Product FILE COPY r .� Y�, USER: Public User /�-1 JII�`/y/�/j�� Proeud Approval Menu > Produa or AoollCation Search> AoollcLlon U > Application D.UMF�t e,: ` t T I L �/3 FL # FL31651-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 Technical Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 info@gulfcoastsupply.com Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352) 498-0778 david.eng@gulfcoastsupply.com SCANNED BY St. Lucie County Category Roofing 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. O Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R3 COI Cart of Independence 2017-10-09.pdf Referenced Standard and Year (of Standard) Standard FM 4471 TAS 100 TAS 110 TAS 125 UL 1897 UL 580 Year 1992 1995 2000 2003 2012 2006 https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDgsQFc5K%2fI'rZeCS... 3/18/2019 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 Method 1 Option D 10/10/2017 10/12/2017 10/17/2017 12/12/2017 0 a Page 1/ 2 4 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 11 FL11651 1 R3 Metal Roof Panel Detail sioned.ridf Approved for use outside HVHZ: Yes 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 0325vCrimo 15- 32Plvwood NonHVHZ-signed odf 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 1 FL11651 2 R3 Metal Roof Panel Detail signed.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Parry: 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 032GUIfLok 16 32Plvwood NonHVHZ-sianed.odf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.3 1" 24ga. Gulf Snap 1" 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 Detall- sionetl odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/--131.0PS Created by Independent Third Parry: 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 24GuIf5nao 17 IS- 32Plvwood HVHZ-sioned.odf HVHZ Zones. 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 siuned.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-138.5PSF Created by Independent Third Party: Yes Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use in FL11651 R3 AE FLI 1651 4 R3 24Versal.oc SR 16.5 15- 32Plvwood HVHZ-sinned.odf HVHZ Zones. Created by Independent Third Parry: 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 - sianed.odf Approved for use outside HVHZ: Yes 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 SR 16 15-32Plvwood HVHZ-sianed.odf HVHZ Zones. Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fl7rZeCS... 3/18/2019 rlonda 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 signed odf Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install per manufacturers detals. For use in HVHZ Zones. Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Parry: Yes Evaluation Reports FL11651 R3 AE FL11651 6 R3 1.5 24GLIlfSnay 16 15- 32Pivwood HVHZ-s gned odf 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 Approved for use outside HVHZ: Yes FL11651 R3 It FL11651 7 R3 Metal Roof Panel Detail - signed odf Impact Resistant: N/A Design Pressure: +N/A/-123.5PSF Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 IS- 32Pivwood HVHZ-signed odf Created by Independent Third Party: Yes 11651.8 2" 249a. MegaLoc Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail - signed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes Evaluation Reports o.c. clip spacing. Install per manufacturers details. Not for FL11651 R3 BE FL11651 8 R3 24VersaLoc 18 15- 32Pivwood NonHVHZ-s oned odf use in HVHZ Zones. Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok Min 24 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 - signed. oilf Approved for use outside HVHZ: Yes 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" fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install FL11651 R3 AE FL11651 9 R3 24G IfL k 16 IS - 32Pivw0od NanHVHZ-signed odf per manufacturers details. Not for use in HVHZ Zones. I Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam Min 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 R3 11 FL11651 10 R3 Metal Roof Panel Detail - sioned.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-93.SPSF 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 Sx4 15- 32Plvwood NanHVHZ-slaned.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 - sinned.odf Approved for use outside HVHZ: Yes 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 IS - 32Pivwood NonHVHZ-signed odf use in HVHZ Zones. Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 IT FL11651 12 R3 Metal Roof Panel Detail - signed.odf Approved for use outside HVHZ: Yes 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 use in HVHZ Zones. FL11651 R3 AE FL116S1 12 R3 265vCrlmo 15- https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgsQFc5 Ke/`2frrZeC S... 3/ 18/2019 Florida Building Code Online Page 4 of 5 32Plvwood HVHZ-signed.odf Created by Independent Third Party: Yes 11651.13 26 Ga. SV 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 Deta'1- signed gdf Approved for use outside HVHZ: Yes 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 265vCrlmo IS - 32Plvwood NonHVHZ-signed odf Not for use In HVHZ Zones. Created by Independent Third Party: Yes 11651.14 26 Ga. 5V 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 - sinned,rdf Approved for use outside HVHZ: Yes 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 265vCrimo Ix4 15- 32Plvwood Non HVHZ-signed.odf use in HVHZ Zones. 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 11 FL11651 15 R3 Metal Roof Panel Detail - signed.odf Approved for use outside HVHZ: Yes 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 IS - 32Plvwood HVHZ-sioned.odf spacing. Install per manufacturers details. For use in HVHZ Zones. I 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 11 FL11651 16 R3 Metal Roof Panel Detall- sioned.odf Approved for use outside HVHZ: Yes 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 AE FL11651 16 R3 26 ok 16 15- 32Plvwood NonHVHZ-signed.odf spacing. Install per manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.17 26 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 De a'I signed.odF Approved for use outside HVHZ: Yes 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 IS - 32Plvwood NonHVHZ-signed.odf Not for use inHVHZ Created by Independent Third Party: Yes 11651.18 26 Ga. GuifPBR Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 18 R3 Metal Roof Panel DeLaL signed.odf Approved for use outside HVHZ: Yes 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 F 51 18 R3 26GUIfPBR 32Pivwood HVHZ-signed.odf For use In HVHZ Zones Created by Independent Third Party: Yes 11651.19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11651 R3 IT FL11651 19 R3 Metal Roof Panel DeLOL sioned.odf Approved for use outside HVHZ: Yes 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://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5KOlo2frrZeCS... 3/18/2019 Florida Building Code Online Page 5 of 5 12" o.c. fastener spacing. Install per manufacturer's details. 32PIvwo d HVHZ-s' ned odf For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.20 26 Ga. GuIfPBR 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 IT FL11651 20 R3 Metal Roof Panel Detail - signed odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 24" o.c. fastener spacing.-151.75 psf Created by Independent Third Party: Yes Evaluation Reports @ 12" fastener spacing. Install per manufacturer's details. Not for use in HVHZ Zones FL11651 R3 AE FL11651 20 R3 26G IfPBR 1 4 IS - 32Plvwood NonHVHZ-signed odf Created by Independent Third Party: Yes Go to Page = I a O Page 1 / 240 al Contact US !: 2601 Blair Stone Road. Tallahassee r- 32399 Phone: 850487-1824 The State of Florida Is an WEEO employer, Coovriaht 2007-2013 State of Florida.:: Pdvacv Statement :: Accesslblllw Statement t Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public-reeards request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. -Pursuant to Sectsm 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 emalls provided may be used for official mmmunlcatlon 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 hg1i. Product Approval Accepts: n ® 91 SCCLIr1i�'AihTliICY https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCS... 3/18/2019 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. GulfRibTm Roof Panel over 15132" Plywood Florida Product Approval #11651.22 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 SCANNED BY St. Lucie County % JEL S. 1w,00 \%CENSF ?ij,�: No, 7SS1.9 i • STATE OF Q FSi �ORIDP '��4.Z ','S,ONAi SNCiO/OS/2Di7 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15xl.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum'sha" 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" OMaximum TotalpUpliftIDeslgn r'essure !P251psf g' T59>25�sf# Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" Fastener Pattern Spa Design Pressure includes a Safety Factor = 2.0. 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 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: • 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. 117-0062T-07A, B, Dated 02/19/2007 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 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(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. 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 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: 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. 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_���_" ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Bwldingsha vmg"a RoofMean Heights 20 "0 R ofr5lope 2�1_2' 1a27T2Gabl' e o Hip Rooi; Wind Sp ds 120- 180%posu mphEre+C.Rlsk Category§II Enclosed Bullding'basedjon F,lontla Bwldmg Code 2017. T 120 130 140 150 160 170 180 WIIND FASTENER (MIN. SUBSTRATE don) Penetration) (MIN. N. 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 a'#915z1.5 Plywood 24",TYPE 1 24",F/P,E 1 24", TYPE 1 24', TYPE 1 24", TYPE 1 24", TYPE 1 24�, TYPE 1 s x 1 +:_ ZONE 2 #945%1.5" Plywood 24", TYPE 1 24", TYPE 1 24'. TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24', TYPE 2 ZONE"s3 #9-15%1:5" ' Pi 24', TYPE 1 24', TYPE 1 24", TYPE 1 12', TYPE 2 12", TYPE 2 12", TYPE 2 12", TYPE 2 u 4,u'Xak3`s 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF ® 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF Q 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 1%2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE ZONE 31)1 ,J ------------------ RIDGE I I ZONE 2 GABLE ROOF ---------------- i ZONE FL# 11651.22 R3 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 =:3a 1G + a Sealt,a wSir .r©24. O.GM . TYPE 2 FASTENER PATTERN 0815 z 1.1/2' w/Sealer Washer @ T2 C.C. Ma>t. Florida Building Code Online z Page 1 of 2 F � • r � _a f fie Bab Home I Lag Io I User Registration I Hot Topics I Submit surcharge I Stars a Fa&S PublIcations I contact us I BOS site Map I Unks i Seanb Ro da --dbpr 'fM1 USER: Public Us r al FILE COPS' Mmum Pmdud Approval Menv> Product or Application search > Application Lin > Application Detail FL # FL16048- ,,//�� f�%�/ D D�(� 7 ZD Application Type Revision E1C.it.t�( c5TR. V— Code Version 2017 Application Status Approved ST. LUCIE COUNTY BUILDING D � SI,pry� / REVIEWED FOR COMMIANCE Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILTTYOFTHE CONTRACTOR ORRECRRD Authorized Signature PLAN ND . RMI UST BE KEPT SITE OR NO INSPECTION(S) WILL Tri-Built Materials Group, LLC PO Box 70 Rutherford, NI 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.miz@tribuiltmg.com Technical Representative David Ruiz THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 250 Route 17 North ESUBJECTTO ANY CORRECTIONS East Rutherford, N] OUIRED BY FIELD INSPECTORS THAT david.miz@tribuiltmat ESSARY IN ORDER TO Co P TTH ALL APPLICABLE CODES. Quality Assurance Representative Address/Phone/Email SCANNED BY Category Roofing St. Lucie County Subcategory Underlaymentr Compliance Method Florida Engineer al -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 Sections from the Code Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC l 07/18/2020 John W. Knezevich, PE ® Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI N'eminen odf Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wrwip... 3/18/2019 Florida Building Code Online 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 # I 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 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.Ddf Impact Resistant: N/A Verified By: Robert Nieminen 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 the 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 odf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. contact us :: 2601 Blair Stone Roed. Tallahassee 11 32399 Phone: $50-487-1824 The state of Florida Is an WEEO employer. Cowriaht 20074013 State of Florida.:: Privacy Statement :: Accessibllity Statement :: Refund Statement Under Flmlda law, email addresses are public records. If you do not want your a -mail address released in response ta a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4B7.1395. *Pursuant to Section 455.275 (1). Florida Statutes, effective October 1, 2012, 11censees licensed under Chapter 455, F.S. must provide Me Department with an email atl@es if they have one. Tim 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 detemelne if you are a licensee under chapter 455, F.S., please click jh g-. Product �va App�roorval Accepts: WE L_. `FK M Credit Card Safe https:Hfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wrwip... 3/18/2019