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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF4/17/2018 Building Code Online 1 1, Business & Protessional Regulation 13CIS Home I Log In I User Registration I Hot Topics dFlodda 5 RAO, Product Approval b Pr a USER: Public User st D. Product Approval Menu > Product or Ap _IS p I Atloq SSArr ,h_ > P OFFICE OF THE FL # S8CPETARY Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email, Quality Assurance Representative Address/Phone/Email . . . Category Subcategory Compliance Meihod Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Unkr I Search 191 lication Ll > Application Detail .FL11651-R3 RECEIVED Revision 2017 Approved P =' APR 2.4,2018 P I ST, Lucie County, Permating 0 Flor ida Engineer or Architect Name who I developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By i -:11 1. 1 ' Certificate of Independence I Referenced Standard and Year(of Gulf Coast,Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe beach, FL 32648 (352) 498-0778 info@gulfcoastsup FILE: Eng David info@gulfcoastsupply�com David Eng 14429 SW 2nd Pl Ste G30 Newberry, FL 326 - 69 (352) 498-0778 info@gulfcoastsupply.com David Eng 14429 SW 2nd Pi Ste G30 - Newberry, FL 32669 (352) 498-0778 david.eng@gulfcoastsupply.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Re -port --Hardcopy Received Daniel S. Kuhn PE-75519 Keystone Certifications, Ihc. 04/12/2024 Locke Bowden RE. Validation Checklist - Hardcop'y,Rec'ei%i6d FLi1651 R3 '�OI' Cert of Inde endence 200-10-09.pdf .Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2�003 UL 1897 ;W12 hftps://floridabuilding.org/pr/p� :. .. 1/5 4/17/2018 Florida Building Code On'�7- UL 580 2006 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 LLJ 0 Method I Option D 10/10/2017 10/12/2017 10/17/2017 12/12/2017 Page 1/ 2 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 Limlts�of Use- -1�. Appro"'Ved fiW*'die W' 'App oved for-All"Ootf,is ide H HZ: Yes Installation Instructions FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail- si nedpAf —9 Impact Resistant: N/A Verified By: Dan Kuhn, RE. 75519 Design Pressure: +N/A/-108.SPSF 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- 32PIl wood NonHVHZ-a[gned.pj_f Created by Independent Third Party: �Yes 11651.2 0.032" Al�minum 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 FL1f651 R3 11 FL11651 2 R3 Metal Roof Panel Detail - _!Kigned.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, RE. 75519 Design Pressure: +N/Aj-116.0PSF 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 IS - 32PIl wood NonHVHZ-si ned.pff details. Not for use in HVHZ Zones. i 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 FL116S1 3 R3 Metal Roof Panel Detail - i 1KIgnedpdf Approved for use outside HVHZ: Yes impact Resistant: N/A Verified By: Dan Kuhn, RE. 75519 Design Pressure: +N/A/--131.0 " PS 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 HVHZ FL11651 R3 AE FL11651 3 R3 1 24GulfSnap 17 IS - 32PI wood HVHZ-signed.pff Zones. i Created by Independent Third Party: Yes 11651.4 1" 24ga. Versal-oc 1" Versal-oc 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 - Kigned.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, RE. 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 HVHZ . FL11651 R3 AE' FL1!1651 4 R3 24VersaLoc SR 16.5 15- 32PIl wood HVHZ-signed.pd Zones. Created by Independent Third Party: Yes 11651.5 1" VersaLoc.032"'Alumi,n.um 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 ailgnedpff impact Resistant: N/A Verified By: Dan Kuhn, RE. 75519 https://floridabuilding.org/pr/p�_appjtl.aspx?param--wGEVXQwtDqsQFc5K�/`2frrZeCSHgw99R5wgrfpOEeqvkzBZ4cWkSTfwnA�/`3d`/�3d 2/5 4/17/2018 Design Pressure: +N/A/-�1A)oPSF Other: -63.3 psf @ 24" o.c. clip spacing. -10 clip spacing. Install per manufacturers details. Zones. 11651.6 1.5" 24ga. Gulf Snal I P, Florida Building Code Online Created by Indepunuent Third Party: Yes PE s� 6" o.ci Evaluation Reports )r L in HVH FL11651 R3 AE-FL1 651 5 R3 lin 032VersaLo SR 16 15-32Plywood HVHZ-signed.p f Created by Independent Third PartV: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/7116,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 I . 11651.7 11. 5" 24ga. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 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 etails. For use in HVHZ Zones. 1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail- 5igned.pdf Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party:.Yes Evaluation Reports FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnal? 16 IS- 32Plywood HVHZ-sianed.p�dff Created by Independent Third Party: Yes 1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail- signed.pdf Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Paity: Yes Evaluation Reports . FL11651 R3 AE FL11651 7 R3 1.5 24Versal-oc 16 15- 3201 wood HVHZ-siqned.pdf Created by Independent Third Party: Yes 11651.8 2" 24ga. MegaLd I c 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 - sicjned.p�df Approved for use outside HVHZ: Yes Impact Resistant: N/A . Verified By: Dan Kuhn, RE. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third r Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing -108.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacture' details. Not for use FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15- 32Plywood NonHVHZ-signed.pff in HVHZ Zones. r Created by Independent Third Party: Yes 11651.9 124 Ga. Gulf Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ:' Impact Resistant: N/A Design Pressure: +N/A/-96.7PSF Other: -81.75 psf @ 10-1/4" o.c. fa! @ 5-1/8" o.c. fastener spacing. -121. spacing. -161 psf @ 5-1/8" fastener manufacturers details. Not for use in 11651.10 124 Ga. Gulf ier spacing. -96.76 psf psf @ 5-1/8" fastener zing. Install per HZ Zones. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Y es Impact Resistant: N/A Design Pressure: +N/A/-93.5PSF Other: -93.5 psf @ 18" o.c. Install per manufacturer's details. Not for use in HVHZ Zones. i Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail- signed.pdf Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports FL116SI R3 AE FL11651 9 R3 24GulfLok 16 15- 32PIvwood NonHVHZ-signed.qdf Created by Independent Third Party: Yes Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 11 FL11651 10 R3 Metal Roof Panel Detail- �Klgned.p f Verified By: Dan Ku,hn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports-, FL116S1 R3 AE FL11'651 10 R3 24GulfSeam 16 1x4 15- 32PI wood NonHVHZ-s! ned.pd . ' 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 IT FL11651 11 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes .5igned.pdf Impact Resistant: N/A i I Verified By: Dan Kuhn, RE. 75519 Design Pressure: +N/A/-108.5PS,F 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 use FL116S1 R3 AE FL11651 11 R3 24GulfSeam 18 15- in HVHZ Zones. 32Plywood NonHVHZ-si ned.pAf Created by Independent Third Party: Y es 3/5 4/17/2018 I Florida Building Code On',;-- 11651.12 j26,Ga..5VCrimp Min 26 (-,� -,,' Crimp 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/-156.5PSF Other:,-108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail- lKigned. pAf Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 12 R3 265vCrimp 15- 32PI wood HVHZ-signed.pd Created by Independent Third Party: Yes 111651.13 126 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Approved for use hi HVI4Z: No Approved for use outside 1-14HZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ 16" o.c. fastener pattem. Installi per manufacturers details. Not for use in HVHZ Zones. 11651.14 126 Ga. 5V Crimp Limits of Use Approved for use in HVHZ: NJ Approved for use outside HVHZ: Yes Impact Resistant:.N/A -, I Design Pressure: +N/A/-156-.SPSF other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. 11651.15 126 Ga. Gulf Lok Limits of Use. Approved for use in HVHZ:'Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161.OPSF other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 psf @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. 11651.16 126 Ga. Gulf Lok Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes' impact Resistant: N/A Design Pressure: +N/A/-63.SPSF Other: -i53.5 psf Cdi 5 3/16" o.c. fastener spacing. -121.75 psf @ 5 3/16" fastener spacing. -161 psf 6 5 3/16" fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. 11651.17 126 Ga. GulfPBR Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -59.25 psf @ 24" o.c. fastener pattern. -154.75 psf @ 12" o.c. fastener pattern. In�tall per manufacturer details. Not for use in HVHZ 11651.18 126 Ga. GulfPBR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -100.5 psf @ 24" o.c. fastener spacing. -151.75 psf @ 12" fastener spacin6. Install pb� manufacturer's details. For use in HVHZ Zones Installation Instructions ' ' FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail- -s! 9 n e d od f Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 13 R3 265vCrimp 15- 32PI wood NonHVHZ�siqned.pdf Created by Independent Third Party: Yes Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation instructions FL11651 R3 II FL11651 14 113-Metal Roof Panel Detail- ajigned.pfff Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 IS- 32PIvwood NonHVHZ-signed.p f ff Created by Independent Third Party: Yes Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 IS R3 Metal Roof Panel Detail- si ned.odf Verified BV:,Dan Kuhn, RE. 75519, Created by Independent Third Party: Yes Evaluation Reports FL116S1 R3 AE FL11651 15 R3 26Gu]fLok 16 IS- 32PIl wood HVHZ-signed.pd Created by Independent Third Party: Yes Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651'-R3 11 FL11651 16 R3 Metal Roof Panel Detail- sioned.pdf Verified By: Da6'Kuhn, RE. 75519 Created by Independent Third Paity: Yes Evaluation Reports FL11651 R3 AE FL11651 16 R3 26GulfLok 16 15- 32PIvwood NonHVHZ-�L1gned.pAf Created by Independent Third Party: Yes Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail- Ligned'.Ddf Verified By: Dan Kuhn, RE. 7551§` Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 17 R3 26GulfPBR 15- 32PIvwood NonHVHZ-si ned.p f Created by Independent Third Party: Yes Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 II FL116S1 18 R3 Metal Roof Panel Detail- �Ligned.pdf Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 IS R3 26GulfPBR 1x4 15- https:llfloddabuilding.org/prlp�_app_.Otl.aspx.?param--wGEVXQwtDqsQFG5K��/�2frrZeCSHgw99R5wgrfQOEeqvkzBZ4cWkSTfwnA�/�3d�/�3d 4/5 4/17/2018 Florida Building Code Online 32PI wood HVHZ��i9jjegd.p_df_ 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 - signed.pdf 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 12" o.c. fastener spacing. Install per manufaciurer's details. FL11651 R3 AE FL11651 19 R3 26GulfPBR 15- For use in HVHZ Zones. 32PI wood HVHZ-si ned.pd_f Created by Independent Third Party: Yes 11651.20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over lx4 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 - signed.p f !L 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: -94.25 psf @ 24" o.c. fastener spad g. -151.75 psf @ 12" fastener spacing. Install per manufacturer's details. Not for Evaluation Reports FL11651 R3 AE FL116Sl 20 R3 26GulfPBR lx4 15- 32PI ood NonHVHZ-si- ned.piff use in HVHZ Zones I Created by Independent Third Party: Yes Go to Page = 0 F. a 7ck P_e . �t Contact Us :: The State of Florida is an AA/EEO employer. Lo 0 0 Pagel/ 20 0 Phone: 850-487-1824 Edyacy emenj :: Accessibili Statement :: Refund Statemen 2taL_ 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 p6one or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 201?, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifthey 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 6ddress which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: RM-0 KEE Credit Card Safe hftps:llfloridabuilding.org/prlpr�_appjtl.aspx?param--wGEVXQv�tDqsQFc5K`/`2fFrZeCSHgw99R5wgrf9OEeqvkzBZ4cWkSTfwnA`/`3d`/`3d 5/5 G u"' I f Co`a' �t SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. SV Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.13 R3 Florid 'a Building Code 20 ' 17 Oer Rule 61 G20-3 I Method: 1. -D-. C . ategory: Roofing Subca iegory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) I. NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14426 SW 2nd Place, Suite G30 INewberry, FL 32669 %%% tgEL S /rl,, ,Engineer Evaluator: Dan Kuhn, P.E. #75519 Floridla Evaluation ANE ID: 10743 I Valiclator: cke Bowden, PE. #49704 9450 Alysbury Place Montgomery, AL 36117 I Contents: Evalpation Report Pages 1 - 5 FL# 11651.13 R3 & OCTOBER 5, 2017 % V.." "' Xy 0 " % oCEIv 'P Z*: No. 75519 STATE oF J-1j."AIAL 0' 11 1 1 , , , , %, YO/05/20:L7 W14 'MM,001 X00,*�,�WX.... #9-15xl.5" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimu M '5/32" thick, APA R . ated 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 wt Florida Building Code 2017. Table "A MaximLim.Total Uplift.be�ign Pre�ssure 94.25 psf 131.0 psf Fastener' Pattern 12"-12" 9.5'-2"-9.5" Fastener� Pattern Spacing 16" O.C. 16" O.C. Design Pressure includes a Safety Factor 2.0. Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 201.7,, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panelflat 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 201 i Section 1507A.3. Paint'Finish Optional Yield Strength: 80.0 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: Substrate Description: Design Uplift Pressures: FL# 11651.13 R3 9 OCTOBER 5, 2017 zn'r Gulfc&M SUPPLY & MANUFACTURING TM Code Compliance: The product described -herein has demonstrated compliance with the I Florida Buil!g Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirement of the Florida Building Code 2017, as relates to Rule 61G20-3. 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 ' 80-94 / 1897-98 Uplift Test U L�c Fo , e Engineering &Testing, Inc. (FBC Organization # TST-5328) Re�ort No. 11 7-0053T-05 & 117-033 1 T-08 2. Certificate of Independence B� Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (F BC Organization # ANE ID: 10743) Test Standard Equivalence: I I . The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 1 2. T�e UL 1897-98 test standard is equivalent to the UL 1897-12 test Quality Assurance Entity: standard. The manulfacturer has established compliance of roof panel products in I accorclan �e with the Florida Building Code and Rule 61 G20-3.005(3) for I manufacturing under a quality assurance program audited by an approved quality i assurancp entity. Minimum Slope Range: I Minimum Slope shall comply with Florida Building Code 2017, including Section 507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install pier Manufacturer's recommended details. '!mply Underlayment: Shall co with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: I Fire classification is not part of this acceptance. Shear Diaphragm: Shear piaphragm values are outside the scope of this report. FL# 11651.13 R3 9 OCTOBER 5, 2017 TM Design Procedure: FL# 11651.13 R3 * OCTOBER 5, 2017 SUPPLY & MANUFACTURING For,roofs within the parameters listed on the load table, fastening pattern must at al, minimum meet those. listed for the applicable wind zone. For all roofs outside the parameters listed, on.t,he 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 desig n. The maximum fastener spacing. listed herein shall not be exceeded. This e4uaiion 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. N2WIX01 — a AO 4 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" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category 11, Enclosed Buildin ig, based on Florida Building Code 2017. 120 1130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration) (MIN. 15/32") ON CENTER O� CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING S�PACING SPACING SPACING SPACING SPACING SPACING ZONE1 #9-15xl.5" Plywood 16" 1 yrt -1 IF I YPE 1 16"TYPE1 16" TYPE 1 16" TYPE 1 16"TYPE1 16" TYPE 1 ZONE2 #9-15xl.5" Plywood 16" TYPE 1 15--lyrEll 16"TYPE1 16" TYPE 1 16"TYPE1 16"TYPE1 16"TYPE1 ZONE3 #9-15xl.S" Plywood 16-TYPEI 11�-TYPEI 16-TYPE1 16-TYPEI 16- TYPE 1 16- TYPE 2 16- TYPE 2 1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80 24"COVERAGE. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. A" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0 PSF 016" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 15/32" 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. UiV nc //P NE 2 ZONE 3 'F - — — — — — — — — — — — — — — — — - RIDGE ZONE 1 / — — — — — — — — — — �—EAVE ::i�a 2 GABLE ROOF lri� . . . . . . . . . . . . . . . . . . . Lj— RIDGE — -- — — — — — — — — — — 4 ---------------------- 4 ZONE I ---------------------- '—ZONE 3 —EAVE Fl-4 11651.13 R3 9 OCTOBER 5, 2017 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 lessIthan either 4% of the minimum width of the building or 3 feet. I TYPE 1 FASTENER PATTERN (1) #9 15 x 1-1/2" HWH w/Sealing Washer f -1211 At Panel Lap:�'-� TYPE 2 FASTENER PATTERN -15 x 1-1 /2" HWH w/Sealing Washer