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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFING,l'-1V11 i a Luuuau�'j vvuv vu+++-.�. Y ..:. .-, . Profession* Regulation. A Inn or .,... .. RCIS Home t tog In i'User Registration Hot TOplcs Submit Surcha e S '& F till" ons ! FBC Staff (. Bb Si a Map 1 Links (' Search °a Product A royal ( USER: Public User FIL � Ilz Product Approval Men - > Product'orAVow I f n Search >'Aoolication LIsY> Application --tall :FL .#' FL14645-R3 Application Type Revislod Code Version 2017 Application Status Approved �� Comments Archived C Lam% Product Manufacturer Metal Sales Manufacturing Corporation Address'Phone%Email 545 South3rd Street; Suite200 N Louisville, KY 40202 (502) 855-4300' dstermer@metalsales. us:com Authorized Signature David Stermer ` dstermer@met6isales.us:com Technical Representative §f: Wdt WUN IL ING 01 ®N Address/Phone/Email REVff Y b 'F0Ft C0MPLIANC Quality Assurance Representative M Address/Phone/Email OLAN fk MUST BE KE 0 7 B Mft ®k N®1N-SPECTON(S) W L MADE Category Roofing Subcategory. Metal Roofing Compliance Method Evaluation Report from a -Florida Registered Architect;ora Licensed Florida Professional Engineer I Evaluation Report-Haracopy Received Florida Engineer or Architect.Name who developed Ba)a 8ockalingam. the Evaluation Report" Florida License PE-62240 Quality AssuranceEntity Keystone Certifications; Inc. , Quality Assurance Contract Expiration Date 12/27/2026 Valiciated, By Yoosef Lavi; P.E. G Validation Checklist - Hardcopy Received Certiflcate.ofIndependence ,FL14645 R3 COI CertifcateIndeoendence odf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL:1897 UL 580 Equivalence of Product Standards Certified By Sections, from: the Code Year, 2012 2003 2012. 2006 s://www.floridabuilding.org/pr%pr_app_dtl.aspx?param=wGEVXQ.,,v D;gsw8ZVNf6 A.. 1/12/2018 Product Approval Method Method 1 option D Date Submitted 09/09/2017 DateValidated 09/14'/2017 Date'Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary, of Products . FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 2i.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck.. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design. Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" O.C. and 86.0 'psf at fastener spacing of 12" o.c. i4645.2 i 5V-Crimp Limits of Use Approved for use in.HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c., 131.3 psf at fastener spacing of 18" ox: and 149.6 psf at fastener spacing of 12" O.C. 14645.3 1 SV-Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Other: Uplift load of 41.6 psf at fastener spacing of 36" ox., 74.8 psf at fastener spacing of 16 o.c. and 196.75 psf at fastener spacing of 8" o.c. 14645.4 1 5V-Crimp installation Instructions Fl 14645 R3 rr EvaluationReportC2182 1 ndf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports , FL14645 R3 AE EvaluationReportC2182 1.1)df Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-172.5 Other: Uplift Ioad.of30.0 psf at fastener spacing of 36" O.C. and 172.5 psf at fastener spacing of 6" o.c. 14645.5 Min. 26 ga., 24 wide through fastened roof panel over min. 19/32" thick. plywood deck with fasteners through panel flat. Installation Instructions FL14645 R3 ' II EvaluationReoortC2162 2.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 2.odf Created by Independent Third Party: Yes Min. 26 ga:, 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Installation Instructions FL14645 R3 II EvaluationReportC2182 3 0f Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Eva luationReoortC2152 3odf Created by Independent TWO Party: Yes Min. 26 ga.,, 24" wide -through fastened roof panel over min.. 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Installation Instructions F1 14645 R3 II EvaluationReportC2182 4.odf Verified By- Bala Sockalingam PE 62240. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Aluminum Classic Rib Nom. 0.0327 thick, 36" wide, aluminum through fastened roof panel over min. 15/32"thick plywood deck or 7/16" thick OSB. Limits of Use Approved for use in HVHZ: No j Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 . Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and 120 psf at fastener spacing of'6" o.c. 14645.6 I Aluminum Vertical Seam Limits of. Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05' Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0 psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of'12" o.c. with sidelap adhesive. Installation Instructions F1 14645 R3 II ❑valuat:nnRe6ortC2iR2 5.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 5.adf Created by Independent Third Party: Yes Nom. 0.032" thick, 16" wide, aluminum standing. seam roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Installation Instructions, FLIA645 R3 II EvaluationReportC2182 6.odf Verified By: Bala Sockalingam PE 62240 Created by IndependentThird Party:'Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 6.odf Created by Independent Third Party: Yes I ht ps://www.floridabuilding.org/pr/pr_appe8A... 1/12/2018 _dtl.aspx?param=wGEVXQwtDgsw8ZVNf I' lull"" J_RJ 411u 5�----- 14646.7 1 Aluminum Vertical Seam Limits of Use Approved for use in HVHZ: No Approved for use outside'HVHZ: Yes' Impact Resistant: N/A Design Pressure: +N/A/-162.0 other: Uplift load of 41.6 psf at clip spacing of36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0. psf atclip soacinq of 12" o.c. with support strap. 14645.8 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use.outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load -of 41.5 psf at fastener spacing of 48" O.C. and 91. psf, at fastener spacing of 6" o.c. 14645.9 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., 92.3 psf at fastener spacing of 24" ox. and 133.9 psf ar factpnpr snacino of 18" o.c. Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions FL14645 R3 Ii EvaluatlonReportC21.0 7 pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3' AE EvaluationReoortC2182 7.Ddf Created by Independent Third Party:,. Yes Min. 29 ga:, 36" wide through fastened roof panel over min. 1S/32" thick plywood deck.` Installation Instructions FL14645 R3 I1-EvaluationRegortC2182 8.odf Verified By: Bala Sockalingam PE 62240 Created by IndependentThird• Party: Yes Evaluation Reports _ ^ Created by Independent i nira carry: res Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions F1.14645 R3 II EvaluationReportQ182 9.0f Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 9.odf Created by Independent Third Party: Yes 14645.10 Classic Rib Min. 29 ga., 36" wide. through fastened roof panel over min. 7/16"thick OSB deck Limits of Use Installation Instructions FL14645 R3 II- EvaluationReportC2182 10.adf Approvedfor use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure, +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" ox. Evaluation Reports F1.14645 R3 AE EvaluatlonReportC2182 io.Ddf and i35 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions FL14645 R3 II Eva luationReportC 182 11.0f Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala -Sockalingam PE 62240 impact Resistant: N/A Created -by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. Evaluation Reports FL14645 R3 AE Eva luationlleportC2182 I Ddf and 138.5 psf at fastener spacing of 12" ox Created by Independent Third Party: Yes 14645.12 I Image II Limits of Use Approved,for use in HVHZ: No Approved,for use outside HVHZ: Yes Impact Resistant: N/A, Design Pressure: +N/A/-86.55 other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., 63.5 psFat fastener spacing of 6" o.c. and 86.55 psf at r fastenespacing of 6" o.c. with sidelap adhesive. 14645.13 1 PBR-Panel or P Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" O.C. and 131.0 psf atfastener spacing of 6=' o:c. Min. 26 ga., 16" widerconcealed fastened roof panel over min. 15/32 thick plywood deck.or7/16" thick OSB. Installation Instructions FL14645 R3 II EyaluationRep6rtC2182 12 pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluatlonRenortC2182 12 pdf Created by Ind ependent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32 thickplywood deck. Installation Instructions FL14645 R3 II EvaluationReoortC2182 13.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvgluationReportC2182 13.odf Created by Independent Third Party: Yes Min. 29 ga.,'36"wide through fastened roof panel over min. 14645:14 Pro -Panel II .15/32" thick plywood deck. i https://www.floridabuilding.org/pr/pr_app jt1.aspx?param=wGEVXQWtDqsW8ZVNfe8A... 1/12/2018 Florida Building Code Online I Limits of Use Approved for use in HVHZ: No Approved for .use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. and 71.5 psf atfast-PnPl soacino of 12",o.c. - Page 4 of 4 Installation Instructions FL14645 R3 II• EvaluationReportC2182 14.pdf Verified By: Bala Sockalingam PE 6224U Created, by Independent Third Party: Yes Evaluation -Reports FL14645 R3 AE EvaluationReportC2182 14.odf Created by Independent Third Party: Yes Sack, Next, Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399-Phone: 850=487-1 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 arepublic records. If you do not wmht your a -mail address released in response to 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 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes,. effective October 1, 2012; licenseeshcensed under Chapter 455, F.S. must provide the Department with an, email address if they have one. The emails provided may be used for.oMdal communication with the licensee. However email addresses are public record. If you do not wish to, email address which"ran be made available to the public. To determineIf you are a licensee under supply a personal address, please provide the Department with an Chapier455, F.S., please dick here Product Approval Accepts: ® ® ®. Credite Safe 'securttyh; k'Cit:I Ca. h#s://vmw.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 i