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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGr' Fl¢rida Building Code Online Page 1 of 4 Professional Regulation BCIs Home ' Log In { user Registration Hot Topics Submit Surcharge Stats & Facts Publications { FBC Staff' BqS Site Map { Links Search'( i; 'ems Product Approval 4®— usER. Public User RECEIVED Product Approval Menu> Product or Aoollcation Search > Aoolication U > Application Detall FL # FL14645-R3 A U G 2 7 2018 Application Type Revision Code version 2017 ST. LUCle County, Permitting Application Status Approved Comments SCANNED Archived 13 By t� �/ Product Manufacturer Metal Sales Manufacturing Corporation St ��Cie coulatJ Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@ meta lsa les. us. com Authorized Signature David Stermer FILE P (;0 Technical Representative �/ Address/Phone/Email ST. LUCIE COUNTY BU DI DIVISION Quality Assurance Representative REVIEWED FOR COMPLIA C Address/Phone/Email REVIMAN DATE category Roofing PLANPERMIT ST BE KEPT ON JOB Subcategory Metal Roofing SITE OR NO INSPE ON(S) WILL BE MADE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _1 Evaluation Report - Hardcopy Received Florida Engineer or'Architect Name who developed Bala Sockalingam the Evaluation Report Florida License P.E-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yaosef Lavi, P.E. v Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards. Certified By Sections from the Code FL14645R3 COI CertificateIndeoendence odf Standard year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 /www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Method 1 Option D L-7 Date Submitted Date -Validated Date Pending FBC Approval Date Approved Bummary of Products 09/09/2017' 09/14/2017 09/15/2017 12/12/2017 FL* Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions 1 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL14645'R3 II EvaluationReogrtC2182 odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" ox. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 i.odf and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ga.; 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 2.12df 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/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE EvaluationRenoftC2182 2.odf o.c., 131.3 psf at fastener spacing of 18" O.C. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12"'o.c. 14645.3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19132" thick plywood deck with fasteners through panel rib. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReoortC2182 3-Of Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Evaluation Reports 3.odf Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., 74.8 psf at fastener spacing of 16" ox. and 196.75 psf FL14645 R3 AE EvaluptionRegortC2182 Created by Independent Third Party: Yes at fastener spacing of 8" o.c. 14645.4 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7116 thick OSB with fasteners through panel rib. Limits Of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 4.12df 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/-172.5 Evaluation Reports other: Uplift load of 30.0psf at fastener spacing of 36" o.c. F1.14645 R3 AE Evalua ionReuor C2187 4.ndf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7116" thick OSB. Limits of Use Installation Instructions F1.14645 R3 II Evaluatiogam C2S.Izdf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 40 Verified By: Bala Sockalingam PE 622240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 S.odf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min, 15/32" thick plywood deck or 7/16" thick OSB. 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" ox. and 97.1 psf at clip spacing of 12" o.c. with sidelap adhesive. Installation Instructions 1`L14645 R3 II EvaluatlonReoortC2182 6 odf Verified By: Bala Sockalingam PE 62240 Created' by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 6.odf Created by Independent Third Party: Yes ://www.flo-ridabuilding.org/pripr_app __Atl.aspx?param=wGEVXQwtDqsw8ZVNfe8A... 1/12/2018 Building Code Online so ft Page 3 of 4 14645.7 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 of 36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing 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: NIA 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. NOm. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck 1nstallation Instructions FL14645 R3 I1 EvaluationReoortC2182 7 odf Verified By: Bala Sockalingam. PE 62240 Created by Independent Third Party: Yes Evaluation Reports F1.14645 R3 AE EvaluationReportC2182 7.1) Created by Independent Third Party,., Yes Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" :thick plywood deck. Installation Instructions FL14645 R3 II EvaluationReportC2182 S.odE Verified By: Bala Sockalingam PE 62140 Created by-IndependentThird Party: Yes Evaluation Reports FL14645 R3 AE Eva luationReoortC2182'8.12df Created by Independent Third Party: Yes 14645.9 Classic Rib Min. 26 ga., 36" wide 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/-133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at fastener spacing of 18" o.c. Installation Instructions F414645 R3 II EvaluationReoortC2182 9.pdf 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 FLi4645 R3 II Eva luationRenortC2182 10. odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Baia 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" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 iD.pdf and 135 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 EvaluationReoortC?182 Si.odf 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 EvaluationReportC2182 11 pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 1 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 of20.8 psf at fastener spacing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener -spacing of 6" o.c. with sidelap. adhesive. 14645.13 1 PBR-Panel or R-Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. and 131.0 psf at fastener spacing of 6" o.c. Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Installation Instructions FL14645 R3 II Eva luationReoortC2182 12 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 12.pdf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645R3 II EvaluationReoortC2182 13.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FLi4645 R3 AE EvaluationReportC2182 13.odf Created by Independent Third Party: Yes 14645.14 Pro -Panel II Min. 29 ga.; 36" wide through fastened roof panel over min. 15/32" thick plywood deck. ://www.floridabuilding-org/pr/pr�_app_4ti.aspA?param=wGEVXQwtDgsw8ZVNfe8A_.. 1/12/2018 Fl 'da Building Code Online. Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReDOrtC2182 14 odf 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/-71.5 Evaluation Reports Other: Uplift load of 41,6 psf at fastener spacing of 24" o.c. FL14645 R3 AE EVBluationReportC2182 14.odf and 71.5 osf at fastener spacing of 12" o.c. Created by Independent Third Party; Yes Sack Nezt Contact Us :: 2601 Blair stone Road Tallahassee R 37399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florid :;Privacy Stateme ::Accim1bilityStabement :: Refund Statement Under'Flonda law,. emailaddresses am public records. IF you do not want your a-malladdress released In response to a public -records request,'do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If. you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(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 communication with the licensee: However email addresses are public record. If you do not wish to l address .s which c click hmade ere • available to the public. To determine if you are a licensee under supply a personal address, please provide the Department with an email Product Approved Accepts. ®®i Credit Card Sate :// wvw.floridabuilding.org/pr/pr app_dtl.aspx?param=vGEVXQwtDgsw8ZVNfe8A..: 1/12/2018