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Home My WebLink AboutPRODUCT APPROVAL-METAL ROOFINGFlorida Building Code Online Page 1 of 4 SCANNED St Luce con Hot Toplm i Submlt Surcharge Stats & Facts f k II j «ti,.,•ert�= �,naaui`oa' , ";PbaKq'[ $i0[i5 K[o�Trc'z41 :M Product ApPmval Menu > Product or Aonlitation Search > Application List > Application Detail FL # FL14645-R3 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived I i Product Manufacturer I Metal Sales Manufacturing Corporation Address/Phone/Email I 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com RECEIVED APR 09 2018 ST. LuCls Ct+�n>r+j, �prmli:ting Authorized Signature David Stermer p dstermer@metaisales.us-com r I�ywl i Technical Representative ST. LUCIE COUNTY BUILDING DIVISION Address/Phone/Email REVIEWED FOR COMPLIANC REVIEWED Quality Assurance Representative DATE Address/Phone/Email PLANS AND PERMIT MUST. BE KEPT bN JOB SITE OR NO INSPECTIONS) WILL BE MADE 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 Bala Sockalingam the Evaluation Report THESE PLANS AND ALL PROPOSED WORK Florida License PE-62240 ARE SUBJECT TO ANY CORRECTIONS Quality Assurance Entity Keystone Certifications, IrREQUIRED BY FIELD INSPECTORS THAT Quality Assurance Contract Expiration Date 12/27/2026 MAY BE NECESSARY IN ORDER TO Validated By Yoosef Lavi, P.E. COMPLY WITH ALL APPLICABLE CODES. eG Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R3 COI CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard bear FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD - https://www.floridabuilding.org/pr/pil_app 4tl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II Eva luationReoortC2182 1.0df 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/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE Eva] uationReDortC2182 1.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 F1.14645 R3 II EvaluationReoortC2182 2 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/-149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" Evaluation Reports FI 14645 R3 AE EvaluationReoortC2182 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 j 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 3.0df 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/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReoortC2182 3.odF o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8" o.c. 14645.4 1 5V-Crimp 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. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 11 EvaluationReaortC2182 4.odf 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/-172.5 Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportCZ182 4 odf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nam. 0.032" 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 Installation Instructions FL14645 R3 II EvaluationReoortC2182 5 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/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 5.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 - Other: Uplift load of 41.6 pst at clip spacing or 3o-- o. 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 FL14645 R3 II EvaluationReoortC2182 6.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes hqs://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 '6 r 146J11ua x.ruliuulr� y, 14645.7 j Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam 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/-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. Installation Instructions FL14645 R3 II EvaluationRenortC2182 7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 7.odf Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga., 36" wide through Fastened roof panel over min. 15/32" thick plywood deck. J 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. Installation Instructions FL14645 R3 II EvaluationReportC2182 S.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 8 pdf 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 FL�4645 R3 II EvaluationReportC2182 9.odf 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationRenortC2182 10.pdf 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 10.p_df 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II Eva luationReportC2182 11.ndf 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 odf 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 of 20.8 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: 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 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 EvaluationReportC2182 12.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 12.odf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645 R3 II EvaluationReportC2182 13.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 13.pdf Created by Independent Third Party: Yes 14645.14 Pro -Panel II 9 plywood deck. ga., 36" wide through fastened roof panel over min. 15/32 https://www.floridabuilding.org/pr/pr app_dtl.aspx?parwn=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online Page 4 of 4 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 and 71.5 psf at fastener spacing of 12" D.C. Installation Instructions FL14645 R3 II EvaluationReoortC2182 14.odf Verified By: Bala Sockalingam PE 6224U Created by Independent Third Party: Yes Evaluation Reports of 24" D.C. FI-14645 R3 AE EvaluationRenortC2182 14.12df Created by.IndependentThird Party: Yes Sack Next contact us:: 2601 Blair Stone Raad Tallahassee FL 37222 Phone: 850-M187-1824 The State of Florida Is an AA/EEO employer. r hf 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 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, licensees licensed under. Chapter 455, F.S. must provide the Department with an email address if they 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 address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pleaseciick here Product Approval Accepts: ® ® `-c— hqs://www.floridabuilcling.org/pr/pr_app __4ti.aspx?param==wGEVXQwtDqsw8ZVNfe8A... 1/12/2018