The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFING9 i Florida Buildina Code Online z Page 1 of 4 .n&vkrhekki: fa�cn?aaxa dH4k61+Yr3rolt etktUM»9fh rsets Morrie -I'Log In I User Registration Hot Topics i u mit.Surcharge . Stats & Facts Publications FBC Staff l BCIS Site Map ; Links Search i db �E CCUPlycre Product Approval USER,Public User Vwmz Product Approval Menu> Product'or Application Search > Application Us t > Appiicatic it I�� FL # FL11560-R3 " v p .( Appiication.Type Revision ST. LUCIE COUNTY BU LDING DI ION Code version 2017 REVIEWED FOUR CO IPLIANCE'. Application Status Approved MIT117 .,a,�_,, „L , j 1if11 Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Or'►NTRACTOR OR RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method DATE br PLANS AND PERMIT MUST BE KEP ' O JOB G SITE OR NO INSPECTIONS) WIL MADE Metal Sales Manufacturing. Corporation 545. South 3rd Street, Suite 200 Louisville, KY 40202 A (502) 855-4300� p® 4ri dstermer@metalsales.us.com 100/6 A p� David Stermer dstermer@metaisales.us.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT CO�YJiPLYN ITHSAL LAP P CABLE COODES. Roofing Metal Roofing. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Li Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi, P.E. FtO Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL11560 R3 COI Certificatelndeoendence.odf Standard TAS 125 UL "1897 UL 580 Year 2003 2012 2006 ://www.floridabwlding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudhLg8eDPZ1... 1/24/2018. i Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 FL # I Model, Number or Name Description 11560.1 Aluminum 5V-Crimp24" wide, nom 0.032" thick aluminum through fastened roof panel over min 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReDOrtC2181 I-Pdf 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/-161.5 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL11560 R3 AE EvaluationReoortC2181 1.odf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 11560.2 Aluminum Image II 16" wide, nom 0.082" thick aluminum concealed fastener roof panel over min 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II Eva! uationReoortC2181 2.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/-107.4 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c. FL11550 R3 AE EvaluationReportC2181 2 odf and 107.4 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 11560.3 Aluminum Image II 16" wide, nom 0.032" thick fastener roof panel, over min 19/32" thick plywood deck Limits of Use Installation Instructions Approvedfor use. in HVHZ: No FL11560 R3- II EvaluationReportC218l 3.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/-195.0 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c., 104.7 psf'at fastener spacing of 6" o.c. and 195.0 psf FL11560 R3 AE EvaluationReportC2181 3.odf Created by Independent Third Party: Yes at fastener spacing of 6" o.c. with support strap. 1Y560i4 Image-iFw, Mm. 26' ga ,max. 16 _wide standingseam roof panel,oVe;; ,min:_15/32".thick,piywood.deck " Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II Eva luationRenortC2181 4.0f 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/-84.25 Evaluation Reports Other: Uplift load of 84.25 psf at fastener spacing of 24" FL11560 R3 AE EvaluationReportC2181- 4.0df O.C. Created by IndependentThird'Party: Yes 11560.5 Image II Min. 26 ga., max. 16" wide standing seam roof panel over min. 19/32" thick.plywood deck Limits of Use Installation instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReportC2181 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/-139.1 Evaluation Reports .Other: Uplift load of 84.3 psf @ fastener spacing of 24",, FL11560 R3 AE EvaluationReportC2181 5.odf 102.7 psf @ fastener spacing of 6" and 139.1 psf @ fastener Created by Independent Third Party: Yes spacing of 6" with 3/8"- bead adhesive In sidelap 11560.6 Magna-Loc Min. 24. ga., 16" wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ, No FL11560 R3 II EvaluationReportC2181 6.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/-166.0 Evaluation, Reports Other: Uplift load of 95.2 psf @ MC clip spacing, of 30" o.c., EL11560 R3 AE, EvaluationReoortC2181 6.odf 101.0 psf @ MC clip spacing of 15" o.c., 123.5 psf .@ MC clip Created by Independent Third Party: Yes spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12" o.c. htItps:// wvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZl... 1/24/2018 i Florida Building Code Online , s' Page 3 of 4 11560.7 [Magna-Loc Min. 24 ga., 16"'wide standing seam roof panel over steel deck Limits of Use Installation instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReoortC2181 7.odf Verified By: Bala Sockalingam PE 62240 Approved.for use outside HVHZ: Yes Impact Resistant: N/A Created -by Independent Third Party: Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other: Uplift load of 59.7 psf @ MC clip spacing of 36" o.c. FL11560 R3 AE .EvaluationikeoortC2181 7.0df Created by IndependentThird Party: Yes and 168.5 psf `@ MPW clip spacing of 12" o.c. 11560.8 Stile. Min. 26 ga., 39.4" wide through fastened.roof panel over min. 15/32"thick plywood deck Limits of Use InstallationInstructions Approved for use in HVHZ: No FI-11560 R3 II EvaluabonReoortC2181 8.ndf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-102.7 Evaluation Reports Other: Uplift load of 85.8 psf at fastener spacing of 24" o.c. FL11560 R3 AE EvaluationReoortC2181 8.1)df Created by Independent Third Party: Yes and 102.7 psf at fastener spacing of 12" o.c.: 11560.9 j Stile Min. 26 ga., 39.4" wide through fastened roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReoortC2181 9.odf Approved for.use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62246 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:-+N/A/-149.6 Evaluation. Reports Other: Uplift load of 50.4 psf at fastener spacing of 36" FL11560 0. AE EvaivationReoartC2181 9.odf o.c., 106.8.psf at fastener spacing of 24" o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" o.c. 11560.10 1 Vertical Seam i Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-114.3 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., 73.0 psf at clip spacing of 24" o.c. and 114.3 psf at clip soacino of 8" o.c. Min 24 ga., max. 16 wide standing seam roof panel over min.15132" thick plywood deck Installation Instructions FL11560 R3 II Evaluab nReportC2181 10.pdF Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R3 AE EvaluationReDortC2181 10.odf Created by Independent Third Party: Yes 11560.11 Vertical Seam Min 24 ga., max. 18" wide standing seam roof panel over min. 15132" thick plywood deck Limits of Use Installation,Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationkeoortC2181. 11.0f 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/-105 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., FL11560 R3 AE EvaluationRenortC7_181 11.odf 82.5 psf at clip spacing of 12" o.c. and,105.0 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c. with sidelap adhesive. 111560.12 1 Vertical Seam Min. 26 ga.,16" wide standing seam roof panel over min. '15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationRenortC2181 12.adf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ,-Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-81.3 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48" o.c. and -FL11560 R3 AE EvaluationReoortC2181 12.odf Created by Independent Third Party: Yes 81.3 psf at clip spacing of 6" o.c. 11560.13 [VerticaSeam Min 24 ga., max. 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use installation Instructions Approved formse in HVHZ: No FL11560 R3 II EvaluationReoortC2181 33.odf Verified By: Bala Sockalingam P.E. 62240 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Other. Uplift load -of 22.5 psf at clip spacing of 48" o.c. and Evaluation Reports FL11560 R3 AE'EyaluationReoortC2181 13.odf Created by IndependentThIrd Party: Yes 93.5 psf at clip spacing'of 12" o.c. 11560.14 Vertical Seam Min 24 ga., max. 18" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReportC2181 14.odf htfips://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudhLg8'eDpZl... 1/24/2018 i Florida Building Code Online a Page 4 of 4 Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: +N/A/-114.25 Other: Uplift load of 22.5 psf at clip spacing of 48" D.C. and 86.0 psf at clip spacing of 12 D.C. Verified By: Bala Sockalingam P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R3 AE EvaluationReDortC2181 14.odf Created by Independent Third Party: Yes Baek Next Contact Us.:: 26DI Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 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 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 oMcial 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., please click h ere . Product Approval Accepts: ® Credit Card Safe https://www.floridabuilding.org/pr/pr_app_cltl.aspx?param=wGEVXQwtDqudhLg8eDpZl... 1/24/20.18