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Home My WebLink AboutProduct approvals, ms 5v noa7/8/2020 Florida Building Code Online Businessw Professional _` iDs BCIS Home i Log In User Registration Hot Topics f Submit Surcharge Stats & Facts Publications Florida Product Approval -- r (A USER: Public User tv"t, Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL14645-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Contact Us BCIS Site Map Links Search Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 the Bala Sockalingam 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14645 R3 COI Certificatelndenendence.p-if Standard FM 4470 TAS 125 UL 1897 UL 580 Year 2012 2003 2012 2006 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 1/4 7/8/2020 Florida Building Code Online 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 Summary of Products https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 214 FL # Model, Number or Name— Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel I over min. 19/32" thick plywood deck. i _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Eva luationReportC2182 1.pdf Approved for use outside HVHZ: Yes ii Verified By: Bala Sockalingam PE 62240 Impact Resistant., N/A 1 Created by Independent Third Party: Yes Design Pressure: +N/A/ -86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. j FL14645 R3 AE Evaluation Reportg2182dpdf 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 Evaluation ReportC2182 2.p ff 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" o.c., FL14645 R3 AE EvaluationReportC2182 2.pdf 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at Created by Independent Third Party: Yes fastener spacing of 12" o.c. 14645.3 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 EvaluationReportC2182 3.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/ -196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., FL14645 R3 AE Eva IuationReportC2182 3.pdt 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at Created by Independent Third Party: Yes 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 7/16" thick OSB with fasteners through panel rib. l Limits of Use Installation Instructions �w Approved for use in HVHZ: No FL14645 R3 II Eva luationReportC2182 4.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Design Pressure: +N/A/ -172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE Eva IuationR portC2182 4.pd 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 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 S.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/ -120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and FU4645 R3 AE EvaluationReportC2182 5.pdf 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 Installation Instructions FL14645 R3 II EvaluationReportC2182 6.pdf i 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/ -97.05 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0 FL14645 R3 AE EvaluationReportC2182 6.psif psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of 12" Created by Independent Third Party: Yes o.c. with sidelap adhesive. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 214 7/8/2020 Florida Building Code Online 14645.7 ( Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No j FL14645 R3 II EvaluationgeportC2182 7.p ff Approved for use outside HVHZ: Yes I Verified By: Bala Sockalingam PE 62240 9 Impact Resistant: N/A i Created by Independent Third Party: Yes j I Design Pressure: +N/A/ -162.0 Evaluation Reports Other: Uplift load of 41.6 at clip spacing 36" 100.2 FL14645 psf of o.c., R3 AE EvaluationReportC2182 7.pdf psf at clip spacing of 12" 162.0 o.c. and psf at clip spacing of Created by Independent Third Party: Yes 12" o.c. with support strap. it 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min _ 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 8.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/ -91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. FL14645 R3 AE Evaluation RepQMQZI82-3. pdf and 91 psf at fastener spacing of 6" o.c. 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 Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Eva luationReportC2182 9.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/ -133.9 Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., FL14645 R3 AE Evil uationtl_eportC2182 9.pdf 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at Created by Independent Third Party: Yes fastener spacing of 18" o.c. 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 Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 10.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/ -135.0 Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and FL14645 R3 AE EvaluationRep2rtC2182 10.pdf 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 Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 11.pf 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 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. 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 Image II Min. 26 ga., 16" wide concealed fastened 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 FL14645 R3 II EvaluationReportC2182 12.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/ -86.55 Evaluation Reports Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., FL14645 R3 AE Eva IuationReportC2182 12.pdf 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener Created by Independent Third Party: Yes spacing of 6" o.c. with sidelap adhesive. ,14645.13 -Panel or R -Panel Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. (Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 13.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Bala Sockalingam PE 62240 I Design Pressure: +N/A/ -131.0 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. and 131.0 fastener FL14645 R3 AE EvaluationReportC2182 13.pdf psf at spacing of 6" o.c. Created by Independent Third Party: Yes 14645.14 1 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ%3d%3d 3/4 7/8/2020 Florida Building Code Online Approved for use in HVHZ: No F1_14645 R3 II Evaluation Reporl:Q182 14.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/ -71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. FL14645 R3 AE EyaluationReportC2182 14.pdf and 71.5 psf at fastener spacing of 12" D.C. i Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyjjght 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 mall. 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., please click here . Product Approval Accepts: Mack Credit d safe '+CCIII'll� IF.Tktlt.'S https:llwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDMOIW5HbQ°/,3d%3d 414 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V -CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.3-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South Yd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 Fax: (502) 855-4200 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) %011111111ill, " Installation Details (I Page) 'BOCKA.L/ �Vfit6 ........ .. No 62240 X Report No. 02182-3 0'. STATE OF. Date: 9.9.17OR ,O� ........ et 0 FL 14645.3-R3 C2182-3 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V -Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-R3 C2182-3 9.9.17 Page 3 of 3 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2) Project No. T240-09, Reporting Date 9/22/09 Architectural Testing, Inc. — West Palm Beach, FL (Formerly Hurricane Test Laboratory, LLC) Project No. 0103-0712-09, Reporting Date 9/1/09 Ym 002{ -Cj Cj8-Zog £491-99£-999 :XVd 069 -M* -916 3NOHd p 16 n MMV kA '3111ASino1 0 'V 9014L NS)� '3AV ¢ OOZ. 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