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Home My WebLink About5V CRIMP PRODUCT APPROVAL6/30/2020 oCIS Home Florida Building Code Online .. .3r ' i- ; Log In user Iteg'slrahon Hot'ropics Submit Surcharge I Stats & Fads 1. Publications contact Us I acts Site Map Links 1 Search (1, Product Approval USER: Public UserFor Min.- I b " r Pmtlud Aooroya Menu > Product or Application Search > Application List > Application Retail I FL # . Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14645-R3 Revision 2017 Approved Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502)855-4300 dstermer@metalsales.us.com David Stermer dstermer@metalsales.us.com Roofing Metal Roofing 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 Certlficatelndenendence.[Ldf Standard FM 4470 TAS 125 UL 1897 UL 580 Year 2012 2003 2012 2006 https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQvvtDgswBZVNfeBA7ecHQhC9itQOtvOK%2fgnu6PmBdDM0IW5HbQ%3d%3d 114 6/30/2020 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summay of Products Florida Building Code Online Method 1 Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgsw8ZVNfe8A7ecHQhCgitQOtvOK%2fgnuBPmBdDM0IW5HbQ%a3d°/3d 2/4 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 Approved for use in HVHZ: No FL14645 R3 I1 EvaluationReportC2182 l.pd-f 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/ -86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R3 AE Evaluation-WizaL2182 S. pdf 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 11 EvaluationRep2rtC2182 2.pi f 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.p -ff 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 EvaluationReportC2182 3,Pjj 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 -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 Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 4.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/ -172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE Evaluation Rep2rtC2182 4. psf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 i 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 11 EvaluationReportC2182 5,Qdf 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 FL14645 R3 AE Evalua6onReportC2182 5.pd_f 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 Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 6.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/ -97.05 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0 FL14645 R3 AE Evaluation ReportC2182 6.pdf 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/prlpr_app_dtl.aspx?param=wGEVXQvADgsw8ZVNfe8A7ecHQhCgitQOtvOK%2fgnuBPmBdDM0IW5HbQ%a3d°/3d 2/4 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V -CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.2-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 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: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) :Installation Details (1 Page) �teLtl1Oli1xs Sp C K.4 y No 62240 •�, � '}sj' • s � .r w • .w �: STATE OF 44' .M d� • f � . , ,,,g s �13 t-7 Report No. C2182-2 Date: 9.9.17 FL 14645.2-R3 C2182-2 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V -Crimp Panel Description: 24" wide coverage with (5) 112" 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. 19132" 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 edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Slope: 112:12 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: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 131.3 psf @ fastener spacing of 18" o.c. 149.6 psf @ fastener spacing of 12" 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 318". At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) 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 fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current FL 14645.2-R3 C2182-2 9.9.17 Page 3 of 3 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. T235-07, Reporting Date 7/12/07 Project No. T172-08, Reporting Date 4/29/08 SEE DETAIL t PANEL FASTENER SPACING 5V—CRIMP PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. K MIN. 2X_ WOOD RAFTER/JOIST/ PLYWOOD UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32" THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL G131DELINES OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS 5V -CRIMP SEE DETAIL 1 � � 24" MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 24" O.C. UNDERLAYMENT DETAIL 1 OR #8 x 2" LONG WOOD SCREWS SPACED 0 6' O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X—SECTION 5V—CRIMP MIN 26 GA. PLYWOOD 19/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 24 84.5 18 131.3 12 149.6 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMOM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a CC 0 U N z �O 2 peq Wo . O _ dM7 tf is myoLn 1 wJ co M,J I j N ill � 0 cn-j 1 OF 1