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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGy Florida Building Code Online Kc I - File 'q%)Xof 3 0 . NT �f v +Pr ■ t • 0 1, , i • O BCIS Home I Log In I User Registration I Hot Topics i Submit Surcharge I Stats & Facts I Publications , FBC Staff I . BCIS Site Map I OLinks I Search I Florida r e; Product Approval IUSER: Public User St��U f Product Aooroval Menu > Product or Application Search > Application List > Application Detail r a FL # FL14645-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 ` (812) 218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metaisales.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 91 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 12/31/2020 Validated By Yoosef Lavi, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14645 R2 COI Certificatelndeoendence odf Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Florida Licensed Professional Engineer or Architect FL14645 R2 Eouiv TestEouivalentC2010 UL odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7e... 2/6/2017 EXISTING SHINGLES (OPTIONAL) NEW UNDERLAYMENT- (REQUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) NEW UNDERLAYMENT- (REQUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP -,,,,,-SEE � (PANEL OVERLAP) NEW CONSTRUCTION)RED ONLY ` ENDSREQUIONLY.RED OR PANEL EXISTING UNDERLAYMENT (OPTIONAL) MINIMUM ATTACHMENT: Bd x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED ® 6" O.C. IN THE FIELD & MIN. 2X- WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. /— 5V-CRIMP / MIN 26 GA. PLYWOOD DETAIL 1 19/32" THICK (MIN.) #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 41 5V-CRIMP F MIN 26 GA. PLYWOOD DETAIL 2 19/32" THICK (MIN.) i PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 36 41.6 16 74.8 8 196.75 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 = 0.0169"). 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 MINIMUM 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. EL 00 0 N (9 wN Z ~O �N NCO 0 4H MJ�I N ��o 00 g N J Z J u7 3 w a a o � a a z �oP N za o OQQSS 1 1 OF Florida Building Code Online Page 3 of 3 Impact Resistant: N/A Design Pressure: +N/A/-135.0 Created by Independent Third Party: Yes Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and 135 psf Evaluation Reports FL14645 R2 AE EvaluationReoortC2010 9 at fastener spacing of 6" o.c. odf Created by Independent Third Party: Yes 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick lywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL14645 R2 II EvaivationReoortC2010 10 odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-138.5 Created by Independent Third Party: Yes Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. and 138.5 Evaluation Reports FL14645 R2 AE EvaluationReoortC2010 10 odf psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.11 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" Limits of Use thick plywood deck or 7/16" thick OSB. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL14645 R2 II EvaluationReoortC2010 11 odf Impact Resistant: N/A Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/-86.55 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 20.75 psf at fastener spacing of 24" o.c., 63.50 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" FL14645 R2 AE EvaluationReoortC2010 11 odf Created o.c. with sidelap adhesive. by Independent Third Party: Yes 14645.12 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL14645 R2 II EvaluationReoortC2010 12 odf Impact Resistant: N/A Verified By: Bala Sockalingam PE 62240 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 psf at fastener spacing of 6" o.c. FL14645 R2 AE Evaluation Rea )rtC2010 12 odf Created by Independent Third Party: Yes 14645.13 Pro -Panel II 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 R2 I1 EvaluatI nReoortC2010 13 Approved for use outside HVHZ: Yes Impact Resistant: N/A odf Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/-71.5 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. and 71.5 psf at fastener spacing of 12" o.c. FL14645 R2 AE EvaluationReoortC2010 13 odf Created by Independent Third Party: Yes rat Contact Us :: 2601 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 mall 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 emalls 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: - ECAec1 Credit securit�'AtETItIC'� h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7e... 2/6/2017 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5Tn EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.3-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 8554290 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) Installation Details (1 Page) Report No. C2010-3 Date: 3.27.15 %� % sOCKAt�..1-!%. ,%4% vP , ...... • No 62240 STATE OF O A1- FL 14645.3-R2 C2010-3 3.27.15 Manufacturer: Metal Sales Manufacturing Corporation Page 2 of 3 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" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 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 2014 Section 1507.4.2 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 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 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 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current FL 14645.3-R2 C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E1081UL790 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/l/09