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HomeMy WebLinkAboutProduct Approval; Metal Roofing�� ,y, aua uuttutil�' %-vuc Vllllne ,19ti trC('a'i`1`t BCIS Home Log In ! t Business-` ) Hot Topics Submit Surcharge Stats & Facts Pagel of 2 " Rmwk= k Publications F8C Staff BCIS Site Map Links Search Protessi ' al kA Product Approval a ., USER: Public user C. . I, P%1 Reaulation je Product Approval Menu > Product or Application Search > 6polication Ltsk > Application Detail y� FL # . 12. x 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 FL14520-RI <:: n ZZro2ed Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By I Certificate of Independence J A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772) 466-4040 flvalidation@yahoo.com Kyle Taylor flvalidation@yahoo.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Charles L THOMAS PE-29439 Keystone Certifications, Inc. 04/11/2021 Locke Bowden F Validation Checklist - Hardcopy Received FL14520 RI COI Certificate of Independence FDA —if Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriReYsCCTD3D3z4Qf6p09... 1 /16/2012 >viiuc uu1,u111g wue unune Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/07/2011 Date Validated 11/07/2011 Date Pending FBC Approval 11/10/2011 Date Approved 12/06/2011 of Products FL # Model, Number or Name 14520.1 115, V CRIMP Limits of Use j Approved for use in HbHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129.25 Other: The required design wind loads shall be ietermined for each project per the Florida Building .ode. The maximum fastener/clip spacing listed herein :hall not be exceeded. This product is not evaluated for Ise in the High Velocity Hurricane Zone. ..__9Mty ._.__.---- — _. _— — 26GA METAL ROOFING PANEL Installation Instructions FL14520 R1 II 5V Crimp Evaluation Verified By: PRI Construction Materials Technologies, LLC Created by Independent Third Party: Yes Evaluation Reports FL14520 R1 AE 5V Crimp Evaluation Report Rev pdf Created by Independent Third Party: Yes Back ��nsext Contact us :: 194p North Monroe Street Tallahassee Ft 32399 The State of Florida Is an AA/EEOlemployer. Conyrioht 2007.201Q State of Florida :: Privacy Statement :: A4cessibility Stat ment :: Refund Stat ment i Under Florida law, e-mail 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 mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at Lvebm8ster@dbPr.state.fl.us. Product Approval Accepts: Wr 9 eCAeck M %ccuritym i:TWQ ttx M. I htt //floridabuildin .or / r/ r_a P $ g p p pp_dtl.aspx.param=wGEVXQwtDquxTVBjriRcYsCCTD3D3z4Qf6pO9... 1/16/2012 J.A. Taylor Roofing Inc: Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-R1 Evaluation Report Report.for: J.A. Taylor Roofing Inc. Date: November 3, 2011 302 Melton Drive Fort Pierce, FL 34982 Building Code.-2010 Florida Building Code Compliance Method: Rule 9N-3.005(1)(d) Section(s): 1504.3.2 Category: Roofing Project No.: FAE-001-01-01 Sub -Category: Metal Roofing Scope: Product Category. Roofing Sub -Category. Metal Roofing Compliance: The 26 ga; 5V Crimp Metal Roof Assembly described herein has demonstrated compliance with Section 1504.3.2 of the 2010 Florida Building Code. I References: Test Application Standard (TAS) 125-03 Standard Requirements for Metal Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527) report no. 0224-0501-06, dated October 31, 2006. Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 28, 2011 Drawings # '26" 5V 24' Coverage' issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 20, 2011. Engineering Analysis by PRI Construction Materials Technologies (FBC OrganizI ation No.TST5878), dated April 19, 2011. Product Description: 5V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" panel (24. maximum coverage), W ribs; material shall comply with 2010 Florida Building, Code, Section 1507.4.3. Minimum #9-15 HWH corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16" through the sheathing. Material shall comply with 2010 Florida Building Code, Section 1507.4.4. Limitations: Limitations and Conditions of Use include the following. • This' evaluation does not include use of the product within the High -Velocity Hurricane Zone (HVHZ). • Fire Classification is not within scope of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Page 1 of 3 JA. Taylor Roofing Ina Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL#14520-R1 Roof Assemblies: • The product shall be installed in accordance with the Manufacturer's instructions and the Roof Assemblies section herein. • Modifications of the products as evaluated herein are beyond the scope of this evaluation. • All products listed herein shall have a quality assurance audit in accordance with F.A.C. Rule 9B-72, Assembiv No. 1 Max Design Pressure: -69.25 Slope: 2:12 or greater Deck: Minimum 15/32" plywood or wood plank DeckAIttachment. In accordance with the applicable Code. In no case less than minimum 8d x 2" annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Deck attachment to be designed by others, Underlayment Minimum ASTM D 226, Type it (No. 30) in accordance with Section 1507.2.5 of the 2010 Florida Building Code or any Approved undedayment having current Florida Statewide or Local Product Approval. 5V Crimp Panels: Installed in accordance with Manufacturer's installation instructions. Minimum #9-15 corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16" through the sheathing installed 16" o.c. along the crown of the rib in the center of'panel and along the lap (See Drawings). Assembly No. 2 Max ,Design Pressure:-129.25 Slope: 2:12 or greater Deck. Minimum 15/32" plywood or wood plank Deck Attachment in accordance with the applicable Code. In no case less than minimum $d x 2" annular ring shank nails spaced 6" o.c, In reroofing, where the deck is less than 19132" thick (minimum 15/32') the above attachment method must be in addition to existing attachment. Deck attachment to be designed by others. Underlayinent: Minimum ASTM D 226, Type II (No. 30) in accordance with Section 1507.2.8 of the 2010 Florida Building Code or any Approved undedayment having current Florida Page 2 of 3 J.A. Taylor Roofing Inc. Evaluation Report for 26 g& 5V Crimp Metal Roof Assembly; FL# 14520-111 Statewide or Local Product Approval. 5V Crimp Panels: Installed in accordance with Manufacturer's installation instructions. Minimum #9-15 corrosion resistant fasteners With sealing washers designed for metal to Wood connections of sufficient length to penetrate 5/16" through the sheathing installed 8' o.c. along the crown of the rib in the center of panel and along the lap (See Drawings). Drawings. 5-V PANEL PROFIL 24" Coverage T- I Quality Assurance: Keyston, e Certifications. (FBC Organization No. QUAI 824) Evaluator:; Charles L. Thomas, P.E.' Florida Registered ProfestlanM Engineer.­�' PE No.: 29439 FSC Organization No.: ANEqm 14609 Dixie Hwy, Huds6n,*L-34�6"7 Date: Page 3 of 3