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Home My WebLink AboutJAT 5V-2017mil"A BC1S Home Log In User Registration - Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search da..Y(A Product Approval USER: Public User 1W Product Approval Menu > Product or Application Search > Application List > Application Detail FL # �dJlh;' 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 FL17443-R1 Revision 2017 Approved J A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772) 466-4040 kylewhite228@aol.com Kyle Taylor kylewhite228@aol.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 Locke Bowden Evaluation Report TAS 125 Florida License PE -49704 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/23/2023 Validated By Zachary R. Priest, 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 FL17443 R1 COI FL 17443 J A Taylor 2017 Code Eval Report with Details RSSS.p_if Standard Year TAS 125 2003 UL 1897 2012 UL580 2006 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name Method 1 Option D 01/24/2018 02/14/2018 02/17/2018 04/10/2018 17443.1 5 V Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -129.25 Other: -129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety 2:1 with 24" max. coverage Install per manufacturers detail. Not for use in HVHZ. 17443.2 VICTORIAN CRIMP SHINGLE i Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -105 Other:-105PSF margin of safety 2:1. Install per manufacturer's details and in compliance with FBC 2017 6th ed. Not for use in HVHZ. Description 26GA 1/2" rib height over 15/32" APA plywood Installation Instructions FL17443 R1 II FL 17443 J A Taylor 2017 Code Eval Report with Details RSSS.pdIF Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R1 AE FL 17443 3 A Taylor 2017 Code Eval Report with Details RSSS.pdf Created by Independent Third Party: Yes 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD Installation Instructions FL17443 R1 II FL 17443 J A Taylor 2017 Code Eval Report with Details RSSS.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R1 AE FL 17443 ] A Taylor 2017 Code Eval Repo with Details RSSS.pdf 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. Q2pyright 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 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: Credit Card Safe Product Report Manufacturer: 1 A Taylor Roofing Inc. 302 Milton Drive Fort Pierce, Fl. 34962 (772) 466-4040 Compliant with Florida Building Code 2017 (6" ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 1504.3.2, 1507 5V Crimp thru fastened %" rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM A792, G-50, AZ55, .018, 50ksi min. over min. 15/32" thick CDX plywood deck. Corrosion Resistant fastener #9-15 HWH with sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min. 15/32"), this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 61 ed. Underlayment: See FBC 2017 6T" ed., Sec. 1507 Table 1507.1.1 "Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. 26GA ASTM A792, G-50, AZ55, .018, SOksi Victorian Crimp Shingle over 15/32" COX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener #10 x 1" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TH ed. Underlayment: See FBC 2017 6T" ed., Sec. 1507 Table 1507.1.1 "Design Pressure: -105 PSF "DESIGN PRESSURE INCLUDES A SAFETY MARGIN 0F2.-1 Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 125 JUL 580-942) PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-042 1. UL 580-94 test standards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6`h ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6`h ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturinj eTf ; q buting products under this evaluation. ``�� bow `frrh,rr� Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or� ililkir ro et ur 4er this report. ��G`t-.•OE�1E •• '. 9 �q seal No • . • �/ /z ow FLOk ', ,FSS 10 6�P� ��.�. 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24" coveraae , Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening 1 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP SHINGLE MINIMUM 2 FASTENERS AT LOCK SEAM FIELD CUT 1/2 SHINGLE TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES LOCK SEAM 9" EXPOSURE N Fastener:#10 x 1 " Zinc Plated MTW Pancake Head