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Home My WebLink AboutPRODUCT APPROVALaC1S Home Log In I User Rellstritlon ',, Hotr�.trs�y [EVe to 6® ; Pudb' aaa�� ;yP 'v{+ Product Approval { 0 =. Public 1., Protluct A orovai Menu > ProJuct or Aacl'wtian Search > QRplicabon tast> Appllratlon petail 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/Small Category Subcategory Compliance Method FL17443-R1 Revision 2017 Approved J A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite2280aol.com bliweoos FBC Staff BCIS Site Map Dnk I Search y CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Kyle Taylor T 0i ,^ kylewhite228@301.com rf2�� (i/i( ST. LUCIE COUr REVIEWED FOR PLANS `AND A�RMIT MUST BE SITE OR NO INSPECTION(S)' Roofing Metal Roofing SCANNED BY St. Lucie County MADE 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 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 FL17443 Rl COI FL 17443 J A Taylor 2017 Code Eval Report with Details RSSS.pAf Referenced Standard and Year (of Standard) Standard Year TAB 125 2003 UL 1897 2012 UL580 2006 Equivalence of Product Standards Certified By THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Sections from the code REQUIRED BY FIELD INSPECT ORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Fl # Model, Number or Name 17443.1 5 V Crimp Method 1 Option D 01/24/2018. 02/14/2018 02/17/2018 04/10/2018 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 1 VICTORIAN CRIMP SHINGLE 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 ad. Not for use in HVHZ. Description 1/2" rib height over 15/32" APA plywood Installation Instructions F1,17443 RI it FL 174431 AT r2017 Code Eval Renort ri h Details RS55 pd1 Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Party: Yes 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15132" PLYWOOD Installation .Instructions Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 17443 ] A Taylor 2017 Code Eval Reodr with Details RSSS pdf Created by Independent Third Party: Yes Contact U=_:: 2601 Blair hone Road Tallahassee R 32399 Phone: 850A874824 The state. of Honda Is an AA/EEO employer. S91Ydi9ht 2007 2013 State of Flodtla. e: PSIY9SY Statement ;: Accessihihty 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 mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, enective October 1, 2012,licensees llmin ed under Chapter 455, Fs. must provide the Department with an email soil If they have one. The emads provided may be used for offlcial communication with the licensee. However email addresses are public record. if you do not wish W supply a personal address, please provide the Department with an all address which ran be made available to the public. To determine If you area licensee under Chapter 455; F.S., please dick here. produce Approval Accepts; M ® EE Credit Card safe Fort Pierce, FL 34962 (7721466-4040 Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule 9 61620-3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections- 1504.3.2.1507 SV Crimp thru fastened W rib at each panel edge and 1 fastener In the center of the panel, 24" net coverage, 26GA ASTM A794 6-50, AZSS, .018, SOksl min. over min.15/32" thick COX plywood deck: Corrosion Resistant fastener 119-15 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. SDxr annular ring shank nails spaced 6" D.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 6TM ed. Underlayment: See'FBC 2017 67" ed., Sec. 1507 Table' 1507.1.1 ••Design Pressure: Spacin -69.25 PSF 16" O.C. -129.25 PSF 6" D.C. 26GA ASTM A79Z, G-50, AZSS,..018, SOW Victorian Crimp Shingle over 1513Z" 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 FBC2017 6t" ed. Underlayment:See FBC 2017 67'ed., Sec 1507 Table-1507.1.1 "Design Pressure: -105 PSF Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) 80224-0501-06 TAS 125 (UL580.942) PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-04r 1. UL 580-94 test standards are equivalent to UL 580.06 test standards. 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6'" 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: 1-0 4. Engineering analysis for "project specific approval by local authorities wfjurisdictionis allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC2017 611 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 manufacturi%TfIf fiQuting products under this evaluation. ,tttt$Ow/ �rygrr Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or_�iA-tog llroiu uifder this report. 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24" coverage 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 I 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP I MINIMUM 2 FASTENERS ATLOCKSEAM � CUT 112 SHINGLE 1EATE STAGGERED ERN IRiAN CRIMP 3LES 9"EXPOSURE w Fastener#10x 1" Zinc Plated MTW Pancake Head