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Home My WebLink AboutAPPROVED JAT 5V ver 2020Business ► Professional ♦ i BCIS Home Log In user Registration : Hot Topics submit Surcharge Sta[s &l=acts Product Appro►raI dbar4 USER: Public User PSdUCt PPTUal Menu a P [ or c Gore S r FL # Application Type Code Version Application Status Comments Archived rh > AP_pli£$tinn List a Application Detall FL17443-R2 Revision 2020 Approved Product Manufacturer ] A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aal.com Authorized Signature Kyle Taylor kylewhite228@aol.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Publlcatlons i contact us ' BCIS Slte Map Links search Compliance Method 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 Diane Marotta, 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 17443 R2 C I FL17443 R2 I C Code Eval Re tl Details-sss.pdf Standard Year TAS 125 2003 UL 1897 2012 U1-580 2006 Product Approval Method Method 1 Optlon D 0 Date Submitted 12/03/2020 Date Validated 12/13/2020 Date Pending FBC Approval 01/06/2021 Date Approved 02/09/2021 summary of Products FL * 17443.1 Model, Number or Name 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 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 CURRENT FBC not for use in HVHZ. Description 26GA 1/2" rib height over 15/32" ARA plywood Installation Instructions FL17443 RZ II F 17443 ,R2 J A Taylor FBC Cpde Eval R p= with DetaiIs..sss.pdf Verifled By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R2 AE F 43 R Tayiar FgC Code Eval I &port with Details,-sss.pd Created by Independent Third Party: Yes 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDx/APA 15/32" PLYWOOD Installation Instructions FL17443 R2 II FL17443 R2 ] A Taylor FB _Code Eval Rem ygith i3etalls_sss.p ff Verlfled By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RZ AE FL17443 R2 J A]ayi�i r-FBC Come Eval Report with Details-sss. Wg Created by Independent Third Party: Yes Contact Lis :: 2601 Blair Stone Raad, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AAJEE0 employer. Copyright 2007-2013 State of Florida.:: Pn�a_c Statement :: Accessibility Statement :: Refund 5tatement Under Florida law, email addresses are public records. If you do not want your S-mall address released in response to a public -records request, do not send electronic malt to this entity. Instead, contact the offlce by phone o- by tradIllonal mail, If you have any questlons, please contact 850.487.1395, •Pursuant to Sectlen 455,275[l�, Florida Statutes, effective October 1, 2012, ilcensees 11censed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emaiis provided may be used for offclaI 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 IIce nsee under Chapter 455, F.S., please dick here . Produet Approval Accepts. IT U F-Aiiii'l -"Mace Credit Card safe J A TAYLOR 302 Milton Dr. Drive Fart Pierce, FL 34962 Florida Product Approval #17443 Method: 1-D (772) 466-4040 Compliant with CURRENT Florida Building Code Compliant with Florida Product Approval Rule # 6IG20-3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY 5V Crimp thru fastened W rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM A792, G-50, A255, .018, 50ksi min. over ruin. 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. re -roofing, 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 FCurrent FBC Under-layment: See FBC Sec. 1507 "Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 26GA ASTM A792, G-50, AZ55, .018, 50ksi Victorian Crimp Shingle over 15/32" CDX/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 2112 or greater and shall be compliant with CURRENT Under-layment: See CURRENT FBC Under-layment Sec. 1507 Table "Design Pressure: -105 PSF "DESIGN PRESSURE INCtUD 5-,*S tFEry MARGIN OF 2.1 TEST REPORTS Reference Data; Hurricane Test Laboratory (TST-1527) PRI Construction Materials Technologies (TST-5878) #0224-0501-06 TAS 125 (UL 580-942) #FAE-023-02-01 UL 580-06/UL 1897-04z 1. UL 580-94 test stondords are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Under-layment to be compliance with Current Florida Building Code (F8C). see Charts Minimum slope to be compliant CURRENT Florida Building Code and per with Manufacturer's installation reference. 2. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 3. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. S. Support framing in compliance w/CURRENT FLORMA BUiLDiNG CODE Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural loading. 6. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, nor will acquire a Financial Interest in any company manuEacturing or distributing products under this evaluation. Locke owden, RE. is net owned, operated, or controlled by any company, , �t��l�t s rrrirt r manufacturer or distributing products under report. o.49704 a a (� w •• �1 • �t1i00 i� /a N Fib'►`�• f4fflitfi111 5 V Crimp Fastener- #9-15 corrosion resistant wlsealing washers 24" coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with Current Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening12"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel MINIMUM 2 FASTENERS AT LOCK SEAM d CUT 112 SHINGLE :REATE STAGGERED rERN -ORIAN CRIMP JGLES VICTORIAN CRIMP SHINGLF--- LU LOCK SEAM p � CL w Fastener.•# 10 x I" Zinc Plated MTW Pancake Head 9"EXPOSURE