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Home My WebLink AboutPRODUCT APPROVAL - ROOFINGProduct Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method I A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Kyle Taylor kylewhite228@aol.com Roofing Metal Roofing SCANNED 'BY St Lucia CoLInjy 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 O1123/2023 Validated By Zachary R. Priest, P.E. -,' Validation Checklist - Hardcopy Received Certificate of Independence FL17443 R1 COI FL 17443 3 A Tavior 2017 Code Eval ReporGwith Details RSSS.ILdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/17/2018 Date Approved 04/10/2018 FL # Model, Number or Name Description _.._ _............. _.............._.._ __..__._._.....:......_... 17443.1 5 V Crimp 26GA 1/2" rib height over 15/32 APA plywood 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 ed, Not for use in HVHZ. Installation. Instructions EL17443 RI II FL 17443 3 A Taylor 2017 Code Evai Report with Details RSSS&df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 1.7443 3 A TayIIr 2Q�7_Code Eval pappft 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 3 A Taylor 2017 Code Eval Repot, with Details 4S p� Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R1 AE FL 17443 3 A Taylo 2017 Code Eval Rest with Details RSSS.pdf Created by Independent Third Party: Yes rt:.<ir E Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QQvht 2007.2913 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 45S.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 dick here . Product Approval Accepts: »CMtt M Credit Card Safe FBC PRI 302 Milton Drive Fort Pierce, FL 34962 (772) 466-4040 with Florida Building Code 2017 (611 ed.) with Florida Product Approval Rule # 61G20-3 Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY ns: 1504.3.2, 1507 Crimp thru fastened W rib at each panel edge and 1 fastener In the center of the panel, 24" net coverage, 26GA ASTM 12, 6-50, AZ55, .018, 50ksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener #9-15 HWH with ling washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown :he rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank Is spaced 6" O.C. reroofing, with less than 19/32" plywood (min.15/32"), this attachment is to be used in addition to Ming attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM' ed. Underlayment: See FBC 2017 6TM Sec. 1507 Table 1507.1.1 ASTM A792, G-50, AZ55, "*Design Pressure: Spacin : -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. over to )sion Resistant Fastener #10 x 1" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be )leant with FBC 2017 6TM ed. Undedayment: See FBC 2017 67" ed., Sec.1507 Table 1507.1.1 **Design Pressure: -105 PSF PRESSURE INCLUDES A SAFETY MARGIN OF 2.1 Reference Data: Test Laboratory (TST-1527) #0224-0501-06 TAS 125 (UL 580-941) uction Materials Technologies (TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-04' 44 test standards are equivalent to UL 580-06 test standards. -04 test standards are equivalent to UL 1897-12 test standards. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed...see Chart 1507.1.1 Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. Fire classification is not part of this acceptance. Shear diaphragm values are. outside this "report. Support framing in compliance w/FBC2017 6s' ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. This report does not imply warranty, installation, recommended product use outside of this report. Icate of Independence: Bowden, P.E. does not have, not will acquire a financial interest in any company manufacture , ?yN1`$ip, tang products this evaluation. ��1 $0 w�} rrr�r Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or I ua rosifj+ttr'te,{�r this seal Wz LOO �'SS10N P, ��llili1/1� 4 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 fastening12"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP SH LOCK SEAM MINIMUM 2 FASTENERS Fastener.•#10x l" AT LOCK SEAM Zinc Plated MTW Pancake Head FIELD CUT 112 SHINGLE TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES 9"EXPOSURE