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Home My WebLink AboutLEETERLocke Bowden, P.E. 9450 Alysbury Place Montgomery, AL 36117 J.A. TAYLOR 302 MILTON DRIVE FORT PIERCE, FL 34962 Products: FL 17443 26GA 5 V 26 GA VIC Feb. 2 6, 2018 SCANNED ff & WI& COW P PANELS N CRIMP SHINGLE PANELS Validation of Product Compliance MANUFACTURER J. A. TAYLOR Product: All roofing products These roofing products have ti 2017 6th ed., for application as CODE .COMPLIANT -Product 26GA 5 V CRIMP PANELS 26GA VICTORIAN CRIMP SHIN are compliant under the FBC are compliant with Rule #61C Products may be permitted and i the Attached Evaluation Reports li and PRI CONSTRUCTION MATERIA Product Compliance-, Raikcd Pmbwssed 4>eal <<I . Locke Bowden, P.E. FL Reg # 49704 under FL 17443 g per code protocol to be compliant with. Florida Building Code renced under a Product Approval; FL 17443.1 AND 17443.2 PANELS FBC'5`h ed. and FBC 2017 61h ed. with Florida Product Approval and All product testing is compliant with Code Testing Requirements. :ailed which follow the specifications and within the parameters of :ed under FL 17743:1 AND FL 17443.2. Product Evaluation reports TECHNOLOGIES Quality Assurance are ACTIVE herewith this 1 /i t ppxr BCIS Home Log In { User Registration I Hot Topics Submit Surcharge Stats & Facts ; Publications t FBC Staff f' BCIS Site Map'i Links Search Florida ti) Product Approval 4S USER: Public User Mrdrs� w45:,, pr Product Approval Menu > Product or Anniication Search > Application Llst > Application Detail FL # FL17443-R1 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer I A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Authorized Signature Kyle Taylor kylewhite2280aol.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i.:) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Locke Bowden Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract E Ipiration Date Validated By I Certificate of Independence PE-49704 PRI Construction Materials Technologies, LLC 01/23/2023 Zachary R. Priest, P.E. �6' Validation Checklist - Hardcopy Received FL17443_R1_CQI_FL 17443 1 A Taylor 2017 Code Eval Report with Details RSSS.1if Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL580 I I Equivalence of Product Standards Certified By I i Sections from the Code i I Year 2003 2012 2006 Product Approval Method I Method 1 Option D Date Submitted 01/24/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/17/2018 Summary of Products FL # Model Number or Name Description 17443.1 5 V Crl� p 26GA 1/2" rib height over 15/32" APA plywood Limits of Use Installation Instructions Approved for use in HVHZ: NO LF 17443_R1_LI_FL 17443 J A Taylor 2017 Code Eval Report Approved for use outside HV Z: Yes with Details RSSS. t► d Impact Resistant: N/A IH Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-129.25 Other:-129.25 Cal 6" o.c.-69.2�5 @16" o.c. margin of safety Created by Independent Third Party: Yes Evaluation Reports 2:1 with 24" max. coverage Install per manufacturers detail. Not for use in HVHZ. FLl 44 _RS_AE_FL 1.7443 J A Taylor 2017 Code Eval Reps with Details RSSS.piff I Created by Independent Third Party: Yes i 17443.2 VICTI RTAN CRIMP SHINGLE 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17443_i23_jFL 17443 3 A Taylor 2017 Code Eval Report with Details RSSS.pd Impact Resistant: N/A I Verified By: Locke Bowden, P.E. 49704 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. I Created by Independent Third Party: Yes Evaluation Reports FL17443_gl_8LF_FL 17443 J A Taylor 2017 Code Eval Report with Details RSSS.pdf Created by Independent Third Party: Yes Uack Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cogyllght 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 emalis 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 her . Product Approval Accepts: ® RN M Credit Card I Safe I 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, iS07 5V Crimp thru fastened W rib at each panel edge and i fastener in the center of the panel, 2e net coverage, 246A OR 26GA min. over min.15132" 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"),Ithis attachment Is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 20X7 a ed. Underla ent: See FBC 2017 6TM ed., Sec.1507 Table 1507.1.1 "Design Pressure: Spacing: -69.25 PSF 16" O.C. 1 .-129.25 PSF 6" O.C. 24GA OR 26GA min. metal Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener #10 x 1" Zinc plated; MT* 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 6TM ed. Underlayment: See FBC 201i 6T" ed., Sec.1507 Table 1507.1.1 "*Design Pressure: I -105 PSF "*DESIGN TEST REPORTS P, RESSURE INCLUDES A SAFETY MARGIN OF2:1 Reference Data: Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 125 (UL 580-94x) PRI Construction Materials Technologies (T5T-5878) #FAE-023-02-01 UL 580-06/UL 1897-042 1. UL 580-94 test standards are equivalent to ULI580-06 test standards. 2. UL 1897-04 test standards are equivalent #o , L 1897-12 test standards. Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 0 ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6`f' ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: i-D 4. Engineering analysis for "project specific approval by local authorities w/Jurisdiction is allowed by other registered engineers. i S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compiiance'w/FBC 2017 6a' 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 manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled byi#AA�tti tr_ �ttrri ufacturer, or distributing products under this report. .�� ,� ... •. `�`��v0•' �\CEN No. 4 _ . . _ z /7al? . - ,�'° STATE OF 1 ti Fastener- #9-15 5 V Crimp Dsionl resistant w/sealing washers 24" Ile 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 SHINGLE LOCK SE MINIMUM 2 FASTENERS Fastener:#10x 1" AT LOCK SEAM Zinc Plated MTW Pancake Head FIELD CUT 1/2 SHINGLE TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES I i• � w ' E � O0 fEL N 9" EXPOSURE I I i I I