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Home My WebLink AboutPRODUCT APPROVAL - ROOFINGP BCIS Home - Log In User Registration Hot Topics ,l. Submit Surcharge j Stats & Facts I Publications ? FBC Staff 1 BCIS Site Map Links Search S' i Product Approval r, USER: Public User Pro u_ dpproval M.^nu > Product or Applicatiar: S::arch > application. Usz > Application Detail vCApN�l�l FL # FL17443 43 l� Application Type Revision Code Version 2017 V Application Status Approved Comments Archived Product Manufacturer J A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Authorized Signature Kyle Taylor kylewhite228@aol.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 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. .,o Validation Checklist - Hardcopy Received Certificate of Independence FL17443 RI COI FL 17443 J A Taylor 2017 Code Eval Report with Details RSSS,p_L Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Am lu W IN F . '6 Sections from the Code _ L �'� i Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 17443.1 Method 1 Option D 01124/2018 02/14/2018 02/17/2018 04/10/2018 Model, Number or Name ; Description 5 V Crimp 1 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" D.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 FL17443 RI II FL 17443 3 A Taylor 2017 Code Eval Report with Qetails RSSS.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI 8E FLI7443 3 A Taylor 2017 Code Evan Re opt vith 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 RI II FL 17443 3 A Tay or 2017 Code Eval Reps with Details RSSS.p.0 Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FLIZ443 RI AE FL 17443 3 A Taylor 2017 Code Eval Repor with Details RSSS.pdf Created by Independent Third Party: Yes ® M Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpy�,ght_2007.2013 State of Florida.:: E Wacv Statement :: AccessibilltyStatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publiarecords 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 dick here.. Product Approval Accepts: ® Ek M Credit Card Safe 302 Milton Fort Pierce, FL 34962 --- _ _ _ _ (772) 466-4040 Comp1 ilant with Florida Building Code 2017 (611 ed.) Comp, oant with Florida Product Approval Rule # 61G20-3 Comp rant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC 5 dons: 1504.3.2,1507 5V Crimp thru fastened W rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM, A79i, G-50, AZSS, .018, SOksi min. over min. iS/32" thick CDX plywood deck. Corrosion Resistant fastener #9-15 HWH with seal ing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown oft a rib in the center of panel and along the lap. First. fastener to be within 3" of panel edges. Min. SDx2" annular ring shank nail spaced 6" O.C. reroofing, with less than 19/32" plywood (min. iS/32"), this attachment is to be used in addition to. ex i Ing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6T" ed'. Underlayment: See FBC 2017 61" ed.,', Sec.1507 Table 1507.1.1 **Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. 266'i� ASTM A792, G-SO, AZ55, .018, SOksi Victorian Crimp Shingle over 15/32" CDX/APA:Plywood attached to roof trusses. Corrosion Resistant Fastener #10 x I" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied with) S2 exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be com liant with FBC 2617 67" ed. Underlayment: See FBC 2017 6T" ed., Sec.1507 Table 1507.1.1 "Design Pressure: -10S PSF J **DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1 Reference Data: TEST RE 7ORTS Hurrica a Test Laboratory (TST 1527) #0224-0501-06 TAS 125 (UL 580-941) PRI Con,;truction Materials Technologies (TST-5878) NFAE-023-02-01 UL 580.06/UL 1897-042 1. UL 58 -94 test standards are equivalent to UL 580-06 test standards. 2. UL 18 7-04 test standards are equivalent to UL 1897-12 test standards. LimitatioPS: 1. ,Jnderlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1 2. ,Winimum slope to be compliant with Florida Building Code 2017 6« ed., and per with Manufacturer's installation reference. 3. roducts 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 S. , ire classification is not part of this acceptance. Shear diaphragm values are. outside this report. 6. upport framing in compliance w/FBC2017 6m 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. Certifi to of independence: Locke Bo den, P.E. does not have, not will acquire a financial interest in any company manufacturin��{t�i�� i 'ting products under th s evaluation. >>� Bow trrrr, Locke So►den, P.E. is not owned, operated, or controlled by any company, manufacturer, or ` ij i orq) J* r this report. �F 1 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 1 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel MINIMUM 2 FASTENERS Fastener.-#10x 1" AT LOCK SEAM Zinc Plated MTW Pancake Head ) CUT 112 SHINGLE ZEATE STAGGERED ERN DRIAN CRIMP GLES ) ) CRIMP SHINGLE LOCK SEAM t ) w t � O t a t w c 9"EXPOSURE