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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFING 9-7-18B SCANNED BCiS Home Log In User Registration Hot Topics Submit Surcharge. Stats & Facts Publications FBC Staff s BCIS Site Map Links Search Product Approval Pii C7115 USER: Public User 57. LUCIE COUNTY Product Agprevai Menu > Product or Ag fication 5earrh > Apltlitation last > Application Detail BUILDING DIVISIO REVIEWED FL a FL17443-RI FOR COMPL NC Application Type Revision REVIEWEpp Y Code Version 2017 DATE 6117 PLANS AND PER IT Application Status Approved MUST BE KEPT ON OB OR NO INSPECTION WIL BE MADE Comments Archived THESE PLANS AND ALL PROPOSED WORK Product Manufacturer 7 A TAYLOR ROOFING Ae--it; SUBJECT TO MY CORRECTIONS Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 REQUIRED BY FIE1D•IMPECTORS THAT kylewhite228@aol.com f-AR BE NECESSARY IN ORDER TO COMPLY WITId ALL APPLICAME CODES. Authorized Signature Kyle Taylor kylewhite228@aoi.com CONCEALED FASS'SERS OFFI�- Technical Representative Address/Phone/Email ARE THE RESPONSIBILITY OF THE C0 I MC I OR OF RECORD 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. Validation Checklist - Hardcopy Received Certificate of Independence FL17443 RI COI FL 17443 ) A Taylor 2017 Code Eval Report with Details RSSS•Id Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL580 Equivalence of Product Standards Certified By Sections from the Code Year 2003 2012 2006 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 ___-___... _........ .......................I.....___._.._...... 17443.1 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" D.C. margin of safety 2:1 with 24" max. coverage install per manufacturers detail, Not for use in HVHZ. 17443.2 I 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. Description 26GA 1/2" rib height over 15/32" APA plywood Installation Instructions FL17443 RI II FL 17443 I A Ta,, I 201.7 Code Eval Report v_✓it_h._P_Esails RSSS.p�[ Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R1 AE FL 17443 1 A Taylor 2017 Code Eva] Re or v_ith 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 1 A Taylor 2017 Code Eval Repgjj with Details RSSS.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R1 AE FL 17443 ) A Taylor 2017 Code Evai Repo with Details RSSS.pdf Created by Independent Third Party: Yes IMEM Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32. Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Lgp_ylght 2007.2013 State of Florida.:: privacy Statement Accessibil& 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 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 determineif you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts, Credit Card Safe l Fort Pierce, FL 34962 (772) 466-4040 with Florida Building Code 2017 (61 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 d2, G-50, AZ5s, A1$ 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.G. reroofing, with less than 19/32" plywood (min.1S/32"), this attachment is to be used in addition to sting attachment, Deck slope 2:12 or greater and shall be compliant with FBC 2017 0 ed'. Underlayment: See FBC 2017 6TM Sec.1507 Table 1507.1.1 " Design Pressure: Spacin -69.25 PSF 16" D.C. -129.25 PSF 6" O.C. ASTM A792, G-50, AZSS, .018, 50ksi Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses. Won 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 shag be ►liant with FBC 2017 61 ed. Underlayment: See FBC 2017 6T" ed., Sec. IS07 Table 1S07.1.1 *Design Pressure: -105 PSF "DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1 Reference Data: Hurri ane Test Laboratory (TST-1527) #0224-0S01-06 PRI C nstruction Materials Technologies (TST-5878) #FAE-023-02-01 1. UL 80-94 test standards ore equivalent to UL 580-06 test standards. Z UL 897-04 test standards are equivalent to UL.1897-12 test standards. TAS 125 (UL 580.941) UL 580.06/UL 1897-042 Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 2501.1.1 Minimum slope to be compliant with Florida Building Code 2017 6« 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/FBC 2017 6t' ed., Chapter 22 Stee I, Chapter 23 Wood and Chapter 16 Structural Loading. This report does not imply warranty, installation, recommended product use outside of this report. ite of Independence: iwden, P.E. does not have, not will acquire a financial_ Interest In any company manufacturin8,pr,411i5iputing products evaluation. ��"''l� i�/Jn}'rrrrri den, P.E. is not owned, operated, or controlled, by any company, manufacturer, or �q rrptit+ui{rr this 4• 9 0� G" seal No � SIN P FLUK �1'11F4'SS 10N�P� ��.�. 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 VICTORIAN CRIMP MINIMUM 2 FASTENERS. Fastener.•#10x 1" AT LOCK SEAM Zinc Plated MTW Pancake Head CUT 1/2 SHINGLE REATE STAGGERED ERN ORIAN CRIMP GLES SHINGLE i C^ i LOCK SEAM .�.. p X k d Uj 04 9"EXPOSURE