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Home My WebLink AboutPRODUCT APPROVAL4 mm'�' ii'T e, BCIS Rome Log In j User 11"Istradon M Y-11" ' SOIMI Surdlarge I Stats a Fads PUDikadons FBC sun K`5 Site Hap : unkc Searcn FILECOPl(db'r product Approval CONCEALED FASTENERS OR ATTACHMENTS USER: Public UserARE'THIE RESPONSIBILITY OF THE CONTRACTOR OR RECORD nroEurt p 1 M ctor A > Protloaolication ScarcF > Qg I'cut on Lis > gppliratlon pefell FL tl Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17443-RI Revision 2017 Approved J A TAYLOR ROOFING 302 Melton Drive FT PIERCE,FL 34982 (772)466-4040 kylewhite228@aol.com SCANNED BY St. Lucie County Kyle Taylor kylewhit¢e�228@aol. A-a-1—j6«_o-Zg8 L e 2 W-ti �Y� r- — A � ST. LUCIE COUI REVIEWED FOR PLANS AND PERMIT MUST BE KEPT J0B SITE OR NO INSPECTION(S) WILLO MADE Roofing Metal Roofing 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 J A Taylor 2017-jC-odp E al Report with Details RSSS.pd1 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 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT E4AY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. N 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 Summary of Products r-- FL A Model, Number or Name Description 17443.1 5 V Crimp 26GA 1/2" rib height over 15/32" APA plywood 1 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A M17443 RI II FL 17443 1 A Taylor 2017 Code Eval Repgrt with Details RSSS.pdf Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-129.25 Created by Independent Third Party: Yes Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety Evaluation Reports 2:1 with 24" max, coverage Install per manufacturers detail. Not for use in HVHZ. FL17443 R1 AE FL 17443 1 A Taylor 2017 Code Eval Repglt with Details RSSS.p f Created by Independent Third Party: Yes ' �17443.2 VICfORIAN 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 RI 11 FL 17443 1 A Taylor 2017 Code Eval RepQu with Details RSSS pdf Impact Resistant: N/A Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-105 Created by Independent Third Party: Yes Other:-10SPSF margin of safety 2:1. Install per Evaluation Reports manufacturer's details and In compliance with FBC 2017 6th FL17443 RI AE FL 174437 A Taylor 2017 [ode Eval Reppr Led. Not for use In HVHZ. — with Details R,9S5 pelf Created by Independent Third Party: Yes Back AeYI Cantact Us:: 2601 ehir Slone Road Tallahassee R 32399 Phone: 850-487-lsm The Stale of Florida Is an AA/EEO employer. Ssovnabt 2007-2013 State at Florida :: Privacy Statement :: AgIaLIblllty Statement :: Refund Statement Under Roddx law, email addresses are public records. If you do not want your e-mail address released in response he a wtdli records request do not send electronic ma8 to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Secoan 455.275(1), Florida staWtes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emad address it May have one. The emads provided may be used for official communication with the licensee. However email addresses am 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 hnre . Product Approval Accepts: M119FINERM zrCarih'ntrrulcs Fort Pierce, FL 34962 (772)466-4040 Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule q 61G20-3 CompliantQuality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 1504.3.2.1507 SV 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, AZ55, .01B, SOksi min. over min. 35/32" thick CDX plywood deck. Corrosion Resistant fastener ti9-15 H WH with sealing washers, metal to wood connections with fastener length to penetrate 5/26" throsubstrate. 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. BDx2" annular ring shank nails spaced W O.C. reroofing, 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 FBC 2017 6TM ed. Underiayment: See FBC 2017 0 ed., Seca 1507 Table 1507.1.1 —Design Pressure : -69.25 PSF Z67'O -129.25 PSF 26GAASTM A792, G-50, AZ55, .018, SOksi Victorian Crimp Shingle overly/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 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underlaymenp See FBC 2017 6T"ed., Sec. 3507 Table 1507.1.1 "•Design Pressure: -105 PSF OF2:1 Reference Data: TEST REPORTS Hurricane Test laboratory (TST-1527) #0224-0501-06 TAS 12S (UL 580.941) PRI Construction Materials Technologies (T5T-5878) OFAE-023-02-01 UL 590-06/UL 1897-041 1. U1580-94 teststandords are equivalent to UL 580.06 test standards. 2. UL 1897-04 test standards are equivalent to U1.1897-12 test standards. 1. Underlayment to becompliance with current Florida Building Code (FBC)2017 67" ad.. see Chart 2507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 60' ed., and per with Manufacturer's installation reference. 3. Products 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 engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance wIFOC2017 61" 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 manufacturi` ?(,JJJ$VP t Ing products under this evaluation. ``tt BOW Locke rrr Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or,� i w rotTi�$arA#r this report _•�rF:!�E��E •. �.. seal No• A W S�PSE� 5 V Crimp Fastener-#9-15 corrosion resistant w/sealing washers 24' coverage (Fastener: #9 x 15 corrosion resistant with sealing washers lin 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 AT LOCK SEAM ) CUT 1/2 SHINGLE REATE STAGGERED ERN ORIAN CRIMP GLES 9"EXPOSURE x D w O IL x Fastener.W10X 1" Zinc Plated MTW Pancake Head