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Home My WebLink AboutProduct Approval D: ��^et►t u f ., t� €' i pecR►1��91ee1� t a � 111�v - iH % BCIS Home Log In User Registration Hot Topics Submit Surcharge t.. &Facts Publications ' FBC Stag„ BCIS Site Map Unks Search. t t 1C z Product Approval USER:Public User Producct AqqMjai Menu>Product oe Apoliwtion Search>Qppiication List>Application Detail FL# FL17443-R1 �n Application Type Revision Code Version 2017 Application Status Approved Comments Aichived Product Manufacturer J A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive IF PIERCE,FL 34982 (772)466-4040 g kylewhite228@aoi.com 1 q ID Authorized Signature Kyle Taylor �� g, r6� kylewhite228@aoi.com JJ Technical Representative Address/Phone/Email RE WED FOR Quality Assurance Representative GOD IO �P L'A N C E Address/Phone/Email .per+ ■/�_ !YI /�►f�l S 7 u LUCIE COUNTY Category Roofing B®C C 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 R1 COI FL 17443)A Taylor 2017 Code Eval Report with Details RSSS.P-df 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 02/14/201& Date Pending FBC Approval- 02/17/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description _. ---- -------- , 17443.1 5 V Crimp 26GA 1/2"rib height over 15J32 APA plywood Limits of Use Installation Instructions- Approved for use in HVHZ:No F117443 R1 11 FL 174431 A Taylor 2017 Code Eva[Repa-r Approved for use outside HVHZ:Yes wflh Deta±is RSSS.O Of Impact Resistant:N/A ' Verified.By: Locke Bowden,P.E.49704 Design Pressure: +N/Af-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. FL17443 RI_AE;�EL17443 I,4 Taylor 2�317 Code Evai Re opt i Not for use.in HVHZ. with Details RSSS,pdf Created by Independent Third Party:Yes i 17443.2 VICTORIAN CRIMP SHINGLE Y 26GA 1J2'RIB PANELS LOCK INTO PREVIOUS PANELS;OVER i CDX/APA 15/32 PLYWOOD . Limits of Use Installation Instructions Approved for use in HVHZ.•No F 17443 R1 II Ft 17443 1 A Taylor 2017 Code Eva!Repot Approved for use outside HVHZ:Yes l with Details RSS5 p i Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-10S Created by Independent Third Party:Yes Other:-105PSF margin of safety 2A.Install per. Evaluation Reports manufacturer's details and in compliance with FBC 2017 6th FL17443 R1 AE FL a 7443 J A Taylor 2017 Cade Evai Rep�E( ed. Not for use in HVHZ. with Details RSSS.piif Created by Independent Third Party:Yes El x7 contact'Us::260Y.8(air Stone Raad,.Tallahassee FL 32399 Phone:850-487-1824 The:State of Florida is an AA/EEO employer. o y6ght 2407.201.1 State of Florida..::Privyry Statement:-:Accessibi&StoLemer)t::Refund Statement ` Under Florida law,email addresses are public records.If you do not want youre-mail address released In response to a public-records request,do not send electronic mail to this.entity.Instead,contact the cfflce 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 Chapterr4s5,F.S.-must provide the Department with an email address if they have one,The emalls provided may be used for official communication with-the licensee.However email addresses are pubiic.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 Chapter45s,F.S., please,dick heri. Product Approval Accepts: Credit'C&rd Save all 301 Milton Drive Fort Pierce,FL 34962 (772)466-4040 Compliant with Florida Building Code 2017(bin ed.) Compliant with Florida Product.Approval Ruled 61G20-3 Compliant Quality Assurance Program:PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections:1504.3.2,1507 will• + #• o •. • R a• p 5V`Crimp thru fastened W1 rib at each panel edge and 1 fastener in the center of the panel,24"net coverage,20GA ASTM A792,6-50,AZSS .018,Wks min.over min.15/32"thick CDX plywood deck. Corrosion Resistant fastener#9-15 HWH with sealing washers,metal to wood connectionsi 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".annuiar ring shank mails spaced 6"O.C.reroofing,with less than 19/12„plywood(min.1S/M"),this attachment is to be used in.addition to existing attachment. Deck slope 2:12 orgreater and shal[be compliant with F8c.2017 67"ed.Underlayment:See FBC 20116T" ed.,Seca IS07 Table 1507.1.1 "Design Pressure: Spacin -69.25 PSF 129.25 PSF 26GA ASTM A792,.G-50,AZ55,'.018,50ksi Victorian Crimp Shingle over 15/32"CDX/APA Plywood attached to roof,trusses. Corrosion Resistant Fastener#10 it 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 6"lli ed.Underiayment:See FBC 2017 6T"ed.,Sec..1507 Table 1S07.1.1 Design Pressure: __105 PSF�� "DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF2:1 Reference Data: TEST REPORTS Hurricane Test La boratory.(TST-1S27) #0224-0501-06 TAS 125(UL 580-941) PRi Construction Materials:Technologies(TST S878) #FAE-023-02-01 UL 580.06/UL 1897-041 1.UL 580-94 test standards are equivalent to UL 580-06 test standards. 2.UL 1897-04 test standards are equivalent to UL 1897--12 test standards. Urnitationsi 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 67H ed...see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6th 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 w/FBC.2017 611 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 manufacturin��{y�l��i�uting products under this evaluation.. 0% rtti << $0 w�} ��% Locke Bowden,P.E.is not owned;operated,or controlled by any company,manufacturer,or I m rosTt ulr4er this report. ` � 1E 'r seal 140•Ag v •tut �,�tFFS S l O IN P�"".�'?. C 5 V Crimp Fastener-#9-15 corrosion resistant w/sealing washers 247coverage Fastener:#9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 150.7 Perimeter fastening: 6"o.c. Main Field fastening12"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 Ptated,MTW Pancake Head FIELD CUT 112 SHINGLE TO CREATE STAGGERED PATTERN 8 n ems' a VICTORIAN CRIMP SHINGLES y 4 f3<3# i VICTORIAN CRIMP SHINGLE p � LOCK SEAM q a 9"EXPOSURE