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Home My WebLink AboutProduct Approval 3 BCiS Home Log In i User Registration Hot Topics € Submit Surcharge I Stats&Facts Publications i FBC Stag BCIS Site Map Unks i Search € Product Approval r - USER:Public User Product ApMrva[Menu>Product or Aoalicatibn Search>Apphcatian Us >Application Detail ONYt x„ FL. FL17443-R1 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer I A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE,FL 34982 (772)466-4040 kyiewhite228@aoi.com Authorized Signature Kyle Taylor File Copy kylewhite228@aol.com A*AW)�&3SI Technical Representative �Address/Phone/Email REVIEWED BODE COMPLIANCE OR Quality Assurance Representative ��a � CIE � ��U �� Address/Phone/Email i 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 FL17442 R1 COI FL 17443 1 A Taylor 2017 Code Evai Report with Details RSSS.pgf Referenced Standard and Year(ar"Standard) Standard Year TAS 125 2003 UL 1897 � 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i 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 �. ---------- FL# Model,Number or Name ;`Description ._... --..v_�._ _._ ...... �435 V Crimp 26GA 1/2"rib height over 15/32"APA plywood f.Use `Installation Instructions Approved for use in HVHZ:No FL17443 Ri II FL 17443 3 A Taylor 2017 Code Eval Repo Approved for use,outside HVHZ:Yes wi h Details RSSS.} Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 j 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. EL I7443 RI AE EL 17443 3 A Tayigr 0(7val ReRoLt j Not for use.in HVHZ. with Details RSSS.pdf Created by Independent Third Party:Yes 1 17443.2 VICTORIAN 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 171_17443 R3 II FL 174431 A Taylor 2017 Code Eval Repor Approved.for use outside HVHZ:Yes with Details RSSS,p.,Lif Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure +N/A/-105 Created by Independent Third Party:Yes Other:-105PSF margin of safety 2:1.Install per Evaluation Reports. manufacturer's details and in compliance with FBC 2017 6th !!!. FL17443 RI AE FL 17443 1 A Taylor 2017 Code Eyal Reggrt ed. Not for use in HVHZ. with Details 9SSS.pdf Created by Independent Third Party:Yes �ae!r '�exH Contact Us::2601 Blair Stone Road.Tallahassee EL 32399 Phoner 850-487-1824 The.State of Florida is an AAIEEO employer.,fgQynght 2007.2013 State of Fiori ::p iv Statement Accessibility Statemee*::$� r acv Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a pub lic-recotds request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail,if you have anyquestions,please contact.856.487.1395,*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,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 Chapter455,F,S., please-dick here., Product Approval Accepts: ®99 Credit Card Safe i • • . e11 N I MIRa • gib 302 Milton Drive Fort Pierce,FL 34962 (772)466-4040 e. a . r. t e . e a r e s ffi.... • e e e Compliant with Florida Building Code 2017(61h ed.) Compliant:with Florida Product Approval Rule#61G20-3 Compliant.Quality Assurance Program:PRi CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: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 A792,6-50,AZ55,.018,50ksl min.over min.15/32"thick COX plywood deck. Corrosion Resistant fastener#9-15 HWH with seating 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"),this attachment is to be used in.addition to. existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6T"ed.Underlayment:See FBC 2017 61" ed.,Sec..IS07 Table 1507.1.1 "Design Pressure: Spacing: -69.25 PSF 16,'.O.C. -129.25 PSF 6"O.C. 26GA.ASTM A792,G-50,A255,.018,50ksi Victorian Crimp Shingle over 15/32"COX/APA Plywood-attached to roof trusses. Corrosion Resistant Fastener#10 x r 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 I compiiantwith FBC 2017 6m ed,Underlayment:See FBC 2017 67"ed.,Sec.1507 Table 1507.1.1 j "Design Pressure: -105 PSF "DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:2 Reference Data: TEST REPORTS Hurricane Test Laboratory.(TST-1527) #0224-0501-06 TAS 125(UL 580-941) PRI Construction Materials Technologies(TST 5878) #FAE-023-02-01 UL 580.06/ULL1897-04z I.UL 580-941est standards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards ore equivalent to UL 1897-12 test standards. Limitations: 1. Underlayment to be compliance with current Florida Building Cade(FBC)2017 61 ed..see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6'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. 5. Fire classification is not part of this acceptance. Shear diaphragm values are.outside this report. 6. Support framing incompliance w/FBC2017 601 ed.,Chapter 22 Steel,Chapter 23 Wood and Chapter16 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 fPrianciatinterest in any company manufacturen�,1� T61,11%1puting products under this evaluation.. $0 W(!rt,,rr, Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or I ma ro 19;j r this report. .�` �� E. •� seal W. 9 fl4 ` �� pyi`�•to = . -�E .. SSA :�'•' P %,'Val . ",. . tj�,• '�r,;�SS 00) �,v 5 V Crimp Fastener-49-15 corrosion resistant w/sealing washers 24"coverage I I I 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 fasteninglTo:c. Panel.Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel MINIMUM 2 FASTENERS Fastener.•#10x l" tt AT LOCK SEAM Zinc Plated,MTW Pancake Head FIELD CUT 112 SHINGLE TO CREATE STAGGERED j PATTERN I l� . r VICTORIAN CRIMP SHINGLES i I i I ' k t : VICTORIAN CRIMP SHINGLE D LOCK SEAM,- s p x i w I 9"EXPOSURE