The URL can be used to link to this page

Home My WebLink AboutProduct Approval E x $CIS Home Log In User Registration Hot Topics i Submit Surcharge j Stats&Facts Pubiic8tl iBrstaB BCIS Site Map ! Unks Search * Product 151 Approval fD v m USER:Public User p,a < rn �`r -�R s: Product dpproval Menu>Product or Applicatior:Search>Qppiieation List>Appliratlon Detail N K 9 FL# FL17443-R1 3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer 1 A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE,FL 34982 (772)4667-4040 �2 d kylewhite228@aol.com \ l I Authorized Signature Kyle Taylor kylewhite228@aol.com RE WED FOR Technical Representative CODE OMPLIANCE Address/Phone/Email COUNTY Quality AssuranceRepresentative STa LUCIE COUNTY Address/Phone/Email ROCC Category Roofing File COPY Subcategory Metal Roofing i1�a6� 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 EL17443 RI COI FL 17443 l A Taylor 2017 Code Eval Report with Details RS SS.PA Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 17,97 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 Summar y of Products_} ---•--------____._. ._ _._..._ —_ ----------- .___ ___.W_-_--_ FL# I Model,Number or Name Description 17443.1_ 5 V Crimp 26GA 1/2"rib height over 15/32"APA plywood .._.-.__-_ Limits of Use 'Installation Instructions Approved for use in HVHZ:No (f FL17443 RI II FL 17443 3 A Taylor 2017 Code Eval Report_ Approved for use outside HVHZ:Yes I v_iffh,QgLWjs RSSS.p—di Impact Resistant:N/A i Verified By: Locke Bowden,,P.E.49704 Design Pressure: +N/A/-129.25 Created by Independent Third Party:Yes i Other:-129.25 @ 6"o.c.-69.25 @16"D.C.margin of safety Evaluation Reports € 2.1 with 24"max:_coverage Install per manufacturers detail. FL17443 RI AE FL 7443 1 A Taylor 2 37 Code Eval Repotr Not for use.in HVHZ. with Details RSSS.p_f Created by Independent Third Party:Yes ; 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 FL17443 R3 11 FL 17443 3 A Taylor 2017 Code Eval Re Approved for use outside HVHZ:Yes with Details RSSSp�f 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 3 A Taylor 2017 Cade Eval Repor ed, Not for use in HVHZ. )with Details RSSS.pS f. Created by Independent Third Party:Yes Ilacir ':�,exl Contact Us.::2601 81air Stone Road..TallatiasseeFl 37399 Phone:050-487-1824 The State of Florida is an AA/EEO employer.jCMydr qht 2007.2013 State of Florida.::Edvocy Statement::Accessibility 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 pub l c-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 contact850.487.1395.*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: ® ER Credit Card Safe La's •.+.s 0 + 1! 302 Milton Drive Fort Pierce,FL 34962 _ (772)466-4040 Compliant with Florida Building Code 2017(61h ed.) Y 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'!:"rib at each panel edge and 1 fastener in the center of the panel,24"net coverage,26GA ASTM A792,G-50,AZ55,.018,SOksi min.over min.15/32"thick CDX plywood deck. Corrosion Resistant fastener#9-15 HWH with sealing 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 1017 6TM ed.Underlayment:See FBC Z0116'" ed.,Sec 1507 Table 1S07.1.1 "*Design Pressure: Spacing: -69.25 PSF 16"O.C. -129.25 PSF 6"O.C. 26GA ASTM A792,G-50,AZ55,A18,50ksi Victorian Crimp Shingle over 15/32"COX/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 ofprevious shingle.Deck slope 2,12 or greater and shall be compliant with FBC 2017'6T"ed,Underlayment:See FBC 2017 6t"ed.,Sec.1507 Table 1507.1.1 "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 JUL 580-941) PRF Construction Materials Technologies(TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-041 1. UL 580-94 test standards are equivalent to UL 580-06 teststandards. 2.UL 189,7-04 test standards are equivalent to UL 1897-12 test standards. Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6T"ed..see Chart 2507.1.1 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. S. Fire classification is not part of this acceptance. Shear diaphragm values are.outside this report. 6. Support framing in compliance w/FBC2017 61 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 financiafinterest in any company manufacturen 4{r�� iputing products under this evaluation. `%>A0 a0 wt,!hrrrr' Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or i qua rottdtr this report. ��'�+C �N�E '•� �� O• 0� seal N40. 9 .f FL ass 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 fastening12"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel MINIMUM 2 FASTENERS Fastener.#14x 1 t AT LOCK SEAM Zinc Plated MTW Pancake Head FIELD CUT 1.12 SHINGLE TO CREATE STAGGERED PATTERN t r VICTORIAN CRIMP SHINGLES VICTORIAN CRIMP SHINGLE. D LOCK SEAM p a x w I T EXPOSURE