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Home My WebLink AboutProduct Approval ! BCIS Home is Log In I User:Registration Hot Topics 1Submit Surcharge,j Stats&Fags Publications FBC-Staff - SCIS,Site Map Links : Search UQ s, a . Product Approval - nt USER*'Public User RECEIVED Product Agpraval'Menu>Product orAgoticat ar.Saarcfi>Apgikation.Cis[>Application Detail MAR I� 'A �jo2o IY AR 1L L # FL# FL17443-RI ST. Lucie County, Permitting ``�`"` Application Type Revision Code Version 2017 Application Status Approved, Comments Archived Product Manufacturer I A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE;.FL 34482 (772)466-4040 kylewhite,228@aol.com �� —D Authorized Signature Kyle Taylor � �� kylewhite228@aol.com CO"WE COMPLIANCE Technical Representative Address/Phone/Email To L U C I EU NN' ' Quality Assurance Representative ® �L/% - Address/Phone/Email /(� bo Zp Category Roofing Subcategory Metal Roofing File tL Compliance MethodEvaluation Report.from a Florida Registered Architect or alicensed Florida Professional Engineer Evaluation Report-Hacdcopy'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 7 A Taylor 2017 Code Evai Report with Details RSSS.P Referenced Standard and Year(of Standard) Standard year TAS.125 2003 UL 1897 2.0.12 UL580 2006 Equivalence of Product standards Certified By Sections from the Code f 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 Summa of Products FL# Model,Number or Name ;Description __-_•— _�—___ __._..M�_____ _ _ 17443 1 5 V Crimp 26GA 1J2"rib height over IS/32"APA plywood Limits of Use Installation Instructions Approved for use in HVHZ:No f_L17443 RI II FL 17443 3 A Taylor 2017 Code Eval Report Approved for use outside.HVHZ:Yes With Details RSSS.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-124.25 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 R1 AE Fl-17443 3 A Taylor 2f7 Code Eval Repg j Not for use in HVHZ. 1AAh Details RSSS.g Created by Independent Third Party:Yes 17443.2 VIGTORIAN CRIMP SHINGLE 26GA 1/2"RIB-PANELS LOCK INTO PREVIOUS PANELS;OVER CDX/APA 15/32"PLYWOOD s-Limits of Use — W Installation Instructions Approved for use in HVHZ:No FL17443 R1 II FL 11443 3 A Taylor 2017 Code Eval Repor Approved for use outside•HVHZ:Yes 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:-105PSF margin of safety 2:1. Install per. Evaluation Reports. manufacturer's details and in compliance with FBC 2017 6th FL17443 R1 AE FL 17443 1 A Taylor 2017 Code Eval R port ed. Not for use in HVHZ. with Details RSSS.pd_f Created by Independent Third Party:Yes - 17�ek '.�sex1 Contact Us::2601 Blair Stone Road,TallahasseejL 32399 Phone:850-487-1824 The State.of Florida is an AA/EEO employer.Copvnght 2007-20135tate of Florida ::Rdvary 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 public-records request,do not send electronic mail to this.entity.Instead,contact the office by phone or by traditional mall.Ifyou'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 emalls provided may be used for etfical communication with the licensee.However email addresses are public record.Ifyou 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,RS., please dick here.. Product Approval Accepts; Credit Card Safe 302 Milton Drive Fort Pierce,FL 34962 (772)466-4040 o x . ' •r � t • a a i00 3t • '♦ ` so Compliant with Florida Building Code 2017(6"'ed.) - Compliant with Florida Product Approval Rule R 61G20-3 Compliant Quality 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,AZSS,.018,50ksi min.over min.15/32"thick COX 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,r-of panel edges. Min.8Dx2"annular ring shank nails spaced 6"Q.C.reroofing,with less than 19/32"plywood(min.1S/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 67"ed.Underlayment:See FOC 201161 ed.,Sec 1507 Table 1507.1.1 "Design Pressure: Spacing: =69.25 PSF 16"O.C. -129.25 PSF 6"O.C. 26GA ASTM A792,G-50,AZSS,.018,50ksi Victorian Crimp Shingle over 15/32"COX/APA Plywood attached to roof trusses. Corrosion Resistant.Fastener#10 x P'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 6T"ed.Underlayment:See FAC 2017 V14 ed.,Sec..1507 Table.1507.1.1 "Design Pressure: -105 PSF "DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF21 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/UL 1897-041 1.UL 580-94 test 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 Code(FBC)2U17 67"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 61620-3. 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 in compliance w/F8C2017 6`h 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�4{r '11%1 uting products under this evaluation. s� rr/i •''` 80W/} ��,,, Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer;or I W rwiy tir{r er this report. `.,``VE E '.• v. 9 seal 10 f� 110, �- ✓ ovFLO •412 P "'4,4 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 I 2"o.c. . Panel Width: 26" Panel Coverage: 24"maximu,m 26 GA Architectural Metal Roof panel l _ MINIMUM 2 FASTENERS Fastener#10x 1" AT LOCK SEAM Zinc Plated VTW Pancake Head FIELD CUT 112 SHINGLE TO CREATE STAGGERED PATTERN Fu VICTORIAN CRIMP SHINGLES i _I t E VICTORIAN CRIMP SHINGLE..:. P � LOCK SEAM .m Cf)' - 0- x I w 9"EXPOSURE