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HomeMy WebLinkAboutPRODUCT APPROVAL9 ' - VP'� RE(1F1VgO APR p,9 /B IN aCIS Home Log In User Registmtlon Not TOPirs SUWnrfji�plgeeZ Stats & races ' PopliwUona FBC Stan '. aC15 SI[e Map Links Search St, �uCie CCU ty e0f Product �GANNE© �i pSER: Public PmGtirt dPi{L ld Menu > PIOA4Ct GY Ap-li� 2�> Aft iCJ lOn li Ap IrdtlnA llMp /: APProval FL Ar - — 0 es- FL17443'-Rf Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer AddmWPhone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method J A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Kyle Taylor kylewhite228@aol.com Roofing Metal Roofing BY St. Lucie County 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 ) A Taylor 2017 Code Eval Report with Details -RSSS,Rdf _ _ 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 17443.1-.._.__.. 5 V Crimp Method 1 Option D 01/24/2018 02/14/2018 62/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129.25 Other.-129.25 @ 6" o.c. -69.25 @16"o.c. marginof safety 2;1 with. 24" max. coverage Install per manufacturers detail. Not for use in HVHZ. Description 26GA 112" rib height over 15/32" APA plywood with Details RSSS pdfi Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports EL17443 RI AE FL 17443 -A Taylor 2017 Code Eva] RepS,11 with Details RSSSpdf CreatedbyIndependent Third Party: Yes 17443.2 I VICfORIAN CRIMP SHINGLE 126GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER j CDX/APA 15/32" PLYWOOD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-105 Other:-105PSF margin of safety 2:1. Install per manufacturer's details and in compliance with FBC 2017 6th ad. Not for use in HVHZ. Installation Instructions FL17443 Rl II FL 17443 1 A Taylor 2017 Code Eyal Report with Details RSSS.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 17443 I A Taylor 2017 Code Eyal Repglj with Details RSSS.pdf Created by Independent Third Party: Yes l®E®I contact Us :: 2601 their Storm Road, Tallahassee n 32399 Phone: 850-a87-t824 The State of Floroa is an Aa/eeO employer. Coffeapht 2007-2013 State of Honda. :: privacy Statement :: Accessibility Statement :: lignend Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publioremrds req me t, do not Send electronic mail to this entity. Instead, contact the peke by phone or by traditional mall. If you have any questions, please contact 850.487.1395, `Pursuant to Section 455.275(1), Flanda 5tatums, effective October 1, 2012, ficenrees licensed under Chapter 455, FS, must provide the Department win an email address if they have one. The mails provided may be used for omaal communication with the licensee. However email addresses are public record, if you do not wish to supply a pesmwl address, please provide the CaRriment with an email address whici On be made available to Me public. To determine if you are a baensee under chapter 45S, F.S.; please dick jl�. Product Approval Accepts; WE Ed a a .St'CL1rlIS',tt1T'It 1C"ti Fort Pierce, FL 34962 (772)466-4040 Compliant with Florida Building Code 2017 (61" ed.) Compliant with Florida Product Approval Rule 0 61G20.3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections:1504.3.2. IS07 SV Crimp thru fastened %" rib at each panel edge and 1 fastener in the center of the panel, Z4" net coverage; 26GA ASTM A792, G-50, AZSS, .016, 50ksj min. over min.15/32" thick COX plywood deck. Corrosion Resistant fastener tt9-15 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.1S/32"), this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shalt be com liam with. FBC.2017 6TM ad. Undedayment: See FBC 2017 6" ed., Sec 1507 Table 1S07.1.1 n Pressure: Spadn F!'"Desi -69.25 PSF 16" -129.25 PSF 6" O.C.O:C. Z6GA ASTM A792, G-50, AZ55, .01B, SOksi Victorian Crimp Shingle over 15/32" 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. Underiayment.See F8C 2017 67Hed., Sec 1507 Table 1507.1.1 '•Debi n Pressure: 10Sp PF vaugrj Reference Data: TEST REPORTS Hurricane Test Laboratory M7-1527) #0224-0501-06 TAS 125 (UL 580-941) PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL580-06/UL 1897-042 1. UL 580-94 teststondards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. u 1.� VUnderiayment to be compliance with current Florida Building Code (FBC)2017 0 ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2027 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/jurisdictionis allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing incompliance w/FBC2017 611 ed., Chapter 22.Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. Thisreport 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 manufacturinie(t1,10iputingproducts under this evaluation. `t`0ti �pwpt�hhrrrr, Locke Bowden, P.E a not owned, operated, or controlled by any company, manufacturer, or-t i�iigg am— P4 v� %er this report. •. �' A0 Qi ,• S.iPSE P••. FLOP 0 �.... 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 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 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 w Fastener,#t10 x I" Zinc Plated MTW Pancake Head