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HomeMy WebLinkAboutPRODUCT APPROVAL3 K SCIS Home Log In i User Registration Hot Topics I submit Surcharge I Stats a Fans 1 Publications FSC Staff I BCIS Site Map Unk Search dbix 'yl gttpt ProductApproval ""' FILE COPY USER: Public Uur ProEuct Aeproval Menu > Produa or Agknnpl r, Stamh > Ag2UUt on UU > Application Detail FL k Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILITY OF THE OVOPICTOR OR RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Revision / C-'e � • V' O Imo^ ©� 2I 2017 `VVV �s ApproAl- LUCIE COUNTY BUILDING DIV7f?T�ily /i lbPt FTOlar m _ _ SITE OR NO INSPECTION g E KEPT pg 1 A TAYLOR ROOFING �) WILL ADE 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com SCANNED Kyle Taylor BY kylewhite228@aol.com St. Lucie County RE SU PLANS TO ANY CORRECTIONS ORK REQUIRED BY FIELD INSPECTORS THAT M.AY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Roofing Metal Roofing 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 Referenced Standard and Year (of 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 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 Summary, of Products FL Jf Model, Number er Name jt Description 17443.1 5 V Comp --- 26GA 1/2" rib height over 15/32" APA plywood Limits of use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I FL17443 R1 II FL 17443 3 A Taylor 2617 Code EvaI Reoor with Details RSSS pdf Impact Resistant: N/A 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" o.c. margin of safety Evaluation Reports i 2:1 with 24" max. Coverage Install per manufacturers detall. Not for use in HVHZ. FL17443 RI AE FL 17443 3 A Taylor 2017 Cade Eyal Repo¢ with Details RSSS.pd Created by Independent Third Party: Yes I _ 117443.2 VICFORIAN CRIMP SHINGLE 26CA 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 Approved for use outside HVHZ: Yes FL17443 RI 31 FL 17443 3 A Taylor 2017 Code Eval Report with Details RS, SS.p17j I Impact Resistant: N/A Verified By: Locke Bowden, P.E. 49704 1 Design Pressure: +N/A/-105 Created by Independent Third Party: Yes Other:-SOSPSF margin of safety 2:1. Install per Evaluation Reports manufacturer's details and In compliance with FBC 2017 6th ed. Not for use in HVHZ. _ F1 17443 R1 AE FL 17443 l A Taylor 20 t7 Code Eval go with Details RSSS.pdf I Created by Independent Third Party: Yes — Contact Us:: 2601 Blair cone Road Tall h .ee FL 32399 Phone: 650-482-1824 The State of Ftodda IS en Aa/E[d employer. $7ygMaht 2o0J-2013 State of Florida :: PfWTN Satement :: arcez4bIIIN <tatemee* :: Refund Statement Under Ronda law, email addresses are public records. If you do net want your ¢-mail address released In response to a publlo-records request, do not send electconic mail to "a entity. Instead, Contact the office by phone or by traditional mail. If yW have any questions, please contact 850.487.1395, "Ptirsuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparionlent wiN an email address, If they have one. The emalls provided may W used far Idal communication MN the loreme. however email addresses am Wblic record, If you do not wish to supply a personal address, please provide the Detainment with an email address which on be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . product Approval Accepts: r-MW9®^QM" Credit Card Sale Fort Pierce, FL 34962 (772)466-4040 Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule # 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, 266A ASTM A792, G-50, AZ55, .028, 50ksi min. over min.15/32" thick COX plywood deck. Corrosion Resistant fastener #9-15 H WH 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 V 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 campliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 6T" ed., Sec 1507 Table 1507.1.1 ••Design Pressure: Spacin -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. 266A-ASTM A792, G-50, AZ55, .016, SOksi Victorian Crimp Shingle overly/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 Insetted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 6THed., Sec.1507 Table 1507.L1 **Resign Pressure: -105 PSF 1ill�li!%:fa�19:1-IICl�i9 J?•lll:1/]9�i Reference Data: TEST REPORTS Hurricane Test Laboratory(TST-1527) #0224-0501-06 TA5125(UL 580-941) PRI Construction Materials Technologies (TST-5878) OFAE-023-02-01 UL 580-06/UL 2897-04t 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. Limitations: 1. Underlayment to becompliance with current Florida Building Code (FBC)2017 6TH ed.. see Chart 2507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 61" ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G26-3. 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/FBC201761Ted., 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 manufacturinip f, fiftuting products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufa report. 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"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 i"JLLJ I I SHINGLE I � LOCK SEAM U) W. I- -I 9"EXPOSURE Fastenen#10 x 1 " Zinc Plated MTW Pancake Head