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Home My WebLink AboutPRODUCT APPROVALBusiness & Professional Regulation ra BOS Home I lag in I User Regislabon I Hot Topla Submit Surcharge SWI,s a Fats PubliraHons I MC stall 8055ite Map I Links search Rori r al Product Approval pooch USER: Public User 6k��+vrvrlgc� Product Appwal Menu > Produd or Aoplicstion Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17022-R7 Revision 2017 Approved 08/18/2017v. date reapply 08/21/17 O Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@emfab.net Roofing Metal Roofing Q.SCByNE® .LUCie Coppte `Y Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R7 COI FL 17022.1 5 V CRIMP ssr pdf Staunciar Year ar Tpp 12 COP20 3 Uy3�580 ,' L Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # I Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2 - "SV Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 IT FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odj Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704' Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr pdf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3 - "1.5" Mechanical Seam" (RS) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions. Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24aa ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24gassr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with to FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM Installation method listed in this report and applicable code ALUMINUM ssr.odj sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 15 - "1 in. Nail Strip" (RS) I p1" rib anelfasteners.mechanically height,gauge hanally attached to 15/32" standing e plywood or wood deck with Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Palm City, FL 34990 Compliant with Florida Building Code 2017 (6" ed.) Compliant with Florida Product Approval Rule # 611320-3 Compliant: Keystone Certifications Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. See Fastener attachment specifications above i Lnstall Details: Table A Allowable Loads MNIETHQD¢1 3I METHOD 2 METHOD 3 METHOD 4 jl�QESLG PRESSURE* <,_ _4 _ -$6 PSF -93.5 PSF -102 PSF -228 PSF :ROW 5Pl1CING 16"'o c " 16" ox. 8" O.C. 6" ox. FASTENER=SP�ACING`(ALONG°Panel W dth)O' 112" o `12" ox. 12" ox. 12" ox. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHrrEcruRAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report 115893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897--04 is equivalent to test standard UL 1897-%, I R *Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial in- r afacturing or distributing products under this evaluation. �. • ' Locke Bowden, P.E. is not owned, operated, or controlled by air coinpa((tilpm5fd3fatturer, or distributing products under this report. 51 :(1:1:A FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6M ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. 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/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. #9x1-112'Min. or #10 x 1-L2' Min. perIIW A" rel ROW SV Camp Roof Pa I Spacing and Design Pressures Hex Washer Head Wood Screws DedC -14132° or greater Plywood, or - Wood plank 24' 3V Panel Overlap P el P oflk Nominall2" Nominall2" O.C. o.c. Fasten Y9 x 1-1/2" Min. or #10 x 1-1/2" Min, per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Length Deck-15132" or greater Plywood, or -Mod plank PLCAIp4pp0Ag1M8MGF k oePRMoxr •sour oePA- oeraomsloxs coM•CT.paM Florida opr� I � Product Approval p USER: Public User 6=0 Product Aoomval Menu > PmduR or AOMIC ton Search > Aoolicatlon Us > AppilmHon Detail FL k Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Pfibne/Email Category Subcategory Compliance Method FL5259-R28 Revision 2017 Approved 0 POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1378 Ext 242 alender@polyglass.com Apel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass: com Apel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PE Z Validation Checklist- Hardcopy Received Certificate of Independence FL5259 R28 COI 2018 01 COT NIEMINEN.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 - 1 ASTM D4798 0 . ASTM D6164 to oll ASTM D6222 201T, FM 4474 2011 FRSA/TRI April 2012 2012 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 Date Pending FBC Approval - 01/30/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R28 If 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R28.pi f Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Zj 28.pdf underlayment system (over concrete deck) for use under foam -on tile systems (where the Created by Independent Third Party: Yes underlayment fors part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-482-1824 The State of Flodda is an AA/EEO employer. Copyright 2002-2013 state of Florida.:: Privacy statement :: Accessibility statement :: Refund Statement Under Florida law, email addresses are public remmls. 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 mail. 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