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Home My WebLink AboutPRODUCT APPROVALaQS Home 1ngN I Iker RegisOHom No[Top.¢ Submt SuNsrrye I sotsa"-C ; G briadons G'noous aa5site Map links Seerrh d°� r Product Approval SCANNED p I1SER: pubik Usa BY Red Arpmyal Menu> G udMApprmden5 mh>Ao01i(dcnU >ApphsaBaneepil St. Lucie County _ FL # F 5259-R28 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.mm Quality Assurance Representative Anal Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfessionalEngineer Evaluation Report - Nardcopy Received Florida Engineer or Architect Name who developed Robert Niernmen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contact Expiration Date 09/13/2021 Validated By John W. Knezevich, PE ?7 Validation Checklist - Mardcopy Received Certificate of Independence FL5259 R28 COI 2018 01 COI NIEMINEN odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/M 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 i Summ�ry of P ucts FL B Nodel, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Undedayments Limits of Use Installation Instructions Approved for use in HVHL• No FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R28.pdf Approved for use outside HVHZ: Yes Impact Resistant N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/At-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- R28.odf underlayment system (over concrete deck) for use under foam -on file systems (where Created by Independent Third Party: Yes the undedayment forms 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. Bark Next fn M:: 2601 Nair Stone Road. Taliah F1323 P ne: 850482-1824 11re State of Ronda k an AAIFM enp10 . C "right 2002-2013 SOW of Ronda.:: Privacy Statement:: Acrossibllity Statemerd:: RefuM Statement t0 a WbGChYVrds rNu do S eiet it ff r area licensee Pmduct Approral Aaapla ®®® i® im Credit Card Safe mownr r t - • f BpS Home logN i ILerR ytsbaEm H Topia ; Subm'sordiatge1 Stab a Fats I Wblimtians cirp us I ap5 sb MP e&atd, M ar � Product Approved USER: P,�,a Approval Menu > Rolutt or Anpliation S.h > Amliranpn ❑rt> Apojatim, papa FL* FL17022-R7 SCANNED Application Type Revision BY Code Version 2017 St. Lucie Count Application Status Approved y Comments 08/18/2017v. date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 0vaiidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOWDEN the 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. '�i Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # 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 Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other. Refer to evaluation report for conditions. Install the Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr Ddf 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" (R6) 0.032' Aluminum, 318" 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 odt Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes 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 Ddf 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.S Mechanical Seam' IRS) 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 240a ssr.0df 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 240a ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" IRS) 1.5' rib height, 16' wide, 0.032" aluminum, standingseam roof panel mechanically attached to 15/32" plywood or Wood Deck with dips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 11 FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr odf 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 17022.4 MECHANCIAL SEAM Installation method listed In this report and applicable code ALUMINUM ssr.0df sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 5 - "1 In. Nall Strip' IRS) I' rib height, 16" wide, 26 gauge steel, standing seam 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 TI FL 17022.5 1.0 N61LSTRIP ssr odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant" No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other. Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILS —TRIP ssr odf Created by Independent Third Party: Yes limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. 17022.6 6 - "1 in. Nail Strip' (R5) 1" rib height, 16" wide, 0.032' aluminum, standing seam roof panel mechanically attached to 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 6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +N/A/ -Table A Other. Refer to evaluation report for conditions and Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports limitations of use. Install the assembly in compliance with the installation method listed In this report and applicable code FL17022 R7 AE FL 17022.6 1,0 NAIL STRIP 0 032 ALUM ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.7 7 - "1.5 in. Nail Strip" (RS) 1.5' rib height, 19' wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr odf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Design pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's installation instructions. 17022.8 B - "EMAX Rib" (RS) 29 gauge steel, 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 II FL 177022.E EMAX Rib ssr odf 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 and FL17022 R7 AE FL 177022.8 EMAX Rib ssr odf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 -" PBR MAX' (RS) 26 gauge steel, 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 Approved for use outside HVHZ: Yes R17022 R7 II FL 17022.9 PBR RIB ssr.ndf 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 and limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf Created by Independent Third Party: Yes Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. ®F-� Ca d Us :: M Blair Store Ra xi. Tallahassee R 323 Phone: 858d87-1824 The Rate of nwida is an AA/EEO employer. Cwmieht 2807-2013 State of Rwida.:: wnecy Statement:: AaeWbifM Statement:: RAuM Statement email addreses are public na s. if yaw do ret want your a -mail address leased in � an a public -records rtquest, do zstaM, toedR uia ofioa by phone w' by traditimal mail. nrwu base arty gwattwa, pleat mnta¢BSO.ae].1395.-Nnatant to FIRM F`"�'a. I Palm City, Fl. 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 611320-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 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 Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" O.C. 8" O.C. 6" O.C. FASTENER SPACING (ALONG Panel width) 12" O.C. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report EMS93.01-450-18 OS/02/14 Test Report F3366.01-450-18 12/18/1s TAS 1254113 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL1897-04 is equivalent totest standard UL1897-„?f*Design pressure margin of. safety2.1 Locke Bowden, P.E. does not have, not will acquire a financial in oh a,�,� cq,�,,,,}},, .,q{rm fyfacturing or distributing products under this evaluation.��% P'TT Locke Bowden, P.E. is not owned, operated, or controlled by apy coApan mAilifi2tuA or distributing products under this report. "'.,� �`� 4 FI-17O22.1 5V C lip (26GA Steel), 24" Wide Roof F ; , A - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ad. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ad., 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 wfjurisdiction 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 6u, ad., 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. 3M* T� Dedc • ISW orgreater Plywood, or • Wood dank — Faste ers- #9x1.12'Mn. or 910x1.1rp Min. Pnrrafde A'forRow GV Qinp Roof Parel SPa1og and Design Pressures Hex Washer Head Wood Screws Panel Profile Nominal12" �� Nor O.C. O.C. ' Fasten ' g x f 1/2" Min. or #10 x 1_1/2^ Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel W+dth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -VVaod plank