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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page I of 2 W"t 5CIS MO.. Wit 1. 1 Us., Registration H.t Topla Submit SumhaMe Stats & Fa= Publications contact Us BCIS Site Map � Unis Seamh Flodda 90 Lill Product Approval SGANNEL) USER: P.1,11c Us., E db rO BY �=Uap Pmdud Approval Mew > product, St. LUde Couritiv lication Detail FL # FL5259-R28 FILE COPv, Application Type Revision Code Version 2017 REV EWED FOR Application Status Approved CODE COMPLIANCE Comments ST. LUCIE COUNTY Archived 13OCC Product Manufacturer POLYGLASS USA Address/Phone/Emall 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/Emall 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Quality Assurance Representative Arlel Lender Address/Phone/Emall 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 Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W. Knezevich, PE R Validation Checklist - Hardcopy Received Certificate of Independence FL5259 R28 COI 2018 01 COI NIEMINEN.od 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/TRJ April 2012 2012 https://www.floridabuilding.org/pr/prLapp_dtl.aspx?param=wGEVXQwtDqvbSqAaZp3Crk2vS�/�... 5/31/2019 Wi 512019 Florida Building Code Online UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I 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 Prod cts FL # Model, Numbar"or Name Description 5259.1 1 olyglass Roof Underlaymen Limits of Use Approved for use in HVHZ: No \ In%llation Instructions 52 R78 TI 2018 01 FIN4 ER PQLYGLA95 UNDERLAYMENTS FL5259- R28.pdf n PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Ws_� Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular Evaluation Reports FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMEWS FL5259- R28.pc!f underlayment system (over concrete deck) for use under foam -on tile systems (where the Created by Independent Third Party: Yes underlayment 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. FR..�- __j k FHcwt contact Us :: Z601 Blair Store Road, JhlIaha.ee R, 32399 Phone- 85�7-1824 The Scale or Flonda Is an WEEO employer. CoPV0Qht 2007-2013 Stale of Florida. :: privacy Statem. :: Accessibility Statement :: Refund Shatom.� Under Florida law, email addresses am public records. If you do not want your e,mall address released In response W a PublIc-haterds request, do not send electmnic mail to Unis entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contmt 850.487.139S. *Nmuant W Section 455.27,5(1), Flonda Stitutes, effective Ocrater 1, 201.2, licensees licensed under Chapter 455, F.S. must provide the Deparlarnent with an email address If they have mue. The e 'Ils provided may be used for official communication with the licensee. However emall addresses am public record. If you do not wish ta supply a personal address, please provide the Deparionent with an email address which can be made available to the publlc� To determine If you am a licensed under chapter 45S, F.S., please dick here Product ApPm"I Attains: f3 Credit Card safe https:lhvww.loddabuilding.org/prlp�-app—dtl.aspx?param---wGEVXQwtDqvbSqAaZp3Crk2VS�/�2feqOlipjymlSimlPV6uypRuXszPog%3d`/�3d 2/2 iJ412D19 Florida Building Code Online -f 7,77, 77 i,7, BY P� " 0110 ANNED St.LudeCOUnty B=Ho.e ixg in U.Tlegl�nl.n H.tTopia; SubfftSuha,9e I Sb,,,&Facbi publiotuon C..MaUs 13CISSReMap I Unks I S.rch 1 Oven mduct Approval pi r -p SER: Public tl�r Eroquct&qgm� > EMduq_oLAp > Ap > Application D�ll 610 FL FLI7022-R7 Application 7ype Revision Code Version 2017 Application Status Approved FI Ng I wEL CODE COMPLIANCE ST. LUCIE COUU qTY BOCC 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 fivalidation@yahoo.mm Authorized Signature Richard McKuhen fivalidation@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/rmail Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardoopy 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. I Validation Checklist - Hardoopy 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 ssrpdf Standard TAS 125 UL 1897 ULS80 Y-eAr 2003 2012 2006 Sections from the Code https-jiwww.fior'idabuilding.org/prip�-app_o.aspx?param--wGEVXQWtDqv2aBQpHpQQe6tMZMkUEoR0/�2bGxHGxFe5QkCHzEqvOQveeg�/�3d*/�3d 113 2/412019 Product AppmVal Method Date Submitted Date Validated Date Pending FBC Approval Date Approved (R6) Limits of Use Approved for use in HVHZ: No ,Approved for use outside HVHZ: Yes rhqLact Resistant: No Florida Building Code Online Method 1 Optian D 08/18/2017 08/25/2017 08/28/2017 Other: Refer to evaluation report for conditions. 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. 17022.2 12 - "5V Crimp" (116) 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.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. 26 GaUgh steel, 3/8' rib height, 24- wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with instructions Verified By: Locke Bowden, RE. 49704 Created by independent Third Party: Yes Evaluation Reports F1 17022 R7 AE FL 17022.1 S V CRIMP ssrpdf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21- Wide lapped roof panel, mechanically attached to 15/32" Plywood or Wood Deck with exposed fasteners installation instructions FI 37022 R7 11 FL 12022,2 5 V CRIMP 0.032 ALLU ssrpd—f Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.022 6LUM s5arl;Iff Created by Independent Third Party: Yes 17022.3 3 - "1.5" Mechanical Seam" (R5) 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 F! 17022 R7 IT FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24 A-5—srgdf Impact Resistant: No Verified By: Locke Bowden, RE. 49704 Design Pressum +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation Fl 17022 R7 AE FL 179223 1.5 MECHANICAL method listed In this report and applicable code sections of seam 24 a_jar.pdf FBC. Refer to manufacturer's InstaTlation Instructions. Created by Independent Third Party: Yes 17022.4 �1-5" Mechanical Seam" (115) 1.5' rib height, 16" wide, 0.032" aluminum, standing seam mof 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 FI 17022 R7 11 FL 12022.4 MECHANC16L 5EA Approved for use outside HVHZ: Yes ALUMINUM ssr.pd Impact Resistant. No Verified By: Locke Bowden, RE. 497G4 Design Pressure: +N/Al-Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FIL 17022.4 MECHANCIAL SEAM listed in this report and applicable code sections of ALUMINUM ssr.pd method FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.5 5 - -1 In. Nall Strip- (R5) I- rib height, 16- wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck With fasteners. I Limits of Use Approved for use In HVHZ: No Approved for me outside HVHZ: Yes 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 installation Instructions FL17027, R7 11 FL 17022,5 1,0 NAILSTRIP SsLllfff Verified By; Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 170:!2.5 1.0 NATI-STRIP 5sr.Pdf Created by Independent Third Party: Yes https:llwww.flohdabuilding.org/prlp�_app_Otl.aspx?param--wGEVXQwtDqv2aBQpHpQQe6rMZMkUEoR`/*2bGxHGxFe5QkCHzEqvOQveeg�/*3d�/`3d 2J3 24/2019 Florida Building Code Online method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. T 17022.6 6 - "I in. Nail Strip" (RS) I" rib height, 160 wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Limits of Use Approved for use In HVHZ: No Installation Instructions FL17022 R7 11 FL 17022.6 1.0 NAIL STRIP 0.932 ALUM SSr.pdf Verified By: Locke Bowden, RE. 49704 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Retsistant: No Design Pressure: +N/Al-Table A Other: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL1 7022 R7 AE FU 17QZ2 6 1.0 NAIL. STRIP 9.92-2 ALUM ssr.&I method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. I Created by Independent Third Party: Yes 17022.7 7 - 111.5 in. Nail Strip" (RS) 1.5" rib height, 19' wide, 26 gauge steel, standing seam mof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL17022 R7 IT FL 17022.7 1.5 Nail StnP-zftQL-§iW—df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations Evaluation Reports FL170 2 R7 AE FL 17022.7 1.5_Naj1 Strip 26GA_-aSr-.Pdf Created by Independent Third Party: Yes 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. 17022.8 8 - -EMAX Rib- (RS) 1 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL17022 R7 II FL 177022-8 EMAX Rib ssradf Verified By: Locke Bowden, RE. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations Evaluation Reports FL17022 R7 AE FL 177022.8 E AX Rib ssrpdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. I 17022.9 — 9 - " PBR MAX' (RS) 26 gauge steel, lapped roof panel mechanically attached to 15132" plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZz Yes Impact Resistant: No Installation Instructions FL17022 R7 11 FL 17022.9 PBR RIB ssr.pLf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pires�sure: +N/A/ -Table A Other: Refer to evaluation report forcanditions and limitations of use. Install the assembly In compliance with the installation Evaluation Reports FL17022 R7 AE FL 17022.9 PER RIB ssr.pdf Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. E� ED contact U :: 2601 Biel, Ston. Read. F1 32399 Phone, 850487-1824 The state of Florida is an AAJEM eniployer. Cm)VflQht 200-2013 state of Florlda� :: Pdvagv Statennen :: AcceSsbililtY Scaterne :: Refund Statemen Under Horlda law, email addresses am public records. If you do not want your e-mail acickess relMed in nespome to a pubik-records mquest, do not send electron1c mail W ffii� entity. Instead, conWct Ube office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. *Pursuact to section 455.275(l), Florida statutes, effective Oetcber It 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. 'The emails provided may be used for official mm,namicclim with Ube Him.. However email addresses am pubIlc record. If you do not wish W supply a personal address, please provide, the Dersumment with an wall addness which can be made available to the public. To detemnine if you am a licensee under chapter 455, F.S., please dick here . Pmduct Approval Accepts: Credit Card Safe https:iAwm.floridabuilding.orgiprlpr�.appjfl.aspx?param--wGEVXQwtoqv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEqvOQveeg%3dOlo3d 3/3 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6t' ed.) Compliant With Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications strength: 50 ks! min.; Attached to min. 15/32" piywo_90r wood Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener I (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 specirications above install Details* Table A Allowable Loads METHOD I METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURV -86 PSF -93.r, psF -101 PSF -228 PSF ROW SPACING 16" D.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 R—O #10 #10 Reference Data: ARCHIT ECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report D15893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22114 *EQUZVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1� Vesign pressure margin of safety 2:1 1 -.11 �i-Lu-w Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by E report. X U. r.'() during or distributing products (#O)nA%afaatur;P, r _stributing products under this 9 — - to AL FL17022.1 5V Crimp (26GA Steel), 2,V'Wide Roof Panel -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 611, ed., and per with Manufacturers installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: I-D 4. Engineering analysis fbr "project specific approval by local authorities wrJurisdiction 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 6t' 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. — Fasteners - #9 - WX Min. or #10.1-1/2'Min. parlablaA'forRow 5-V Crimp Roof Panel Spacing and Design P�MS HexWasher Head Wood Screws 247 318" Panel Overlap Panel Profile 12" Nominal 12" D.C. I D.C. Fasten _#_9 —xi-1/2"Min. or #10 x 1-1/2" Min. per Table"A" Hex Washer Head Screw Spaced 12" D.C. across the Panel V'Adth Refer to Table W for Spacing Along Panel Length Deck- 15/32" or greater Plywood, or -Wood plank