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Home My WebLink AboutPRODUCT APPROVALMonaa tsuilamg Code Online Page 1 of 2 Florida gopr SCIS Home f lag In 1 User Registration 1 Hot Topic I submit Surcharge I scats a Facts 1 Publications 1 contact US 1 EMS site Map 1 Unks 1 search Product Approval USER: Public User product Approval Menu > product pr Application Search > Application List > Application Detail FL # Application Type Code Verslon 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL1654-R24 Revision 2017 Approved SCANN� BY St. Luce Cour 4Y FILE COPY REVIEWED FOR CODE COMPLIANCE POLYGLASS USA ST• LUCIE COUNTY 1111 W. Newport Center Drive ElOCC Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Maury Alpert malpert@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 ILL LLC 09/13/2021 John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received FL1654 R24 COI 2019 01 COI NIEMINEN.odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wllo2bnFgUPv2... 10/ 1 /2019 Florida Building Code Online Equivalence of Product Standards Certified By Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised SummaryI cts Method 1 Option D 04/12/2019 04/14/2019 04/19/2019 06/18/2019 08/12/2019 FL # I Model, Number or Name Description 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654- R24.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verifled By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports - relates to one particular assembly over concrete FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MODBIT FL1654- R2 deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for Created by Independent Third Party: Yes other Limits of Use. Back Next Contact' The State of Florida is an AA/EED employer Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dj& here product Approval Accepts: F=W 99 a securi6ymerRlcs• https://www.floridabuilding.org/pr/pr_ appjtl.aspx?param=wGEVXQwtDqvqa112w%2bnFgUPv2... 10/1 /2019 ONEMIDIetc. APPENDIX 1: AT rAcmMENT REQUIREMENTS FOR WIND Upuff RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE IA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 ID Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1E Wood New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 IF Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-18 1G Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-22 1H Wood New, Reroof (Tear_Off)pr,Recover_ E Non -Insulated; Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover _ 23:28_. r Do _ �New_oy8eioo(Te ra "�: fF) -�. _,. --> Non-Insulated;Bonded'Roof Cover 9_ 29� teefoiStrur <turSl concrete New, Reroof (Tear -Off) or Recover B -We—ch. Attached Base Iniu a[i'o on, Bonded Tap Insulationo Bonded Roof -Cover 30-32 20 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 33-37 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover 0-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-39 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 40-41 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 50 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 4C I Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-58 SA Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 59 513 Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 SO Cementitious wood fiber New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 61 SE Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 62-64 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 64 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-69 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 69 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-R24 Certificate of Authorization R32455 6TM EDITION (2017) FBC NON-HVH2 EVALUATION Revision 22: 04/21/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 69 NNEMOletc. 3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or minerakwool roof board that meets the CA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete maybe substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. D Hot asphalt (HA): Full coverage at 25-30lbs/square. ➢ Dow INSTA STIK Ouik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.(Pace[art or SpotShot).Note: OlyBond Green maybe used where OlyBond S00 is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board jolats shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables, rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) D Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) D OMG OlyBond 500(08500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) S. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with AN51/SPRI W1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. NEMO ETC, LLC Certificate of Authorization d32455 Prepared by: Robert Nieminen, PE-59166 fin' EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R22 for FL1654-RZ4 Revision 22: 04/11/2019 Appendix 1, Page 2 of 69 ONEMOletc. TAhE if: ... r ONSTRUCTION OR iIERO&FR- SYSTEM TYPE F: NON -INSULATED, BONDED ROOt COVER System Deck (Note 1) Primer Roof Cover (Note 36) MDP (Psi) lolnt Treatment Base Ply ply Cap ply No. APA rated, 7/16 W-182 CAT, 0.418 in., None OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into lace to l P P Elastoflex SA V Plus or (Optional)SBS-SA, SBS- 585-$A, APP-SA, SBS Exposure 1058 create continuous bond. ElastoFlez SA V PIus FR TA, APP-TA TA, APP-TA -52.5 W 183.,- ?,Mm r15/32-inn<ii - .None_ - None iBSSA _� r(OPbonal)SB5 SA; 585- . -585 SA,-APP-SkSBS-'—'--z Plywood __— _T'A.APEiA- WA&JA _-_ -90.0 W-184 Min. 15/32-Inch plywood (Optional)PGS00 None P4lyflez SA Base (Op[ional)APP-7A APP-TA -90.0 W-185 Min. 15/32-Inch PG100 None SBS-SA (Optional) SBS-SA, 5B5- SBSSA, APP-SA, SBS- 97 5 plywood TA, APP-TA TA, APP-TA W-186 Min. 15/32-Inch (Optional) PG300 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into Elastoflex SA V or (Optional) 5B5-SA, 585- 585-$A, APP-SA, $B$- plywood place to create continuous bond. Elastoflex SA V FR TA, APP-TA TA, APP-TA -97.5 W-187 Min. 15/32-Inch POLVBRITE 745 or None SBSSA (Optional)SBS-SA, SBS- SBS-SA, APP-SA,SBS- plywood WB3000 TA, APP-TA TA, APP-TA -305.0 W-188 Min. 15/32-Inch (Optional) PG3G0 Plywoodjoints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Plus or (Optional)SBS-SA, SBS- SBS-SA, APP-SA,SBS- plywood place to create continuous bond. Elastoflex SAVPIus FR TA, APP-TA TA, APP-TA -135.0 W189 Min. 15/32-inch (Optional) PG3G0 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Polyflex SA Base (Optional)APP-TA APP-TA -135.0 plywood place to create continuous bond. NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL36S4-R24 Certificate of Authorization 432455 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 29 of 69