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1 _ Omer FLORIDA WARN=OF Business & Professional Regulation. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links Search I Florida Product Approval USER:Public User d Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL1654-R26 Application Type Revision Code Version 2017 Application Status Approved Comments ° ® Archived ❑ A V ��2a Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive �` Deerfield Beach,FL 33442 (954)233-13 Ext 242 (00 �00 malpert@polyglglass.com Authorized Signature Maury Alpert ®ON' "G malpert@polyglass.com ®fid Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 (866)802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 (888)410-1375 uspolyglasstechnical@polyglass.com Category Roofing Subcategory Modif Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich,PE ID Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R26 COI 2019 01 COI NIEMINEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D4897 2001 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 ` UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2019 Date Validated 10/16/2019 Date Pending FEC Approval 10/20/2019 Date Approved 12/10/2019 Summary of Products FL# Model,Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL1654 R26 II 2019 10 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R26.Ddf 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 application relates Evaluation Reports to one particular assembly over concrete deck. Refer to the FL1654 R26 AE 2019 10 FINAL ER PG MODBIT FL1654- ER Appendix for other systems and deck types.2.)Refer R26.Ddf to ER,Section 5 for other Limits of Use. Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.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.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 emails 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 click here. Product �oApproval Accepts: I��I eCheck Credit Card, i Safe ONEMOjetc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION_ PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 113 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-10 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 11-12 1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 13 1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-16 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17-20 IG Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 21-25 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 26-32 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 33 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 34-36 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 37-43 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 I Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 44-45 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 46-47 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 48-58 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 58 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59-62 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 63 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64-68 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 69 5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 70-71 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 72 5D Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 72 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 72 6A Existing gypsum Reroof(Tear-Off) A-1 I Bonded Insulation,Bonded Roof Cover 73-75 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 76 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 76 6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 76 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 77-81 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 81 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: ➢Wood: Minimum 0.75-inch penetration. ➢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-R24 for FL1654-1126 Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 81 ONEMOletc. 3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the OA 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 may be 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. 5. 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 manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square. ➢ Dow INSTA STIK Quik 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(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. ➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. ➢ 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 may be 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 fora 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) ➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick) ➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢ OMG OlyBond 500(OB500): 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) ➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thickACFoam II) ➢ ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. 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 WD1,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 ANSI/SPRI IA-1,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 Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 81 ONEMOletc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. POLYGLAss ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40 lbs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CA1 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/aquuaarea at 1.5-2.0 Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/sq Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP,Elastoshield HT SBS-AA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Hot Asphalt at 20 40 (SBS,Asphalt-Applied) Cap Ply Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT SBS-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex 56 SBS,Torch-Applied) Ca PI G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS of film backed Polyfresko G SBS FR of film Torch-Applied ( PP� ) P Y Yf (P Y-� ). Yf (poly-film SBS-SA-H Base Ply Elastobase SA Self-adhering (followed ISM,Self-Adhering,Hybrid Systems) by torch-applied sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrid Systems) by torch-applied sheet) APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-1126 Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 81 ONEMOletc. TABLE ••• •ECKS—NEW CONSTRUCTI ON OR REROOF(TEAR-OFF) SYSTEM TYPE F: • • BONDED ROOF COVER System Deck(Note 1) Primer Roof Cover(Note 15) MDP(psf) No. Joint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: APA rated,7/16 OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-206 CAT,0.418 in., None create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -52.5 Exposure 1 OSB W-207 Min.15/32-inch None None SBS-SA (Optional) (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0 TA,APP-TA TA,APP-TA Min.15/32-inch (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W 208 plywood PG100 None SBS-SA TA,APP-TA TA,APP-TA 97.5 Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W 209 (Optional)PG100 plywood place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA 97.5 Min.15/32-inch POLYBRITE 745 or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-210 plywood WB3000 None SBS-SA 105.0 TA,APP-TA TA,APP-TA Min.15/32-inch Plywood joints 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- W-211 (Optional)PG100 135.0 plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA HYBRID.SYSTEMS WITH SELF-ADHERING APP BASE PLY: _ W-212 Min.15/32-inch 0 PG100 None APP-SA-H plywood ( Ptional) (Optional)APP-TA APP-TA 90.0 W-213 Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into APP-SA-H 135.0 plywood ) place to create continuous bond. (Optional)APP-TA APP-TA HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY: W-214 Min.15/32-inch None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0 plywood W-215 Min.15/32-inch PG100 None SBS-SA-H (Optional)SBS-TA SBS-TA -97.5 plywood W-216 Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into plywood (Optional)PG100 SBS-SA-H (Optional)SBS-TA SBS-TA 97.5 place to create continuous bond. W 217 Min.15/32-inch POLYBRITE 745 or None SBS-SA-H (Optional)SBS-TA SBS-TA 105.0 plywood WB3000 I+ I NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for F1.3654-1126 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 33 of 81