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HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEM BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL1654-R28 Application Type Revision Code Version 2020 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 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 Modified 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 the Evaluation Report Robert Nieminen Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL1654_R28_COI_2021_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard)Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 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 06/09/2021 Date Validated 06/14/2021 Date Pending FBC Approval 06/18/2021 Date Approved 08/10/2021 Summary of Products FL #Model, Number or Name Description 1654.1 Polyglass Modified Bitumen Roof Systems for use in FBC non-HVHZ jurisdictions. SBS and APP modified bitumen roof systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. 3.) Refer to FL16717 for HVHZ jurisdictions. Installation Instructions FL1654_R28_II_2021_06_09_FINAL_A1_ER_PG_MODBIT_FL1654-R28.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654_R28_AE_2021_06_09_FINAL_ER_PG_MODBIT_FL1654-R28.pdf Created by Independent Third Party: Yes Back Next 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 Approval Accepts: NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 98 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 6 1B Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-12 1C Wood New, Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 13-14 1D Wood New, Reroof (Tear-Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 15 1E Wood New, Reroof (Tear-Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 16-19 1F Wood New, Reroof (Tear-Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19-23 1G Wood New or Reroof (Tear-Off) E-2 Non-Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 23-28 1H Wood New, Reroof (Tear-Off) or Recover E-2 Non-Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36 1I Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 36-37 2A Steel or Structural concrete New, Reroof (Tear-Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 38-43 2B Steel or Structural concrete New, Reroof (Tear-Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 44-50 2C Steel or Structural concrete New, Reroof (Tear-Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50-52 2D Steel or Structural concrete New, Reroof (Tear-Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 53-54 3A Structural concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 55-69 3B Structural concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 69 4A Lightweight concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 70-74 4B Lightweight concrete New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 74-76 4C Lightweight concrete New or Reroof (Tear-Off) E-2 Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 77-81 5A Cementitious wood fiber New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 82-83 5B Cementitious wood fiber Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 83-84 5C Cementitious wood fiber Reroof (Tear-Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 85 5D Cementitious wood fiber Reroof (Tear-Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 85 5E Cementitious wood fiber Reroof (Tear-Off) or Recover E-2 Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 85 6A Existing gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 86-90 6B Existing gypsum Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 91 6C Existing gypsum Reroof (Tear-Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 91 6D Existing gypsum Reroof (Tear-Off) or Recover E-2 Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 91 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 92-98 7B Various Recover F Non-Insulated, Bonded Roof Cover 98 NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 98 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. 2 Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. 3 Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4 Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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 (February 2020). 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. ➢ DuPont INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PG1): 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. Note: OlyBond Classic 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 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. ➢ M-OSFA: MDP = -157.5 psf (Min. 0.5-inch thick) ➢ M-PG1: MDP = -157.5 psf (Min. 0.5-inch thick) ➢ OB500: MDP = -45.0 psf (Min. 0.5-inch thick Multi-Max FA-3) ➢ OB500: MDP = -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OB500: MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OB500: MDP = -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ Polyset CR-20: MDP = -117.5 psf (Min. 1.0-inch thick) 8 For adhered roof insulation and board-size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020). 9 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 98 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 (February 2020) for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 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 bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top-coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For “pre-existent” LWIC 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). 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 For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP-AA (Base and Ply sheets, Asphalt-Applied) Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 20-40 lbs/square Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. SBS-CA1 Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP HT PG350 at 1.5-2.0 gal/square 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 S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand-backed), Polyfresko G SBS FR (sand-backed) SBS-CA2 Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP Polyplus 35 at 1.5-2.0 gal/square 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 S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand-backed), Polyfresko G SBS FR (sand-backed) SBS-AA (SBS, Asphalt-Applied) Base Ply or Ply One or more plies Elastobase V (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP HT Hot Asphalt at 20-40 lbs/square Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand-backed), Polyfresko G SBS FR (sand-backed) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. SBS-TA (SBS, Torch-Applied) Base Ply or Ply One or more plies Elastobase V (sand/poly), Elastobase V (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP HT, Elastoshield TS Torch-Applied Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly-film backed), Polyfresko G SBS FR (poly-film backed) NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 98 MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H (SBS, Self-Adhering, Hybrid Systems) Base Ply Elastobase SA Self-adhering (followed by torch-applied sheet) SBS-SA (SBS, Self-Adhering) 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 Self-Adhering Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect Note: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase V or Elastobase P with a poly-film top surface. APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA (APP, Torch-Applied) Base Ply or Ply One or more plies Polybase V, Polyflex, Polybond Torch-Applied Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR APP-SA-H (APP, Self-Adhering, Hybrid Systems) Base Ply Polyflex SA Base Self-adhering (followed by torch-applied sheet) APP-SA (APP, Self-Adhering) Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polyfresko G SA FR Self-Adhering Note: Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Elastobase V or Elastobase P with a poly-film top surface. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3A: OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE (NOTE 15) APPLICATION C-VB-1. PG100 Elastoflex SA V Plus Self-Adhering D-IS or CR-20, 12-inch o.c. -60.0 C-VB-2. PG100 Polybase V Torch-applied D-IS or CR-20, 12-inch o.c. -75.0 C-VB-3. PG100 Elastoflex SA P Self-Adhering D-IS, 12-inch o.c. -75.0 C-VB-4. PG100 Polyflex or Polybond Torch-applied M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -121.7 C-VB-5. PG100 Elastoflex SA P Self-Adhering M-OSFA, 12-inch o.c. -157.5 C-VB-6. PG100 Polyflex or Polybond Torch-applied M-OSFA, M-PG-1, OB500 or CR-20, 6-inch o.c. -185.0 C-VB-7. PG100 Elastoflex SA P Self-Adhering CR-20, 12-inch o.c. -270.0 C-VB-8. PG100 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self-Adhering M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -240.0 C-VB-9. PG100 SBS-TA (with sanded-top-surface) Torch-applied M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -240.0 NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 5 of 98 17 The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS OPTION # SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-5. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NOA 20-0611.01 SURF-10. PolyBrite 70 FL10291 SURF-11. PolyBrite 70 QS FL10291 SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 HS FL10291 SURF-14. PolyBrite 90 FL10291 SURF-15. PolyBrite 90.1 NOA 19-0610.02 SURF-16. PolyBrite 95 FL10291 SURF-17. PolyBrite 95.1 NOA 19-0610.02 SURF-18. KM Acryl 15 FL27409 SURF-19. KM Acryl 15 QS FL27409 SURF-20. KM Acryl 25 FL27409 SURF-21. KM Acryl 25 QS FL27409 SURF-22. KM Acryl 40 HS FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS#250 FL27409 SURF-25. KM PS#220 FL27409 SURF-26. Turbo-Set FL10291 18 “MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 36 of 98 TABLE 1H: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE E-2: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Type Fasten (Note 11) Attach Base Ply Cap W-207 APA rated, 19/32 CAT, 0.578 in., Exposure 1 OSB or min. 19/32” APA rated plywood Elastobase V (poly-film top) Trufast Versa Fasteners (min. ¾” penetration) & Plates; 1 screws per plate in center hole* Note: Versa-Fast Plates shall be primed with PG100 or ASTM D41 primer. 9-inch o.c. at min. 4-inch lap and 9-inch o.c. at four (4), equally spaced center rows SBS-SA-H SBS-TA -127.5 Note: *For re-roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 141 lbf. Additional Versa-Fast Fasteners within each Versa-Fast Plate may be utilized to produce minimum withdrawal resistance TABLE 1I: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: W-208 APA rated, 7/16 CAT, 0.418 in., Exposure 1 OSB None OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into place to create continuous bond. Elastoflex SA V Plus or Elastoflex SA V Plus FR (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -52.5 W-209 Min. 15/32- inch plywood None None SBS-SA (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -90.0 W-210 Min. 15/32- inch plywood PG100 None SBS-SA (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -97.5 W-211 Min. 15/32- inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into place to create continuous bond. Elastoflex SA V or Elastoflex SA V FR (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -97.5 W-212 Min. 15/32- inch plywood POLYBRITE 745 or WB3000 None SBS-SA (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -105.0 W-213 Min. 15/32- inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into place to create continuous bond. Elastoflex SA V Plus or Elastoflex SA V Plus FR (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -135.0 HYBRID SYSTEMS WITH SELF-ADHERING APP BASE PLY: W-214 Min. 15/32- inch plywood (Optional) PG100 None APP-SA-H (Optional) APP-TA APP-TA -90.0 W-215 Min. 15/32- inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into place to create continuous bond. APP-SA-H (Optional) APP-TA APP-TA -135.0 HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY: NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 37 of 98 TABLE 1I: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply W-216 Min. 15/32- inch plywood None None SBS-SA-H (Optional) SBS-TA SBS-TA -90.0 W-217 Min. 15/32- inch plywood PG100 None SBS-SA-H (Optional) SBS-TA SBS-TA -97.5 W-218 Min. 15/32- inch plywood (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into place to create continuous bond. SBS-SA-H (Optional) SBS-TA SBS-TA -97.5 W-219 Min. 15/32- inch plywood POLYBRITE 745 or WB3000 None SBS-SA-H (Optional) SBS-TA SBS-TA -105.0 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Polyglass USA, Inc. 1111 West Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Evaluation Report P9290.02.08-R26 FL1654-R28 Date of Issuance: 02/11/2008 Revision 26: 06/09/2021 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product descr ibed herein has been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Modified Bitumen Roof Systems for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words “NEMO|etc. Evaluated” may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manuf acturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 98-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 06/09/2021. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing produ cts for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018, NEMO ETC, LLC NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 2 of 5 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470, Section 4.6 2016 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 3. REFERENCES: Entity Exam Reference Date Entity Exam Reference Date ERD (TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 5/30/2017 FM (TST1867) FM 4470 3020703 7/30/2004 ERD (TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 5/30/2017 FM (TST1867) FM 4470/4474 3018332 1/31/2006 ERD (TST6049) FM 4470/4474 P13760.09.09 9/10/2009 FM (TST1867) FM 4470/4474 3023368 3/20/2006 ERD (TST6049) FM 4470/4474 P13770.09.09 9/10/2009 FM (TST1867) FM 4470/4474 3024594 5/23/2006 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM (TST1867) FM 4470/4474 3023458 7/18/2006 ERD (TST6049) FM 4470/4474 P30550.12.09 12/2/2009 FM (TST1867) FM 4470/4474 3030668 9/12/2007 ERD (TST6049) FM 4470/4474 P33970.03.11 3/15/2011 FM (TST1867) FM 4470/4474 3032172 6/12/2009 ERD (TST6049) D6163 P33960.03.11 3/15/2011 FM (TST1867) FM 4470/4474 3049631 4/21/2014 ERD (TST6049) D6509 P37590.03.13-1-R1 2/5/2013 FM (TST1867) FM 4470/4474 3057029 2/2/2017 ERD (TST6049) D6163 P37590.03.13-2-R1 2/5/2013 FM (TST1867) FM 4470 3001334 1/25/2000 ERD (TST6049) D6222 P37590.03.13-5-R1 2/6/2013 FM (TST1867) FM 4470 3014751 8/27/2003 ERD (TST6049) FM 4470/4474 P39680.03.13 3/4/2013 FM (TST1867) FM 4470 3007170 1/13/2004 ERD (TST6049) D6164 P37590.03.13-3A 3/6/2013 NEMO (TST6049) Criticality 4S-PLYG-18-001.06.18 6/23/2018 ERD (TST6049) D6164 / G155 P37590.07.13-1 7/2/2013 NEMO (TST6049) FM 4474 4L-PLYG-18-003.08.18 8/21/2018 ERD (TST6049) FM 4470/4474 P41630.08.13 8/6/2013 NEMO (TST6049) Criticality 4S-PLYG-18-001.10.18 10/3/2018 ERD (TST6049) D4601 P45940.09.13 9/4/2013 NEMO (TST6049) D4897 4S-PLYG-18-002.11.18-2 11/16/2018 ERD (TST6049) D4601 P44370.10.13 10/4/2013 NEMO (TST6049) FM 4474 4L-PLYG-18-003.11.18 11/28/2018 ERD (TST6049) D6163 (Table 2) P33960.05.14 5/8/2014 NEMO (TST6049) D6164 4S-PLYG-18-002.11.18-3 11/28/2018 ERD (TST6049) D6164 / G155 P35660.10.14 10/3/2014 NEMO (TST6049) FM 4474 4L-PLYG-18-003.01.19 1/11/2019 ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO (TST6049) D6163 4S-PLYG-18-002.01.19-A 1/24/2019 ERD (TST6049) D6163 / G155 P45440SC.03.15-1 3/31/2015 NEMO (TST6049) D6162 / G155 4S-PLYG-18-002.01.19-B 1/25/2019 ERD (TST6049) D6163 / G155 P45440SC.03.15-2-R1 3/31/2015 NEMO (TST6049) Criticality 2i-PLYG-19-SSCRT-01.A 2/6/2019 ERD (TST6049) D6162 SC5170.05.15 5/8/2015 NEMO (TST6049) FM 4474 4L-PLYG-18-003.04.19-A 4/8/2019 ERD (TST6049) FM 4474 SC8085.05.15 5/19/2015 NEMO (TST6049) D6163 4S-PLYG-18-002.05.19-H 5/20/2019 ERD (TST6049) D6162 SC5170.12.15 12/29/2015 NEMO (TST6049) D6222 / G155 4S-PLYG-18-002.05.19-C 5/20/2019 ERD (TST6049) FM 4470/4474 SC9455.15 4/1/2016 NEMO (TST6049) D6222 / G155 4S-PLYG-18-002.05.19-D 5/20/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 5/17/2016 NEMO (TST6049) D6164 4S-PLYG-18-002.05.19-N 5/31/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 5/17/2016 NEMO (TST6049) Criticality 4S-PLYG-18-001.06.19.A 7/17/2019 ERD (TST6049) FM 4470/4474 PLYG-SC10815.07.16-R1 9/23/2016 NEMO (TST6049) D6164 4S-PLYG-18-002.08.19-I 9/6/2019 ERD (TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 NEMO (TST6049) D6164 / G155 4S-PLYG-18-002.09.19-J 9/6/2019 ERD (TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO (TST6049) FM 4474 4a-ICP-19-LSWUS-01.A 11/8/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13235.01.17 1/17/2017 NEMO (TST6049) D4601 4q-PLYG-19-SSMBB-02.A 12/13/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13920.05.17 5/30/2017 NEMO (TST6049) D6164 4q-PLYG-19-SSMBB-04.A 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-SC13945.05.17 5/30/2017 NEMO (TST6049) D6164 / G155 4q-PLYG-19-SSMBB-04.B 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-SC15760.09.17 9/11/2017 NEMO (TST6049) D6222 / G155 4q-PLYG-19-SSMBB-05.A 7/23/2020 FM (TST1867) FM 4470 2W7A7.AM 8/4/1994 NEMO (TST6049) FM 4474 4a-PLYG-20-LSWUS-01.A 8/28/2020 FM (TST1867) FM 4470 0D3A3.AM 4/4/1997 NEMO (TST6049) FM 4474 4a-PLYG-20-LSWUS-02.A 10/5/2020 FM (TST1867) FM 4470 2D0A0.AM 12/23/1998 NEMO (TST6049) D6164 4q-PLYG-20-SSMBB-04.A 10/21/2020 NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 3 of 5 Entity Exam Reference Date Entity Exam Reference Date FM (TST1867) FM 4470 2D5A9.AM 6/22/1999 NEMO (TST6049) FM 4474 4a-PLYG-21-LSWUS-01.A 6/7/2021 FM (TST1867) FM 4470 3006646 1/4/2000 NEMO (TST6049) Criticality 4i-PLYG-21-LSWUS-02.A 6/7/2021 FM (TST1867) FM 4470 3000857 1/12/2000 PRI (TST5878) TAS 114 PUSA-188-02-01 2/8/2017 FM (TST1867) FM 4470 3004091 1/12/2000 PRI (TST5878) TAS 114 PUSA-188-02-02 2/8/2017 FM (TST1867) FM 4470 3001334 2/15/2000 PRI (TST5878) TAS 114 PUSA-188-02-03 2/8/2017 FM (TST1867) FM 4470 3006115 5/2/2001 PRI (TST5878) TAS 114 PUSA-202-02-01 5/17/2017 FM (TST1867) FM 4470 3012321 7/29/2002 PRI (TST5878) TAS 114 PUSA-202-02-02 5/17/2017 FM (TST1867) FM 4470 3014692 8/5/2003 M-D (CER1592) Prop. for Rev. 10-0823 10/12/2010 FM (TST1867) FM 4470 3019317 6/30/2004 UL (QUA9625) Quality Control Service Confirm 9/13/2018 UL (QUA9625) Quality Control Florida BCIS Current 4. PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. TABLE 1: EVALUATED MEMBRANES Type Product Material Standard Plant(s) Reference Type Grade Base Sheets Polyglass G2 Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 II N/A FL Elastobase SA ASTM D4601 II N/A PA Elastovent ASTM D4897 N/A N/A PA Polybase V (formerly “Polyglass Base”) ASTM D6509 N/A N/A FL APP, Smooth- Surface Membranes Polybond ASTM D6222 I S FL Polyflex ASTM D6222 I S FL APP, Granule- Surface Membranes Polybond G ASTM D6222 I G FL Polyflex G ASTM D6222 I G FL Polyflex G FR ASTM D6222 I G FL Polyfresko G ASTM D6222 I G NV Polyfresko G FR ASTM D6222 I G NV Polyflex SA P ASTM D6222 I G FL, TX Polyflex SA P FR ASTM D6222 I G TX Polyfresko G SA ASTM D6222 I G NV Polyfresko G SA FR ASTM D6222 I G NV SBS, Smooth- Surface Membranes Elastoshield VP HT (formerly “Elastoshield HT”) ASTM D6162 III S FL, PA Elastobase V (formerly “Elastobase”) ASTM D6163 I S FL Elastoflex V ASTM D6163 I S FL Elastoflex SA V ASTM D6163 I S FL, PA, TX Elastoflex SA V FR ASTM D6163 I S FL, PA, TX Elastoflex SA V Plus ASTM D6163 I S FL, TX Elastoflex SA V Plus FR ASTM D6163 I S FL, TX Elastobase P ASTM D6164 I S FL, TX Elastoflex SA Base HD ASTM D6164 I S PA, TX Elastoflex S6 ASTM D6164 I S FL Elastoshield TS ASTM D6164 I S PA Elastoflex S6 HP ASTM D6164 II S NV Polyreflect ASTM D6164 I S FL NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 4 of 5 TABLE 1 (CONTINUED): EVALUATED MEMBRANES Type Product Material Standard Plant(s) Reference Type Grade SBS, Granule Surface Membranes Elastoshield HT G ASTM D6162 III G FL Elastoshield HT G FR ASTM D6162 III G FL Elastoflex V G ASTM D6163 I G FL, PA Elastoflex V G FR ASTM D6163 I G FL, PA Elastoflex S6 G ASTM D6164 I G FL, PA Elastoflex S6 G FR ASTM D6164 I G FL Elastoshield TS G ASTM D6164 I G FL, TX Elastoshield TS G FR ASTM D6164 I G FL, TX Elastoflex SA P ASTM D6164 I G FL, TX Elastoflex SA P FR ASTM D6164 I G FL, TX 5. LIMITATIONS: 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami-Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classificat ion. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low -slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 “MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. NEMO|etc. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 5 of 5 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones 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 (February 2020) for Zone 2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6. INSTALLATION: Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: UL, LLC – QUA9625: (414) 248-6409, karen.buchmann@ul.com - THE 98-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -