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HomeMy WebLinkAboutProduct Approval Modified Bitumen Roof4/*12021 Florida Building Code Online � jFLORIDA 00PARTMONT OF BCIS Home • ( Log In l User Registration Hot Topics .Submit Surcharge Slats & Facts ;l "Publications Contact Us BCIS Site Map I Unks I Search Florida `GI ' Product Approval ' ,y - USER: Public User Product Aooroval Menu > Product or Aoollcation Search > eoolication List > Application Detail FL # Application Type Code. Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1654-R27 Revision 2020 Approved 0 Z�Ib3 leb- 3$' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.com Maury Alpert malpert@polyglass.com TECH REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnlcal@polyglass.com QA REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888)410-1375 uspolyglasstechnical@polyglass.com Roofing Modified Bitumen Roof System 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 the Robert Nieminen 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 0 Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R27 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D4601 201 ASTM D497 Y COPY ASTM D6162 FILE ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 https://www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d 1 /2 4/17/2921 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online FM 4470 2016 FM 4474 2011 UL1897 2012 Method 1 Option D 10/02/2020 10/04/2020 10/12/2020 '12/15/2020 FL # Model, Number or Name Description 1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems 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 Installation Instructions FL1654 R27 II 2020 09 30 FINAL. Al ER PG MODBIT FL1654- R27.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports Fi,1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654- R27.pdf Created by Independent Third Party: Yes 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. Back F. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. C�py$ght 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 mall 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(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall 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 bire. Product Approval Accepts:. ® M Credit Card Safe https:ltwww.floridabuilding.org/pr/pr app_ d.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6p"NlxQbXaKmD3x9HjyOAYxuQ%3d%3d 2/2 ONEMOletc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A 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 6-12 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 12-14 1D Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 14-15 1E Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 15-19 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 23-29 1H Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 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 51-53 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociiflex, Bonded Roof Cover 53-55 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 56-68 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 68 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 69-73 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 73-47 4C Lightweight concrete _ New or Reroof (Tear -off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 74-78 SA Cementitious wood fiber Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 79-80 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 80-82 5C Cementitious wood fiber Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 82 51) Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 83 5E Cementitious wood fiber Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 83 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Over 84-88 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation,, Bonded Roof Cover 88 6C Existing gypsum Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 88 61) Existing gypsum Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 88 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 89-94 78 Various Recover F Non -Insulated, Bonded Roof Cover 94 NEMO ETC, LLC Evaluation Report P9290.02.08-1125 for FL3654-R27 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 94 ON-EMOletc. 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 Ibs/square. ➢ DuPont INSTA STIK Ctuik 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-PG3): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (013500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. 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. 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. ➢ H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): MDP = -157.5 psf (Min. 0.5-inch thick) ➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP = -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): ➢ OMG OlyBond 500 (OB500): ➢ OMG OlyBond 500 (OB500): ➢ OMG OlyBond 500 (013500): ➢ ICP Adhesives & Sealants Polyset CR-20: MDP = -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) MDP = -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) MDP = -487.5 psf (Min. 0.5-inch thick ACFoam II) 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 C_ NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polygiass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R25 for FL3654-R27 Revision 25: 09/30/2020 Appendix 1, Page 2 of 94 ONEMOletc. 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* carrythe 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 orcoverboard maybe 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 C350), 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. ii 15 For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 20.40 Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI (Base and Ply sheets, Ibs/square Note. Asphalt -applied sheets or insulation shall not be applied to poly- m surfaced membranes. Asphalt -Applied) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT PG350 at 1.5-2.0 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 SBS-CA3 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 Polyplus 35 at 1.5-2.0 Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex SBS-CA2 gal/square S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA Base Ply or Ply 56 HP, Elastoshield HT Hot Asphalt at 20 40 Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 G, (SBS, Asphalt -Applied) Ibs/square 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. 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 S6 Torch -Applied (SBS, Torch -Applied) Cap Ply 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, LLC Certificate of Authorization #32455 02019 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-1125 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 3 of 94 ONEM01letc. MEMBRANE/ADHESIVECOMBINATIONS ,, REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Self -adhering (followed (SBS, 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 Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect SBS-SA Self -Adhering Note: Unless otherwise noted, permissible membrane substrates for SBSSA are limited to the SBS-SA Base Ply options herein, (SBS, Self -Adhering) Elastobase (poly/sand) or Elastobase (poty/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 Torch Applied Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR (APP, Torch -Applied) APP-SA-H Base Ply Polyflex SA Base Self -adhering (followed (APP, Self -Adhering, Hybrid Systems) I by torch -applied sheet) Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polyfresko G SA FR, Polykool APP-SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MOP listings below vs. those in Table 3A applies. -VAPOR BARRIER O_ F noNS; STRUCTURAL CONCRETE DECK; FOLLOVIIED BY ADHESNE-APPUED INSULATIDN PER TABLE 3A: OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MOP (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 Polyglass Base 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 Elastoflex SA P Self -Adhering M-OSFA,12-inch o.c. -157.5 C-VB-S. PG100 - Elastoflex SA P Self -Adhering CR-20,12-inch o.c. -270.0 C-VB-6. 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. -290.0 C-VB-7. PG100 SBS-TA (with sanded -top -surface) Torch -applied M-OSFA, M-PG-1, OB500 or CR-20,12-inch o.c. -290.0 17 The following surfacing maybe 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 OPnONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS OPTION If 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-S. PG 700 Q$ FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 NEMO ETC, LLC Certificate of Authorization #32455 02018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVH2 EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-1125 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 4 of 94 � ,I+„ i�E ids I: 1•i, - � +.l !�: J: ;I1, rr it 515'Invoic`.. 15 22 At 2908 Olean r Blvd ' Ft. Pier 'FL 34982 t; l 1772 94 6654 ,4• rayv ' an@aol.com �l�l': ' +u, •i i''' !'„ '•III' .. III �.i 1 IC• .. .. .. .. i �.. .. Ij' �U1 �I ... .I it it fiy illy I�• ,`i!;�;� ;, .. ;I� .. , . , . ,f = i�• �I ;rile pd It �, i;• Page 2 Aft, It ONEMOjetc. SURFAQNG OPTIONS FOR POLYGLASS MODIFIED BrrUMEN ROOF SYSTEMS OPTION # SURFACING FLORIDA PRODUCr APPROVAL SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NOA 20-0611.01 SURF-30. PolyBrite 70 FL10291 SURF-11. PolyBrite 70 CiS FL10291 SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 HS FL10291 SURF-14. PolyBrite 90 F1.10291 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 CIS 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 TABLE IA: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) System Deck MDP No. (Note 1) Type Attach Type Attach Base Ply Ply Cap Ply (Psf) (Notes 6,7,8) (Notes 6,7,8) SELF -ADHERING BASE PLY: _- Min.15/32- Min. 1.5-inch Polytherm, ACFoam II, Polytherm D-IS, M-OSFA, (Optional) additional D-IS, M-OSFA, (Optional) SBS-SA, SBS- SBS-SA, APP-SA, W-1 inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, OB500 or CR-20 layers(s) of base OB500 or CR-20 SBS-SA TA, APP-TA SBS-TA, APP-TA -52.5 plywood H-Shield CG, Multi -Max FA3 insulation HYBRID SYSTEMS WITH SELF -ADHERING APP BASE PLY: Min.15/32- Min.1.5-inch Polytherm, ACFoam II, Polytherm (Optional) additional W-2 Inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, -IS, M-OSFA, layers(s) of base S, M-OSFA, APP-SA-H (Optional) APP-TA APP-TA -52.5 plywood H-Shield CG, Multi -Max FA3 OD 500 or CR-20 insulation OB 500 or CR-20 HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY: in. 15/32- Min. 1.5-inch Polytherm, ACFoam II, Polytherm (Optional) additional W-3 inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, D-IS, M-OSFA, layers(s) of base D-IS, M-OSFA, SBS-SA-H (Optional) SBS-TA SBS-TA -52.5 plywood H-Shield CG, Multi -Max FA3 OB500 or CR-20 insulation 08500 or CR-20 NEMO ETC, LLC Certificate of Authorization #32455 02018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R25 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 5 of 94 ONEMOletc. TABLE 113: WOOD . CONSTRUCTION ...... (TEAR -OFF) SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Deck MDP Fasten Attach Attach Base No. (Note 1) Type Attach Type Type Ply Cap Ply (Psf) (Note 11) (Notes 6,7,8) (Notes 6,7,8) Ply ASPHALT -APPLIED ORTORC H-APPLIED BASE PLY: 9-inch o.c. at min. (Optional) Min. 1.5- Min. 0.7S4nch Fesco Min. Elastobase, 2-inch lap and 18- inch Polytherm, Board (homogeneous) or BP -AA (Optional) SBS-AA, W-4 15/32- Elastobase P Simplex MAXX inch o.c. at two (2), ACFoam II, ENRGY-3, Hot asphalt min. 0.5-inch Hot asphalt or SBS- BP -AA or SBS-TA, -45.0 inch (sanded -top) Cap equally spaced, Polytherm H, H-Shield, Structodek High AA SBS-AA APP-TA plywood staggered center H-Shield CG, Multi - Density Fiberboard rows Max FA3 Roof Insulation 9-inch o.c. at min. (Optional) Min. 1.5- Min. 0.25-inch BP -AA, Min. Elastobase, 2-inch lap and 18- inch Polytherm, DensDeck, DensDeck SBS- (Optional) SBS-AA, W-5 15/32- Elastobase P Simplex MAXX inch o.c. at two (2), ACFoam ll, ENRGY-3, Hot asphalt Prime, SECUROCK Hat asphalt AA, BP-AASBS , SBS-TA, -45.0' Inch (sanded -top) Cap equally spaced, Polytherm H, H-Shield, Gypsum -Fiber Roof 585-TA, AA, SBS-TA, APP-TA plywood staggered center H-Shield CG, Multi- Board APP-TA APP-TA rows Max FA3 9-Inch o.c. at min. (Optional) Min. 1.5- Min. 0.75-inch Fesco Min. Elastobase, 2-Inch lap and 12- Inch Polytherm, Board (homogeneous) or BP -AA (Optional) SBS-AA, W-6 15/32- Elastobase P Simplex MAXX inch o.c. at two (2), ACFoam II, ENRGY-3, Hot asphalt min. 0.5-inch Hot asphalt or SBS- BP -AA or SBS-TA, -52.5 Inch (sanded -top) Cap equally spaced, Polytherm H, H-Shield, Structodek High AA SBS-AA APP-TA plywood staggered center H-Shield CG, Multi- Density Fiberboard rows Max FA3 Roof Insulation 9-inch o.c. at min. (Optional) Min. 1.5 Min. 0.25-inch BP -AA, Min. Elastobase, 2-inch lap and 12- inch Polytherm, DensDeck, DensDeck SBS (Optional) SBS-AA; W-7 15/32- Elastobase P Simplex MAXX inch o.c. at two (2), ACFoam II, ENRGY-3, Hot asphalt Prime, SECUROCK Hot asphalt AA, BP -AA, SBS- SBS-TA, -52.5 inch (sanded -top) Cap equally spaced, Polytherm H, H-Shield, Gypsum -Fiber Roof SBS-TA, AA, SBS-TA, APP-TA plywood staggered center H-Shield CG, Multi- Board APP-TA APP-TA rows Max FA3 Polyglass G2 Base, Elastobase, 32 ga.,1-5/8- 8-inch o.c. at min. (Optional) Min. 1.5- Min.0.75-inch Fesco Elastobase P inch Board Min. (sanded -tap), Inch diameter 4dnch la and 8- p amPol11, Polytherm, ACFoam II, Polytherm (homogeneous) or BP -AA (Optional) SBS-AA, W-8 19/32- Elastovent, tin caps with inch o.c. at three G, ACFoam III, ENRGY- Hot asphalt min. 0.5-inch Hot asphalt or SBS- BP -AA or SBS-TA, -60.0 inch plywood CertainTeed Glasbase, Firestone 11 a. annular g ring shank (3), equally spaced, staggered center 3, Polytherm H, H- Structodek High AA SBS-AA APP-TA MB Base, JM Perma- nails rows Shield, H-Shield CG, Density Fiberboard Ply 28 or GAFGLAS Multi -Max FA3 Roof Insulation #75 NEMO ETC, LLC Certificate of Authorization #32455 02018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Evaluation Report P9290.02.08-R25 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 6 of 94 ONEMOjetc. TABLE 1H: .... .. .. RECOVER SYSTEMTYPEE-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS& PLATES), BONDED ROOF . System Base Sheet Roof Cover (Note 15) MOP No. Deck (Note i) Type Fasten (Note 11) Attach Base Ply Cap (psf). APA rated, 7/16 CAT, Trufast Versa Fasteners (min. X" penetration) & 0.418 in., Exposure 1 Elastobase, Elastobase P Plates; 2 screws per plate installed 180' into the 9-Inch o.c. at min. 2-Inch lap and 12-inch o.c. BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, OSB or min.15/32" or Elastovent holes of the plate, parallel to the width -direction attwo (2), equally spaced, staggered center TA, APP-TA SBS-AA, SBS-TA, -90.0 W-182 APA rated plywood of the sheet' rows APP-TA Note: *For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 159 Ibf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance APA rated, 7/16 CAT, Trufast Versa Fasteners (min. Y4" penetration) & 9-inch o.c. at min. 2-inch lap and 12-inch O.C. 0.418 in., Exposure 1 Polyglass Base Plates; 2 screws per plate installed 180" into the at two (2), equally spaced, staggered center APP-TA APP-TA -90.0 OSB or min.15/32" holes of the plate, parallel to the width -direction W-183 APA rated plywood of the sheet' rows Note: *For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 159lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to produce minimum withdrawal resistance Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Min. 15/32-inch Polyglass G2 Base, Dekfast #14, OMG 3" Round Metal Plate with 9-inch o.c, at min. 4-inch lap and 9-inch o.c. BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, W 194 plywood Elastobase, Elastobase P OMG HD, OMG Flat Bottom Plate (Accutrac) with at four (4), equally spaced, staggered center TA, APP-TA SBS-AA, SBS-TA, -90.0 or Elastovent Roofgrip #14 or Trufast 3" Metal Insulation Plate rows APP-TA with Trufast #14 HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Min.15/32-inch Dekfast #14, OMG 3" Round Metal Plate with 9-inch o.c. at min. 4-inch lap and 9-inch o.c. W-185 plywood Polyglass Base OMG HD, OMG Flat Bottom Plate (Accutrac) with at four (4), equally spaced, staggered center APP-TA APP-TA -90.0 Roofgrip #14 or Trufast 3" Metal Insulation Plate rows with Trufast #14 HD. Min. 15/32-inch Elastobase, Elastobase P Trufast #12 DP or Trufast #14 HD with Trufast 3" 6-inch o.c. at min. 4-inch lap and 6-inch o.c. W-186 plywood or Elastovent Metal Insulation Plates at three (3), equally spaced, staggered center BP -AA or SBS-AA SBS-AA -90.0 rows n. 15/32-inch Miwood Elastobase, Elastobase P OMG #12 Standard Roofgrip or OMG #14 Heavy 6-inch o.c. at min. 4-inch lap and 6-inch o.c. BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, W-187 plywood or Elastovent Duty (min. 1-5/8-inch long) with OMG 3" Round at three (3), equally spaced, staggered center TA, APP-TA SBS-AA, SBS-TA, -90.0 Metal Plates or OMG Flat Bottom Metal Plates rows APP-TA Min.15/32-inch OMG #12 Standard Roofgrip or OMG #14 Heavy 6-inch o.c. at min. 4-inch lap and 6-inch o.c. W 188 plywood Polyglass Base Duty with OMG 3" Round Metal Plates or OMG at three (3), equally spaced, staggered center APP-TA APP-TA -90.0 Flat Bottom Metal Plates rows APA rated, 7/16 CAT, Trufast Versa Fasteners (min. %" penetration) & 6-inch o.c. at min. 4-inch lap and 6-inch o.c. SBS-SA, APP-SA, 0.418 in., Exposure 1 Elastobase, Elastobase P Plates; 2 screws per plate installed 180" into the at three (3), equally spaced, staggered center BP -AA, SBS-AA, SBS- SBS-AA, SBS-TA, -105.0 OSB or min.15/32" or Elastovent holes of the plate, parallel to the width -direction TA, APP-TA W-189 APA rated plywood of the sheet' rows APP-TA Note: *For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 103lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to produce minimum withdrawal resistance NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-1125 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 33 of 94