Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMENT ROOF SYSTEM1/13/2021 Florida Building Code Online r� Professional Re ulationboo BCIS Home Log In i User Registration t Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links I Search ' {{..Product Approval door i� " USER: Public User Product Approval Menu > Product or Aoplication Search > Application List > Application Detail FL # FL1654-R27 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 Ext242 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 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 Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardcopy Received FL1654 R27 COI 2020 01 COI NIEMINEN.pdf Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 https://www.floddabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d 1/2 1/13/2021 Florida Building Code Online 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 f - -- I ASTM G155 2013 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 Installation Instructions FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654- R27.odf 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 j to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654- R27.odf ER, Section 5 for other Limits of Use. 3.) Refer to FL16717 Created by Independent Third Party: Yes for HVHZ jurisdictions. 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 email$ 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: AN ChecE E Credit Carta Safe https://www.floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d 2/2 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 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 ID 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 Velocifiex, 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 5A Cementitious wood fiber Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 79-80 56 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 5D 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 Cover 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 6D 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 7B Various Recover F Non -Insulated, Bonded Roof Cover 94 NEMO ETC, LLC Evaluation Report P9290.02.08-R25 for FL1654-11127 Certificate of Authorization #32455 77H EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 94 UN NEMO I etc. 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 areas 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 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 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 loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints 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 maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to `increase' the MOP 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. ➢ 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): MDP = -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (013500): MDP = -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (08500): MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (013500): MDP = -487.5 psf (Min. 0.5-inch thickACFoam 11) ➢ ICP Adhesives & Sealants 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, LLC Evaluation Report P9290.02.08-R25 for FL1654-R27 Certificate of Authorization #32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 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* 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 it 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 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 4Q Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshield HT SBS-CA1 Cap Ply Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FIR (sand -backed) PG350 at 1.5-2.0 gal/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP SBS-CA2 Cap Ply Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FIR (sand -backed) Polyplus 35 at 1.5-2.0 gal/square SBS-AA 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 S6 HP, Elastoshield HT (SBS, Asphalt -Applied) Cap Ply Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex 56 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FIR (sand -backed) Hot Asphalt at 2Q-40 Ibs/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 (SBS, Torch -Applied) Cap Ply Elastoshield HT G, Elastoshield HT G FIR, Elastoflex V, Elastoflex V G, Elastoflex V G FIR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FIR, Elastoshield TS G, Elastoshield TS G FIR, Polyfresko G SBS y (poly -film backed), Polyfresko G SBS FIR (poly -film backed) Torch -Applied NEMO ETC, LLC Certificate of Authorization 1#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-R25 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 3 of 94 MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Self -adhering (followed (SBS, Self -Adhering, Hybrid Systems) by torch -applied pl ied 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 (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates forSBS-SAare limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CAI Cap Ply Polyflex G FR PG350 at 1.5-2.0gal/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 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 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 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 D.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 DAS, 12-inch o.c. -75.0 C-VB-4. PG100 Elastoflex SA P Self -Adhering M-OSFA, 12-inch D.C. -157.5 C-VB-5. P13100 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 D.C. -290.0 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 NEMO ETC, LLC Evaluation Report P9290.02.08-R25 for FL1654-1127 Certificate of Authorization #32455 71" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 94 TAOLE II- WOOD. • • e. ..® • SYSTEM TYPE F.- NON-INWILATE0, BODO ROOF COVER System Roof Cover (Note 1S) Deck (Note 1) Primer No. MDP (Psf ) Joint Treatment Base Ply Ply Cap Ply SELF -ADHERING BASE PLY: APA rated, W 208 7/16 CAT, None OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into Elastoflex SA V Plus (Optional) SBS-SA, SBS- SBS-SA, APP-SA, 0.418 in., p lace to create continuous bond. or Elastoflex SA V TA, APP-TA SBS-TA, APP-TA -52.5 Exposure 1 OSB Plus FR W-209 Min. 15/32- None None (O p (Optional) SBS-SA, 5BS- SBS-SA, APP-SA, inch plywood TA, APP-TA SBS-TA, APP-TASBS-SA -90.0 W 210 Min. 15/32- PG100 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, g7 5 inch plywood TA, APP-TA SBS-TA, APP-TA W-211 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, inch plywood into place to create continuous bond. Elastoflex SA V FR TA, APP-TA SBS-TA, APP-TA 97.5 W 212 Min. 15/32- POLYBRITE 745 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, inch plywood or WB3000 TA, APP-TA SBS-TA, APP-TA -105.0 W-213 Min. 15/32 / (Optional) PG100 PI Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V Plus (Optional) SBS-SA, SBS- SBS-SA, APP-SA, inch I wood p Y into lace to create continuous bond. p or Elastoflex SA V TA, APP-TA SBS-TA, APP-TA -135.0 Plus FR HYBRID SYSTEMS WITH SELF -ADHERING APP BASE PLY: Min. 15/32- W-214 inch plywood (Optional) PG100 None APP-SA-H (Optional) APP-TA APP-TA 90.0 W-215 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled inch plywood into place to create continuous bond. APP-SA-H (Optional) APP-TA APP-TA 135.0 HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY: Min. 15/32- W-216 inch plywood None None SBS-SA-H (Optional) SBS TA SBS TA 90.0 Min. 15/32- W 217 inch plywood PG100 None SBS-SA-H (Optional) SBS-TA SBS-TA -97.5 W 218 Min. 15/32- (Optional) PG100 ) Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled inch plywood 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, LLC Certificate of Authorization #32455 @2018 NEMO ETC, LLC 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R25 for FL1654-1127 Revision 25: 09/30/2020 Appendix 1, Page 37 of 94