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HomeMy WebLinkAboutPolyglass FL1654_2020-7th_ed_Standard NNEMO I etc. 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 6 113 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 11 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 38-43 213 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 55-69 313 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 70-74 413 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 82-83 513 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 92-98 713 Various Recover F Non-Insulated,Bonded Roof Cover 98 NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization#32455 7T"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 OMEMO 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 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 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 maybe substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. ➢ 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,LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization#32455 7T"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 ONEMO I etc. 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 Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40 Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes. Ibs/square Base Ply One ply Elastobase V(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield VP HT PG350 at 1.5-2.0 SBS-CA1 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR, Elastoflex S6,Elastoflex S6 HP, Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase V(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR gal/square , Elastoflex S6,Elastoflex S6 HP, Elastoflex S6 G,Elastoflex u Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/squaa rea at 1.5-2.0 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 S61 Elastoflex S6 HP,Elastoshield VP HT SBS-AA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Hot Asphalt at 20 40 (SBS,Asphalt Applied) Cap Ply Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) 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 V(sand/poly),Elastobase V(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield VP SBS-TA HT,Elastoshield TS (SBS,Torch-Applied) 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 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 Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization#32455 7T"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 ONEMOjetc. 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 sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FIR,Elastoflex SA V Plus,Elastoflex SA V Plus FIR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FIR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase 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 Base Ply or Ply One or more plies Polybase V,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FIR,Polybond,Polybond G,Polyfresko G,Polyfresko G FIRTorch-Applied APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrid Systems) by torch-applied sheet) Cap Ply Polyflex SA P,Polyflex SA P FIR,Polyfresko G SA,Polyfresko G SA FIRAPP SA Note: Unless otherwise noted,permissible membrane substrates for APP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering (APP,Self-Adhering) 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. I 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 FIR,Elastoflex SA V Plus,Elastoflex SA V Plus FIR 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,LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization#32455 7T"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 ONEMO I etc. 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,LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization#32455 7T"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 NNEMO I etc. TABLE 1H: ... DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEMTYPEE-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF . System Deck(Note 1) Base Sheet Roof Cover(Note 15) MDP No. Type Fasten(Note 11) Attach Base Ply Cap (psf) APA rated,19/32 Trufast Versa Fasteners(min.%"penetration)& CAT,0.578 in., Elastobase V(poly-film Plates;1 screws per plate in center hole* 9-inch o.c.at min.4-inch lap and 9-inch o.c. Exposure 1 OSB or top) Note:Versa-Fast Plates shall be primed with at four(4),equally spaced center rows SBS-SA-H SBS-TA -127.5 VV-207 min.19/32"APA PG100 orASTM D41 primer. rated plywood Note: *For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 141 Ibf. 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: • • BONDED ROOFCOVER System Deck(Note 1) Primer Roof Cover(Note 15) MDP(psf) No. Joint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: APA rated, Elastoflex SA V Plus 7/16 CAT, None OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into or Elastoflex SA V (Optional)SBS-SA,SBS- SBS-SA,APP-SA, 52.5 W 208 0.418 in., place to create continuous bond. TA,APP-TA SBS-TA,APP-TA Exposure 1 OSBPlus FR Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA, W 209 inch plywood None I +k SBS SA TA,APP-TA SBS-TA,APP-TA 90.0 W-210 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, 97 5 inch plywood TA,APP-TA SBS-TA,APP-TA Min.15/32 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, W-211 inch plywood (Optional)PG100 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, -105.0 inch plywood or WB3000 TA,APP-TA SBS-TA,APP-TA Min. joints are covered with 4-inch wide strips 32- Plywood 1 j s of Elastoflex SA V Plus,rolled Elastoflex SA V Plus W-213 / y p s (Optional)SBS-SA,SBS- SBS-SA,APP-SA, (Optional)PG100 or Elastoflex SA V - inch plywood into place to create continuous bond. Plus TA,APP-TA SBS-TA,APP-TA 135.0 HYBRID SYSTEMS WITH SELF-ADHERING APP BASE PLY: W-214 Min.15/32- (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 inch plywood W-215 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP-TA APP-TA -135.0 inch plywood into place to create continuous bond. HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY: NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization#32455 7T"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