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___jNj. NEMO etc.
<br /> TABLE • DECI(, •APPLICATION TYPE DESCRIPTION PAGE
<br /> 1A Wood New,Reroof(Tear-Of) A-1 Bonded Insulation,Bonded Roof Cover 6
<br /> 1B Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation Bonded Roaf Cover 6-10
<br /> 1C Wood New,Reroof(Tear-Off),Recover A-2 Mach.Attached Anchor5heet,Bonded Insulation Bonded R.R(Cover 10-14
<br /> 10 Wood New,Reroof(Tear-Off),Recover B-1 Mach.Attached Base Insulabon,Bonded Tap Insulation Bonded Roof Cover 14
<br /> 1E Wood New,Reroof(Tear-Off),Recover C-1 Mach.Attached Insulation,Bonded Roof Cover 14-15
<br /> SF Wood New,Reroof(Tear-Off),Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 16
<br /> SG Wood New,Reroof(Tear-off) E-2 Non-Insulated,Mech.Attached Base Sheet Bonded Roof Cover 16-17
<br /> IH Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover SS
<br /> 11 Wood New,Reroof(Tear-OFF F Non-Insulated Bonded Roof Cover 18
<br /> 2A Steel or Structural concrete New,Reroof(Tear-Off,Recover B-1 Mech.Attached Base Insulation Bonded lop Insulation Bonded Roof Cover 19-26
<br /> 28 Steel or S[mctural concrete New,Reroof(Tear-Ofq,Recover B-2 Merh Attached Thermal Barrier Bonded Temp Roof Bonded Insulation,Bonded Roof Cover 26-30
<br /> 2C Steel orSwttural concrete New,Reroof(Tear-0ff),Recover C-1 Mech.Attached Insulation,Bonded Roof[over 31-38
<br /> 2D Steel or Struttural concrete New,Reroof(Tear-Ofp,Recover C-IA Thermal Bartley with Vapor Bartier,Mech.Attached Insulation,Bonded Roof Cover 39
<br /> 2E She or Stmttural concrete New,Reroof(Tear-O(�,Recover C-3 Banded and Mech.Attached Insulation,Bonded Roof Cover 39
<br /> 2F Steel or5wttural concrete New,Reroof(Tear-OHJ,Recover 0.2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 4G.43
<br /> 3A Struttural concrete New,Reroof(Tear-Off A-1 Bonded Insulation Bonded Roof Cover(Base Insulation Layer Only) 44-46
<br /> 3B Structural concrete New,Reroal(Tear-Ofp A-1 Bonded Insulation Bonded Roof Cover(Base and Top Insulation Layers) 46-54
<br /> 3C Structural concrete New,Reroof(Tear-OfQ F No.Insulated,Bonded Roof Cover 55
<br /> 4A Lightweight concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-58
<br /> 46 Ughtweight concrete New or Remof(Tear-Off) A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59
<br /> 4C Ughtweight concrete New,Reroof(Tear-Off) E-2 Non-Insulated,Mech Attached Base Sheet,Bonded Roof Cover 6043
<br /> 4D Ughtweight concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 63
<br /> SA Cementitious woad fiber New,Reroof(Tear-Off) A-1 Bonded lnsulatlon,Bonded Roof Cover 64
<br /> 58 Cementitious wood fiber New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet Bonded Insulation,Bonded Roof Cover 64-65
<br /> 5C Cementitious wood fiber New,Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 66
<br /> 6A Gypsum Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 67
<br /> 62Gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet Bonded Insulation Bonded Roof Cover 67-68
<br /> 6C Gypsum ro Reof(Tear-Off) C-1 Mech.Attached Insulation,Bonded Roof Cover 68
<br /> 6D Gypsum Reroof(Tear-Off) E-2 Non-Insulated Mech.Attached Base Sheet,Bonded Roof Cover 68-69
<br /> 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 70-77
<br /> 78 Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 78-91
<br /> The following Rates apply to the systems out8ned herein:
<br /> 1 The mof system evaluation herein pertains to above-deck roof components.Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction ofthe Authority Having
<br /> Jurisdiction.
<br /> 2 Unless otherwise noted,fasteners and stress plates shall be as follows.Fasteners shall be ofmfficient length forth.following engagements:
<br /> D Wood Deck Drill-Tec U12 Fastener or Drill-Tec 414 Fastener with Drill-Tec 3'Standard Steel Plate,Drill-Tec 3'Steel Plate or Drill-Tec A—Trac Flat Plate or Drill-Tee A—Trac Recessed Plate(insulation
<br /> only),D(BI-Tec ASAP 35,Dr114Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3'Metal Plate,DRII-Tec 412 DP Fastener or Dril I-Tec 414 HD Fastener whh Drill-Tec 3'Flat Steel
<br /> Plate,Drill-Tec 922 DPH Fastener with Drill-Tec 3'Recessed Steel Plate,Drill-Tec 3'ASAP Flat or Drill-Tec 3'ASAP Recessed.Minimum 0.75-inch plywood penetration or minimum 1-inch
<br /> wood plank embedment.
<br /> NEMO ETC,LLC Evaluation Report 01506.11.04-R29 for FL5680-1129
<br /> Certificate of Authorization#32455 7'EDITION(202G)FBC NON-HVHZ EVALUATION Revision 29:10/11/2020
<br /> 02019 NEMO ETC,LLC GAF Modified Bitumen Roof Systems;(800)765.3421 Appendix 1,Page 1 of 91
<br /> ONEMO I etc.
<br /> D Steel Deck: Drill-Tee#12 Fastener,Drill-Tec R14 Fastener or Drill-Tee xHD Fastener with Will-Tee 3'Standard Steel Plate,Drill-Tec 3'Steel Plate or Drill-Tec A—Trac Flat Plate or Drill-Tee A=Trac
<br /> Recessed Plate(insulation only);Drill-Tec ASAP 35;Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3'Metal Plate;Drill-Tee Extra Heavy Duty ASAP Roofing Fastener-
<br /> Insulation,Drill-Tec R12 DP Fastener,Drill-Tec U14 HD Fastener or Drill-Tec H15 EHD Fastener with Drill-Tec 3'Flat Steel Plate,Dtill-Tec h12 DPH Fastener with Drill-Tec 3'Recessed Steel
<br /> Plate,Drill-Tec 3"ASAP Hat or Drf11-Tec 3'ASAP Recessed.Minimum D.75-Inch steel penetration and engage the top flute of the steel deck.
<br /> > Structural Concrete: Dr111-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3'Standard Steel Plate,Drill-Tee 3'Steel Plate or Drill-Tec AauTmc Flat Plate or DYII-Tec AccuTrac Recessed Plate(insulation only),
<br /> DUIHTec Heald Duty ASAP Roofing Fastener Assembled with a 3'Metal Plate,Drill-Tel g14 HD Fawner with Drill-Tec 3'Flat Steel Plate or Drill-Tee 3*ASAP Flat(414 only).Minimum f-
<br /> inch embedment.Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
<br /> 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
<br /> 4 Minimum 200 psl,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
<br /> 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
<br /> 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-
<br /> wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components.
<br /> 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).
<br /> 5 Unless otherwise noted,insulation adhesive application rates are asfollows.Ribbon or bead width Is at the time of application;the ribbons/beads shall expand as noted in the manufactumes published
<br /> Imtmttions.
<br /> > Hot asphalt: Full Coverage at 25-301hs/square.If applying to concrete deck;deck shall be primed with ASTM D41 primer.
<br /> > GAF 2-Part Roofing Adhesive(G-2-Part): Continuous 2.5 to 3.5-inch ribbons,12-Inch o.c.
<br /> > LRF Adhesive M(LRF-M): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
<br /> > H.B.Fuller Millennium One-Step Foamahle Adhesive(M-CSFA): Continuous 2-inch wide ribbons,12-Inch o.c.
<br /> > Olyeond 500(OB500): Continuous 0.75 to 1-Inch wide ribbons,12-inch o.c.using OMG Pawgrt,SpotShot or Canister delivery methods.Note:01yBond Classic or
<br /> OlyBord500 Green may be used where OlyBend 5001s referenced
<br /> > Note:When multiple laWats)oflnsulatlen and/or coverboard are Nstalledin ribbon-applied adhesive,boardlolms shollbe staggered.
<br /> > Note:The maximum edge distance from the adhesive ribbon to the edge ofthe Insulation boardsholl be not less than one-ha/fthe specyed ribbons spacing.
<br /> 7 Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted.Tapered polVlsocyanurate at the following thickness limitations maybe substituted with the following
<br /> Maximum Design Pressure(MDP)Iimitatlons.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
<br /> the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed In the table.
<br /> > Hot asphalt: MDP=-240.0 psf (Min.0.5-Inch thick)
<br /> > GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP=-117.5 psf (Min.1.0-Inch thick)
<br /> > LRF Adhesive M(LRF-M): MDP=-23M psf (Min.0.5-Inch thick EnergyGuard Polylso Insulation,EnergyGuard Ultra Polyiso Insulation)
<br /> > H.B.Fuller Millennium One-Step Foamable Adhesive(M-OSFA): MDP=-157.S psf (MIn.O.S-inch thick polyisocyanumte)
<br /> > OlyBand 500(0g500): MDP=-292.5 psf (Min.0.5-inch thick EnergyGuard Potylso Insulation,EnergyGuard Ultra Polyiso Insulation)
<br /> > OtyBond 500(08500): MOP=-315.0 psf (MIn.05-Inch Mick EnergyGuard RH or RN)
<br /> > Oly'Mul 500(OB500): MOP=-487.5 psf (MIn.OS-Inch Mick EnergyGuard RA)
<br /> 8 For adhered roof insulation and board-size:Unless otherwise noted,referto Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(Febmary2020).
<br /> 9 For mechanically attached components or partlally-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone I PRIME design pressure determined in
<br /> 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
<br /> ANSI/SPRI WD3,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
<br /> Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for Zone 213 enhancements-
<br /> 10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed cribcal design pressure determined in accordance with FBC Chapter 16.No
<br /> rational analysis is permitted for these systems.
<br /> NEMO EfC,LLC Evaluation Report 01506.11.04-1129 for FLS6MR29
<br /> Certificate of Authorization 932455 7-EDITION(20201 FBC NON-HVHZ EVALUA710N Revision 29:10/11/2020
<br /> 02019 NEMO ETC,LLC GAF Modified Bitumen Roof Systems;(8D0)766.3411 Appendix 1,Page 2 of 91
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