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FL# FL1654-R27 1 c ° ED FOR
Application Type Revision _! ;Z COMPLIANCE
Code Version 2020
UC.,f�
Application Status Approved - COUNT
BCCC COUNTY
r
Comments
Archived
Product Manufacturer PQLYGLASS 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
Validation Checklist- Hardcopy Received
Certificate of Independence FL16S4 R27 C0I 2020 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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w°/o2bnFgUPv2pw6pKxAhNlxQbXaKmD3xgHjyOAYxuQ%3d°/s3d 112
riunua nuuunlg wuc vnnne
ASTM G155 2013
FM 4470 2016
FM 4474 2011
UL1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/02/2020
Date Validated 10/04/2020
Date Pending FBC Approval 10/12/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Maine Description
1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654-
Approved for use outside HVHZ:Yes R27.pdf
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
to one particular assembly over Concrete deck. Refer to the FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654-
ER Appendix for other systems and deck types.2.)Refer to RR,Lg&
ER, Section 5 for other Limits of Use. 3.) Refer to FL16717 Created by Independent Third Party: Yes
for HVHZ jurisdictions.
Foal Nen
Contact Vs::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Flores is an AA/EEO employer.aayrlahf 200]-2013 State of Florda ::Prlvaty 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-retards 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(l),
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:
®® ® ®®
Credit Card
Sde
hops://www.floddabuilding.org/pr/pr_app_ U.aspx?pamm=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQa/43d%3d 2/2
etc.
ONEM o�
APPENOIK 1:ATTACHMENT REQUIREMENTS FOR WIND UPuFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
SA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
18 Wood New or Reroof(Tear-Oft) 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
10 Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 14-15
IE 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-Oft) 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,Banded Roof Cover 38-43
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Banded 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
20 Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 53-SS
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-68
3B Structural concrete New or Reroof(Tear-Ofi) F Non-Insulated,Bonded Roof Cover 68
4A Lightweight concrete New or Reroof(Tear-Oft) A-1 Bonded Insulation,Bonded Roof Cover 69-73
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Banded insuiation,Bonded Roof Cover 73-47
4C Lightweight concrete New or Reroof(Tear-Oft) 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
58 Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 80-82
SC Cementitious wood fiber Reroof(Tear-Off)or Recover 8-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 82
51) Cementitious wood fiber Reroof(Tear-Offl or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 83
SE 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-Oft)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Banded 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 FLI654-R27
Certificate of Authorization 432455 7TM EDITION(20201 FBC NON-HVN2 EVALUATION Revision 25:09/30/2020
02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(9S4)733-2330 Appendix 1,Page 2 of 94
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The following notes apply to the systems outlined hereln:
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.
D 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 combinatian of FBC Approved(Local or Statewide)boardisl that meet FBC 1505 and,farfoam 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 0-1,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 manufacturers published
instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 Ibs/square.
➢ DuPont INSTA STIK Quik Set Insulation Adhesive(D-15): 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-PGI): Continuous 0.25 to 0.5-inch wide ribbons,124nch o.c.
➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. Note: OlyBond Green maybe used where Olyeond 500 is referenced.
➢ Olyeond 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.
➢ Nate:When multiple layem(s)of insulation and1w coverboard are installed in ribbon-applied adhesive,boardjoints shall be staggered.
D 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 fiat-stock or taper board of the minimum thickness noted. Tapered polyisoryanurate 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 MOP 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 psi (Min.0.5-inch thick)
➢ H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PGS)o MOP= -157.5 psf (Min.0.5-inch thick)
D OMG OlyBond 500(08500): MDP= 45.0 psf (Min.0.5-Inch thick Multi-Max FA-3)
➢ OMG OlyBond 500(OB500): MDP= -187.5 psi (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond SOO(O13500): MDP= -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(00500): MDP= -497.5 psf (Min.0.5-inch thick ACFoam 11)
➢ ICP Adhesives&Sealants Polyset CR-20: MOP= -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
accordancewith 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 FL3654-R27
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:0 913 0/2 02 0
®2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 94
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AN51/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. Aqualified 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 TA5105.
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 banded
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-2,0-1 or D-2,the insulation is optional.
Alternatively,an FOC 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 CSSO),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.
MEMBIIIANN . IIIIIN s
REFERENCE LAYER MATERIAL APPLICATION
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type 11
(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
Ibs/square
Asphalt-Applied) Note: As haft-opplledsheets or insulation shall not be opp!ledropofy$l/m wifocedmernbroms.
Base Ply One ply Elastabase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0
SBS-CA1 Cap Ply Elastoshield HTG,Elastoshield HT G FR,Elastaflex V G,Elastoflex V G FR,Elastoflex$6,Elastoflex S6 HP,Elastoflex 56 G,Elastoflex gal/square
S6 G FR,Elastoshield TS G,Elastoshield TS G FR,PolyFresko G SBS(sand-backed),Polyfresko G SBS FR(Sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP Polyplus 35 at 2.5-2.0
SBS-CA2 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex 56 G,Elastoflex gal/square
56 G FR,Elastoshield T$G,Elastoshleld TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastabase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex
56 HP,Elastoshield HT
SBS 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/llm surfaced membranes.
Base Ply or Ply One or mare plies Elastobase(sand/poly),Elastobase Poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
585-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex 56
Torch-Applied
(585,Tarch-Applied) Cap Ply G,Elastoflex 56 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film
backed)
NEMO ETC,LUC Evaluation Report P9290.02.08-R25 for FL1654-1127
Certificate of Authorization#32455 7TM EDITION 12020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020
®2018 NEW ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 94
ONEMO etc.
McM#RNaE/IpwesroECbneWNATroNs
REFERENCE LAYER MATERIAL APPLICATION
SBS-SA-H Base PI Elastobase SA Self-adhering (followed
(sss,self-adhering,Hybrd Systems) y torch-applied sheet)
Base Ply One or more plies Elastoflex SA V,Elasmflex Sq V FR,Elastoflex SA V Plus,Elastoflex SA V Plus Fit,Elastoflex SA Base HO
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise anted,permissible membrane substratesforSBS-SA am limited to the SRS-SA Base Ply options he re in,
Elastobase(poly/sorMJ or fbstobose(poly/poly).
PG350 at 1.5-2.0
APP-CAS Cap Ply Polyflex G FR gal/square
APP-TA Base Ply or Ply I One or more plies Polyglass Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply I Polyflex,Polyflex G,Polyflex G Fit,Polybond,Polybond 6,Polyfresko G,Polyfresko G FR
APP-SA-H ease Ply Polyflex SA Base Self-adhering(followed
uWP,50f-Adhering Hybrid Systems) by torch-applied sheet)
APP SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polvkool
(APP,Self-Adhering) Note: Unfenotherwise noted,permissible membranesubstmtesforAPP-SA are limited to the5B$-SA Base Ply options beret", Self-Adhering
Elastobase(poly/sand)or Elastobase l ly/poly).
16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MOP limitations. The lesser of the MDP listings below vs.those in Table 3A applies.
OPTION PRIMER VAPOR BARRIER INSULATION ADHESNE MOP
B TYPE(NOTE15) APPLICATION (PS"
C-V8-1. PG100 Elastoflex SA V Plus Self-Adhering D-IS or 5-20,12-inch o.c. -60.0
C-VB-2. PG 100 Polyglass Base Torch-applied DAS or CR-20,12-inch o.c. -75.0
C-VB-3. PG300 Elastoflex SA P Self-Adhering D-IS,12-inch o.c. -75.0
C-VB-4. PG100 Elastoflex SAP Self-Adhering M-OSFA,12-inch o.c. -157.5
C-VB-S. PG100 Elastoflex SA P Self-Adhering CR-2G,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,OBSOD or CR-20,12-inch o.c. -290.0
C-VB-7. I PG100 SBS-TA(with sanded-top-surface) Torch-applied M-OSFA,M-PG-1,08500 or CR-20,12-Inch o.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.
SURFAGnaOPBOtisiORphLyq Mopmra HfTtnA1*R6aPSY TC#t5),-; ' .
OPTION# SURFACING FLORIDA PRODUCT APPROVAL
SURF-1, PG 300 F110211
SURF-2. PG 600 FL10291
SURF-3. PG 650 FL10291
SURF-4. PG 700 FL10291
SURF-5. PG 700 OS FL10291
SURF-6. PG 900 FL10291
SURF-7. Polyplus 60 FL10291
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL3654-R27
Certificate of Authorization#32455 7-EDITION(2020)F8C NON-HVHZ EVALUATION Revision 2S:09/30/2020
02018 N EMO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-3330 Appendix 1,Page 4 of 94
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WOOD.
SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 15) MDP
No. (Note 1) (Note 13) Type Fasten(Note 11) Attach Base Ply Ply Cap Ply (Psf)
APA rated,
19132 CAT, Min.1.5-inch ACFoam II,ACFoam III,
0.578 in., (Optional)One or EnergyGuard Polviso Insulation,
ENRGY 3,ENRGY 3 CGF,H-Shield,H- Trufast Versa Fasteners(min.''/."penetration)& (Optional)SBS- SBS-SA,APP-
Exposure 1 more layers,any Shield CG,ISO 95+GL,Multi-Max Plates;2 screws per plate installed 180'into the 1 per SBS-SA SA,SBS-TA, SA,SBS-TA, -67.5`
W-59 OSB or min. combination,loose FA3,Polytherm or Ultra-Max holes of the plate- 1.3I APP-TA APP-TA
APA laid rated optionally primed with POLYBRITE
rated plywood 745 or W83000
Note: "For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 180lbf. Additional Verso-Fast fasteners within each Verso-Fast Plate maybe utilized to
produce minimum withdrawal resistance
Min.1.5-inch ACFoam 11,ACFoam M,
EnergyGuard Polyiso Insulation, Dekfast Hex(aka,Dekfast PUT-H-2-7/8)or Dekfast
(Optional)One or Galvalume Steel 3"Round Insulation Plate(aka, (Optional)SBS- SBS-SA,APP-
Min.19/32- ENRGY 3,ENRGY 3 CGF,H-Shield,H-
c ore layers,any Dekfast PLT-0.-3)with Dekfast#12,OMG 3 in. 1 per
W-60 inch Shield lyt I5095+GL,a-MaxMax Galvalume Plate(non-ribbed)or OMG AccuTrac 1.3 ft' SBS-SA SA,SBS-TA, SA,58S-TP, -67.5'
combination,loose
plywood FA3,Polytherm or Ultra-Max APP-TA APP-TA
laid
optionally primed with POLYBRITE Plate with#12 Roofgrip or Trufast 3"Metal
745 or WB3000 Insulation Plate with Trufast DP
HYBRID SYMMS WITH Stu-ADHERING APP BASE PLY:
Min.15132- lOptionalj One or Dekfast#14 with Dekfast Hex(aka,Dekfast PL7-H-
W-61 inch more layers,any Min.1.5-inch Polytherm,ACFoam II, 2-7/8),OMG#14 HD with OMG 3"Galvalume 1 per (Optional)APP-
combination,loose H-Shield or Palytherm Steel Plates or Trufast#i4 HD with Trufast 3-inch 2.7 ft' APP-SA-H TA APP-TA -30.0
plywood laid Insulation Plates
(Optional)One or Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with
Min,15/32- Min.0.25-inch DensDeck Prime or Dekfast#14,OMG 3"Round Metal Plate with
W-62 inch more layers,any SECU ROCK Gypsum-Fiber Roof OMG HD,OMG Flat Bottom Plate(Accutrac)with 1 per APP SA H (Optional)APP- APP-TA -30.0
combination,loose 2.0 ft' TA
plywood laid Board Roofgrip#14 or Trufast 3"Metal Insulation Plate
with Trufast#14 H0.
(Optional)One or Dekfast#14 with Dekfast Hez(aka,Dekfast PLT-H-
Min.15/32- Min.0.25-inch DensDeck Prime or
more layers,any 2-7/8),OMG#14 HD with OMG 3"Galvalume i per (Optional)APP-
W-63 inch combination,loose SECUROCK Gypsum-Fiber Roof qPP-SA-H APP-TA -45.0
plywood Board Steel Insulation
Plates
Trufast#14 HD with Trufast 3-inch 1.8 it' TA
laid Insulation Plates
HYBRID SYMMSS WITH SeuFADHEMND SBS BASE PLY:
Min.15/32- (Optional)One or Dekfast 014 with Dekfast He (aka,Dekfast PLT-H
W-64 inch mare layers,any Min.1.5-inch Polytherm,ACFoam II, 2-7/8),OMG#14 HD with OMG 3"Galvalume 1 per (Optional)585-
combination,loose H-Shield or Palytherm H Steel Plates or Trufast#14 HD with Trufast 3-inch 2.7 fP SBS-SA H TA 58S-TA Lo
plywood laid
Insulation Plates
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL3654-R27
Certificate of Authorization#32455 7'EDITION 12020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020
02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 17 of 94
ONEMOletc.
TABLE If: WOOD DECKS . .
SYSTEM TYPE F: I BONDED ROOF COVER
System Roof[over INote 25)
No. Deck(Note 1) Primer lolM7reatmeM Base Ply ply Cap My MDP Ipsfl
SELF-ADHERING BASE PLC
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 (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -52.5
W-206 0418 in Plus FR
place to create continuous bond. TA,APP-TA SB5-TA,APP-TA
Exposure 3 058
Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
W 209 inch plywood None None SBS-SA -90.0
TA,APP-TA SBS-TA,APP-TA
Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-$A, -97 5
W-210 inch plywood PG300 None SBS-SA
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, -97 5
W-211 inch plywood (Optional)PG100 into place to create continuous bond. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA
W 212 Min.15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,SBS- S85-SA,APP-SA, -105 0
inch plywood or WB3000 TA,APP-TA SBS-TA,APP-TA
Min. lywoo Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V Plus (Optional)585-SA,SBS- SBS-SA,AFT-SA,
W-213 inch plywood (Optional)PG100 into place to create continuous bond. or Elastoflex SAV Plus FR TA,APP-TA SBS-TA,APP-TA -135.0
HYBRID SYSIERIS WITH SI LF•ADHERING APP BASE PLY:
W-214 Min.15/32- (Optional)PG 100 None APP-SA-H (Optlonal)APP-TA APP-TA -90.0
inch plywood __
W-215 Min.15/32- (Optional)PG 100 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 SYMN S WITN SELF-ADHERING SBS BASE PLY:
W-216 Min.15/32- None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0
inch plywood
W 217 Min.15/32- pG100 None SBS-SA-H (Optional)SBS-TA SBS-TA -97.5
inch plywood
W-218 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus,rolled SBS-SA-H (Optional)SBS-TA SBS-TA -97.5
inch plywood into place to create continuous bond.
W 219 Min.15/32- POLYBRITE 745 None SBS-5A-H (Optional)SBS-TA S85-TA -105.0
inch plywood or W83000
NEMO ETC,LLC Evaluation Re
port ort P9290.02.08-R25 for FL1654-RZ7
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 37 of 94