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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 Ext 242
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 Robert Nieminen
developed the 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 2012
ASTM D4897 2009
ASTM D6162 2015
ASTM D6163 2015
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2015
ASTM G155 2013
FM 4470 2016
FM 4474 2011
UL 1897 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 Product
FL# Model,Number or Description
Name
1654.1 Polyglass Modified SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1654_R27_II_2020_09_30_FINAL_A1_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 Evaluation Reports
application relates to one particular FL1654_R27_AE_2020_09_30_FINAL_ER_PG_MODBIT_FL1654-
assembly over concrete deck.Refer to the R27.12df
ER Appendix for other systems and deck Created by Independent Third Party:Yes
types.2.)Refer to ER, Section 5 for other
Limits of Use. 3.)Refer to FL 16717 for
HVHZ jurisdictions.
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Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copy6uht 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 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:
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APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
IA 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
lE 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 Velociflex,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
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
SO 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 FL1654-1127
Certificate of Authorization#32455 7TH 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
f4NEM0 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 25-30lbs/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(0B500): 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.
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.
➢ 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(OBSOO): MDP= -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢ OMG OlyBond 500(OB500): MDP= -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500(OB500): MDP= -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MDP= -487.5 psf (Min.0.5-inch thick ACFoam II)
➢ 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 FL1654-1127
Certificate of Authorization#32455 7Ta 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 2 of 94
ONEMOletc.
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
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 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 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 CER3592).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: Asphak-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 S6 HP,Elastoshield HT
SBS-CAI Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex PG350
Gap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
at 1.5-2.0
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP
gal/square
at 1.5-2.0
u
SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gl
Cap Ply 56 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) ga
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-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(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 56
(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 Torch-Applied
backed)
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-1127
Certificate of Authorization#32455 7TH 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 3 of 94
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 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 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(poly/sand)or Elastobase(poly/poly).
APP-CA3 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
(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,5eR-Adhedn&Hybrid Sy.e ) by torch-applied she
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
# TYPE(NOTE 15) APPLICATION (PSF)
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 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 D.C. -290.0
C-VB-7. I 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 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-S. PG 700 CIS FL10291
SURF-6. PG 800 FL10291
SURF-7. Polyplus 60 FL10291
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for F1.1654-1127
Certificate of Authorization#32455 7TH 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 4 of 94
tONEMO etc.
SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
OPTION# SURFACING FLORIDA PRODUCT APPROVAL
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 2
7409
SURF-26. Turbo-Set FL10291
18 "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Referto FBC 1609 for determination of design wind loads
TABLE 1A: • F DECKS
BONDED INSULATION,BONDEDOF
Base Insulation Layer Top Insulation Layer Roof Cover(Note 15)
System Deck 7APP-SA,
No. (Note 1) Type Attach Type Attach Base Ply Ply Ca
(Notes 6,7,8) (Notes 6,7,8)
SELF-ADHERING BASE PLY:
Min.15/32- Min.1.5-inch Polytherm,ACFoam II,Polytherm (Optional)additional
D-IS,M-OSFA, D-I5,M-OSFA, (Optional)SBS-SA,SBS- SBS-SAW-1 inch G,ACFoam III,ENRGY-3,Polytherm H,H-Shield, OB500 or CR-20 layers(s)of base OBS00 or CR-20 SBS-SA TA,APP-TA SBS-TA
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, D-IS,M-OSFA, layers(s)of base D-IS,M-OSFA, APP-SA-H (Optional)APP-TA APP-TA -52.5
plywood H-Shield CG,Multi-Max FA3 OB500 or CR-20 insulation OB500 or CR-20
HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY:
Min.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-I5,M-OSFA, SBS-SA-H (Optional)SBS-TA SBS-TA -52.5
plywood H-Shield CG,Multi-Max FA3 OB500 or CR-20 insulation OB500 or CR-20
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27
Certificate of Authorization#32455 7rH 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 5 of 94
tONEMO I etc.
TABLE 11:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
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, O5B joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
W 208 0.418 in., None place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA -52.5
Exposure 1 OSB Plus FR
Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,
W 209 inch plywood None None 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, g7 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 plywoo I or WB3000 TA,APP-TA SBS-TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide stri s of Elastoflex SA V Plus,rolled Elastoflex SA V Plus
W-213 (Optional)PG100 p or Elastoflex SA V (Optional)SBS-SA,565- SBS-SA,APP-SA, -135.0
inch plywood into place to create continuous bond. Plus FR TA,APP-TA SBS-TA,APP-TA
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 5B5 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 SA V 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-SA-H (Optional)SBS-TA SBS-TA -105.0
inch plywood or WB3000
NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-1127
Certificate of Authorization#32455 7TH 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 37 of 94