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Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
Category
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Florida Engineer or Architect Name who developed
the Evaluation Report
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Validated By
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Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16S4-R23
Revision
2017
Approved
0
POLYGLASS USA
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Maury Alpert
malpert@poiyglass. com
Maury Alpert
1111 W. Newport Center Ddve
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass.com
Roofing
Modified Bitumen Roof System
FL ILQ I
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Robert Nleminen
PE-59166
UL LLC
09/13/2021
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
FL1654 R23 COI 2018 01 COI NIEMINEN.odf
Standard
Vear
ASTM D6162
200E
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
UL 1897
2012
httt3://www.floridabuildina.orv/t)r/Dr anD dtl.asnx?naram=wGEVXOwtDavaou2wp/o2bnF... 3/25/2019
Florida Building Code Online
Page 2 of 2
Sections from the Code
Product Approval Method,
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/08/2018
10/13/2018
10/21/2018
12/11/2018
FL#
Model, Number or Name
Description
1654.1
Polyglass SBS and APP
SBS and APP modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL1654 R23 11 2018 10 FINAL At ER POLYGLASS MODBU F 6 4-
R23.ndf
Approved for use outside HVHZ: Yes
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
Evaluation Reports
relates to one particular assembly over concrete
FL1654 R23 AE 2018 10 F N I YGLASS M DBIT LS 4
1123.ndf
deck. Refer to the ER Appendix for other systems
and deck types. 2.) Refer to ER, Section 5 for
Created by Independent Third Party: Yes
other Limits of Use.
oo9b Haat
nta�s :: 5601 Blair Sbne Read. Ta IeM1axxee FL 32399 phone, OM-407-3024
The Stale of Rodda b an MEW emperor, Convtlaht 2007-2013 State of navies, ;: P lymy Statement:: Aaezzlblllh Statement:: Refund Statement
Under Florida law, email addresses are pubbc records. If you do not went your a -mall address released in response to a publicreards re pot, do net and elensonic
mail to We atty. Irstesed, aspect she offaa by phone or by traditional mall. If you have any Ruesdans, please antan 650.487.1395.'Pursuant to session 455275
(1), Fladda statutes, effective October 1, 2012, licensees licensed under Chapler455, F.S. must provide the Department wish an email address it May have one. The
emalle pmVldcd may he used for offidal ammunh atlon with the Names. HOWCVer small addresses are public reard. Ifyou do not wlah to Supply a personal address,
plans. provide N. Da.meantwlth en email address which an be made mailable to the public To determine If you am a literate undercosa er 455, F.S., please
dick h,,,.
product Approval A.,.:
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Credit Card
Safe
http://www.floridabuilding.orgJt)r/Dr aun dtl.asnx?Daram=wGEVXOwtDavaou2w%2bnF... 3/25/2019
*NEMOletc.
APPENDIX 1:
AT-rAcHM ENT REQUIREMENTS FOR WIND
UPLIFT RESISTANCE
APPLICATION
TYPE
DESCRIPTION
PAGE
TABLE
DECK
SA
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
5-9
SC
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1D
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Hoof Cover
12
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
IF
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
SG
Wood
New or Reroof(Tear-Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
SH
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
11
Wood
New or Reroof(Tear-Off)
F
Non -Insulated, Bonded Roof Cover
26
2A
Steel or Structural concrete
New, Reroof (Tear -OR) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
30-34
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
35-37
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-46
38
Structural concrete
New or Reroof (Tear -Oft)
F
Non -Insulated, Bonded Roof Cover
46
4A
Lightweight concrete
New or Reroof (Tea r-Off)
A-1
Bonded Insulation, Bonded Roof Cover
47-49
4B
Lightweight concrete
New or Reroof(Tear-Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
4C
Lightweight concrete
New or Remof(Tear-Oft)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51-53
SA
Cementitious wood fiber
New or Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
SC
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
50
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
57-59
68
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Existinggypsum
ro
Reof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
6D
Existinggypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
61-65
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
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 FTC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-Inch penetration.
D Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
D Structural concrete: Minimum 1-inch embedment into pilot hole In accordance with fastener manufacturer's published installation instructions.
NEMO ETC, LLC Evaluation Report P9290.02.0&R21 for FL3654.R23
Certificate of Authorization 432455 6'" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65
NNEMOletc.
3. Unlessotherwise noted, insulation maybe anyone layer or combination of polyisocyanumte,polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements
of F.A.G Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet
fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
S. 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 (January 2016).
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 25-301hs/square.
D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS):
Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.
D Millennium One Step Foamable Adhesive (M.OSFA):
Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c.
D MIIIennlum PG-1 Pump Grade Adhesive (M-PGI):
Continuous 0.25 to 0.5-Inch wide ribbons, 22-Inch o.c.
D OMG OlyBond 500(OB500):
Continuous 0.75 to 1-Inch wide ribbons,l2-Inch o.c.(PaceCart or5pot5hot).Note: Oly8ond Green maybe used where OlyBond 500 is referenced.
D OlyBond Classic(OB Classic):
Full coverage at I 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/orcoverboard are installed In ribbon -applied adhesive, boardjolnts 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 flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MOP) limitations. In no case shall these values be used to lncreaW the MOP 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 thickermaterial listed in the table:
D Millennium One Step Foamable Adhesive(M-OSFA): MOP -157.5 psi (Min. 0.5-Inch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PG1): MOP -157.5 psi (Min. 05-Inch thick)
D OMG OlyBond 500(OB500): MCP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
D OMG OlyBond 500 (OB500): MCP -187.5 psf (Min. OS -Inch thick ISO 95+GQ
➢ OMG OlyBond 500(OBS00): MOP -315.0 psf (Min. OS -inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MCP -487.5 psf (Min. 0.5-Inch thick ACFoam 11)
➢ICP Adhesives& Sealants Polyset CR-20: MCP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polylsocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI W D3, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RA5137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall he tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data forcomparison 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 existing substrates in a bonded recover or re -roof Instal latlon, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) 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 in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the Insulation is optional;however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC
Certificate of Authorization #32455
Prepared by: Robert Meminen, PE-59166
6" EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02.08-R21 for F1.3654-1123
Revision 21: 10/08/2028
Appendix 1, Page 2 of 65
NNEMOjetc.
14. Lightweight Insulating Concrete (LWC) shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat
thickness is 2-Inches. For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1. For "pre-existent' LWC references, listings were established through testing over lightweight concrete cast
using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER3592). Unless otherwise noted,
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.
is. U
messuurcrwue namu,ronw
iiioiccc..�.,
„., __
PoLyGu,ss ROOF COVERS
REFERENCE
IIAYERI
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D46o1,Type ll
Hot Asphalt at 20-40
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178,Tpe IV or VI
Ibs/square
Asphalt -Applied)
Note.-
Asphalt-applled sheets orlasulatfon shallnotbe a pliedtopoly-film surfacedmembranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, ElastaflexS6Type II, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CAS
Elastoflex VG, Elastoflex VG Fit, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield
gal/square
Cap Ply
TS-G FR, PoI fresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase(sand/sand, Elastoflex V, Elastoflex S6, Elastoflex S6Type ll
Polyplus 35 at 1.5-2.0
SBS-CA2
Elastoflex VG, Elastoflex VG FR, Elastoflex 55, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex56 G FR, Elastoshield TS-G, Elastoshleld
gal/square
Cap Ply
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
Base Ply or Ply
56 Type II, Polyglass HT Base 650
Hot Asphalt at 20-40
SBS-AA
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex55, Elastoflex 56 Type 11, Elastoflex 56 G, Elastoflex 56G FR, Elastoshield TS-G,
Ibs/square
(SBS, Asphalt -Applied)
Cap Ply
Elastoshield TS-G FR, PoI fresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
I Asphalbappliedsheets orinsulatiun shallnot be applied to poly -film surfacedmembmnes.
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base
5B5-TA
650
Torch -Applied
(58S, Torch-Applied)Elastoflex
V, Elastoflex VG, Elastoflex VG FR, Elastoflex56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-
G, Elastoshleld 75-G FR resko G SBS (poly -film backed), Pol resko G SBS FR (poly -film backed
NCapPly
One or more plie ElastoRex SA V Base, Iastollex SA V FR Base, Elastoflex SA Plus, Elastoflex SA V Plus FR
SBS-SA
Elastoflex SA P, Elasto ex5 PFR, PoI reflect
Self -Adhering
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substrotesforSBSSA are limited to the SOS -SA Base Ply options herein,
Elastobase (poty/sond) orElostobose ( oly/ of .
PG350 at 1.5-2.0
APP-CAI
Polyflex G FR
gal/square
APP-TA
Base Ply or Ply
Oneormor ' PoI glass APP Base, Polyflex, Pal bond
Torch -Applied
(APP, Torch -Applied)
Cap Ply
Polyfi PolyflexG Pal lex G FR, PoI bond, Polybond G, Polyrreska G, Polyfresko G FR
Ca Ply
Polyflex SA P, PoI ex SA P FR, Pol resko G SA, Polykool
APP SA
Note:
Unless otherwise noted, permissible membrane substratesforAPPSA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
(APP, Self -Adhering)
Elastobase (poly/sand) orElastabase (poly/poly).
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization H32455 - 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by. Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65
16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations.
applies:
*NEMOjetc.
The lesser of the MDP listings below vs. those in Table 3A
OPTION
#
PRIMER
OPTIONS;VAPOR BARRIER STRUCTURALCONCRETE DECK;
VAPOR BARRIER
INSULATION ADHESIVE
MDP (PSF)
TYPE
ATTACH
VB-1.
PG10D
Elastoflex SA V Plus
Self -Adhering
Inta-SLik or CR-20, 12-Inch D.C.
-60.0
VB-2.
PG10D
Polyglass APP ease
Torch -applied
Inta-Stik or CR-20,12-Inch D.C.
-75.0
VB-3.
PGI00
Elastoflex SAP
Self -Adhering
Insta-SLik, 12-inch D.C.
-75.0
VB-4.
P13I00
Elastoflex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch D.C.
-157.5
VB-S.
PG100
Elastoflex SAP
Self -Adhering
CR-20, 12-Inch D.E.
-270.0
VB-6.
PG100
Elastoflex SA V Base, Elastoflex SA FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-Inch O.C.
.290.0
17. The following surfacing may be applied tothe 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
nppliatlon limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
OPTIONSSURFACING
Option#
I Surfacing
I Florida ProductA proval
SURF-1.
PG300 Fibered Roof Coating
FL10291
SURF-2.
PG600 Non-Fibered Aluminum Roof Coating
FL10291
SURF-3.
PG650 Fibered Aluminum Roof Coating
FL10291
SURF-4.
PG700 High Quality Elastomeric Roof Coating
FL10291
SURF-S.
PG700QS(Quick Set) High QualityElastomeric Roof Coating
FL10291
SURF-6.
PG800 Asphalt Emulsion Roof Coating
FL10291
SURF-7.
Polyplus 60 Premium Non-Fibered Aluminum Roof Coating
FL10291
SURF-S.
Pol lus 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
Polybrite 70 Premium Grade Elastomeric Roof CoatingFL10291
SURF-10.
Polybrite 700S(Quick Set) Premium Grade Elastomerlc Roof Coating
FL10291
SURF-11.
Polybrite 71 HS
FL10291
SURF-12.
Polybrite 90 High Solids Silicone RoofCoating
FL10291
SURF-13.
Polybrite 95 Silicone Roof Coating
FL10291
SURF14.
KM Acryl 15
FL27409
SURF-15.
KM Acryl 15 O5
FL27409
SURF-16.
KM AMI 25
FL27409
SURF-17.
KM Acryl 25 CS
FL27409
SURF-18.
KM Acryl 40 HS
FL27409
SURF39.
KM Acry185
FL27409
SURF20.
KM PS0250
FL27409
SURF21.
KM P511220
FL27409
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.
NEMD ETC, LLC Evaluation Report P9290.02.08-1121 for F1.3654-1123
Certificate of Authorization 032455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2028
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 4 of 65
ONEMOjetc.
TABLE 1i: .... ..
SYSTEM TYPE F: . BONDED ROOF COVER
System
Roofcover(Note 15)
MOP (ps0
lointTreatment
Base Ply
Ply-
Cap Ply
No.
peck (Note 1)
Primer
Min. 15/32-
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
900
W-170
inch plywood
None
None
TA, APP-TA
TA, APP-TA
W-171
Min. IS/32-
(Optional)
None
Polyflex SA Base
(Optional) APPTA
APP-TA
-90.0
Inch plywood
Min. 15/32-
SBS-SA
(Optional) SBS-SA, S05-
SBS-SA, APP-50.505-
975
W 27Z
Inch plywood
PG300
None
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Base or
(Optional)SBS-SA, S85.
SBS-SA, APP-SA, SBS-
975
W 173
inch plywood
(Optional)PGS00
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
Min. 1S/32-
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-105.0
W-174
Inch plywood
POLYBRITE 745
None
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastoflex SAV Plus, rolled into
Elastoflex SA VPlus or
(Optional)SBS-SA, SBS-
SBS-SA APP-SA,SBS-
-135.0
W-175
inchplywood
(Optional)PG300
place to create continuous bond.
Elastollex SA V Pius FR
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastaflex SAV Plus, rolled into
Polynex SA Base
(Optional)APP-TA
APP-TA
-135.0
W-176
Inch plywood
(Optional)PG100
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FLI6S4-R23
Certificate of Authorization H32455 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 26 of 65