HomeMy WebLinkAboutEVALUATION REPORTNEMOl etc.
SCANNED Certificate of Authorization#32455
BY 353 Christian Street, Unit #13
6478
St. Lucie County oxford, CT (203)262-9245-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(954)233-1330
Evaluation Report P9290.02.08-R2
.E R2
Date of Issuance:02/11/2008
Revision 21: 10/08/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DES CRIPTI0N:'Pgjyglass.S6� APP_Modifie 'BitumemRaof System
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO i etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 65-page Appendix.
Prepared by: >';;i:'.::r,"
Robert J.M. Nieminen, P.E. '*F@s{�q;;��-- The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 10/08/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E: are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
NNEMOletc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 61' Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physicals
ASTM D6162
2008
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTM D6164
2011
1507.11.2
Physicals
ASTM D6222
2011
1507.11.2
Physicals
ASTM D6509
2009
3. REFERENCES:
gaiity
Exam
Reference
Date
Enti
Exam
Reference
Date
ERD(TST6D49)
Physicals
P10490.10.08-2
10/30/2008
-
FM CMU67)
FM 4470
2DOAOAM
12/23/1998
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
FM (TST1867)
FM 4470
2D5A9AM
06/22/1999
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
FM (TST1867)
FM 4470
3006646
01/04/2000
ERD (TST6G49)
FM 4470/4474
P30540.11.09-R1
11/30/2009
FM (TST1867)
FM 4470
3001334
01/25/2000
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (TST1867)
FM 4470
3DO1334
02/15/2000
ERD(TST6049)
Physicals
P339GO.12.10
12/30/2010
FM nST1867)
FM 4470
3000857
01/12/20W
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
FM (TST1867)
FM 4470
3004091
01/12/2000
ERD (TST6049)
Physicals
P37590.03.13-3A
03/06/2013
FM UST1867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
FM RST1867)
FM 4470
3012321
07/29/2002
ERD (TST6049)
Physicals
P37590.03.13-1-R1
06/26/2013
FM (TST1867)
FM 4470
3014692
08/05/2003
ERD(TST6049)
Physicals
P37590.03.13-2-R1
07/01/2013
FM (TST1867)
FM 4470
3014751
08/27/2003
ERD (TST6049)
Physicals
P37590.07.13-2
07/01/2013
FM(TST1867)
FM 4470
3007170
01/13/2004
ERD (TST6049)
Physicals
P37590.03.13-5-Ri
07/01/2013
FM(TST1867)
FM 4470
3019317
06/30/2OD4
ERD (TST6049)
Physicals
P37S90.07.13-1
07/02/2013
FM (TST1867)
FM 4470
3020703
07/30/2004
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM (TST1867)
FM 4470/4474
3018332
01/31/2006
ERD (TST6049)
Physicals
P45940.09.13
09/04/2013
FM (TST1867)
FM 4470/4474
3023368
03/20/2006
ERD CMT6049)
Physicals
P44370.10.13
10/04/2013
FM (TS1`1867)
FM 4470/4474
3024594
05/23/2006
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM (TST3867)
FM 4470/4474
3023458
07/18/2006
ERD M6049)
FM 4470/4474
SC6160.11.14
11/10/2014
FM M1867)
FM 4470/4474
3030668
09/12/2007
ERD (TST6049)
Physicals
P4544DSC03.15-1
03131/201S
FM Mn867)
FM 4470/4474
3032172
06/12/2009
ERD (TST6049)
Physicals
SC5170.05.15
05/08/2015
FM (TST1867)
FM 4470/4474
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM (TST1867)
FM 4470/4474
3057029
02/02/2017
ERD (TST6049)
Physicals
SC5170.12.15
1Z129/2015
NEMO (TST6049)
Criticality
45 !.YG- 001.06.18
06/23/2018
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
NEMO (TST6049)
FM 4474
4L-PLYG-is,ocs a.fa
08/21/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
NEMO (TST6049)
FM 4474
PLYG{1, O, u, C5,M
09/211201B
ERD(TST6049)
FM 4470/4474
PLYG-SCB905.05.16-2
05/17/2016
NEMO(TSTfi049)
Criticality
4SPLYG-18001.10.18
10/03/2019
ERD (TST6049)
FM 4470/4474
PLYG-Sc10815.07.1"I
09/23/2016
PRI (TST5878)
Physicals
PUSA-062-02-01
12/04/2007
ERE) (TST6049)
UL1897
PLYG-SC12025.10.16
10/12/2016
PRI (TST5878)
Physicals
PUSA-061-02-02
01/28/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
PRI (TST5878)
Physicals
PUSA-064-02-02
02/27/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC13235.OL17
OV17/2017
PRI (TST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD UST6049)
FM 4470/4474
PLYG-SC13920.05.17
05/30/2017
PRI (TST5878)
TAS 114
PUSA-188-02-01
02/08/2017
ERD (TST11294)
FM 4470/4474
PLYGt 13s45.05.17-1
05/30/2017
PRI (TST5878)
TAS 114
PUSA-188-02-02
02/08/2017
ERD (TSTI1294)
FM 4470/4474
PLYG{TL13945.0$.17-3
05/30/2017
PRI (TSTS878)
TAS 114
PUSA-188-02-03
OZ/08/2017
ERD (TST6049)
FM 4470/4474
PLYG.SC13945.05.17
05/30/2017
PRI (TST5878)
TAS 114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
FM 4470/4474
PLYG-SC15760.09.17
09/11/2017
PRI nST5878)
TAS 114
PUSA-202-OM2
05/17/2017
FM(MT1867)
FM 4470
2W7A7AM
08/04/1994
M-D(CER3592)
HVHZ
Various NOAs
various
FM (TST1867)
FM 4470
003A3AM
04/04/1997
M-D (CER1592)
Prop. for Rev.
10-0823
10/12/2010
UL(QUA9625)
QualityControl
service Confirm
09/13/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZ3
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 2 of 4
ONEMOJetc.
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
TABLE
Type
1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN
Product
ROOF SYSTEMS
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
SBS Membranes
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
5
I
ElastoflexV
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 Type 11
ASTM D6164
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
1
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
1
Polyfresko G SBS (sand or poly -film back)
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film back)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
1
APP Membranes
Polyflex
ASTM D6222
S
I
PolyFlexG
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
1
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
S
I
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Cercifimte of Authorization #32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION FL16S4-R23
Polyglass Modified Bitumen Roof Systems; (9S4) 233-1330 Revision 21:10/08/2018
Page 3 of 4
ONEMOletc.
5.5 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. Load resistance of
the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -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.
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 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 (January 2016) for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded in place, 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.
5.9 For mechanically attached insulation or membrane over existing roof 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.
5.10 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 with ANSI/SPRI IA-1,
ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 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 awn merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 611320-3.
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC
1609 for determination of design wind loads.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements
UL LLC— QUA9625; (314) 578-3406,- k.chancellor@us.ul.com
- THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Cenificote of Authorization#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL36S4-R23
Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Revision 21: 10/08/2018
Page 4 of 4
ONEMOjetc.
APPENDIX
1:
TABIE
ATTA�R`Errrr RECILIFENDENTS FOR WIND
OECJL
UPUFr RESISTANCE
APPLIMMON
TYPE
DESCWMM
PAGE
LA
Woad
Newor Reroof(rearOff)
A-1
Bondedlnsulation,Bonded RoofCmier
5
IB
Wood
Newer Reroof(Tear-0ff)
A-2
Mech.Attached Anchor5heet.Randedlrssulatbm Bonded Roof Craver
5-9
SC
Woad
New, Reroof (Tear-" or Recover
A-2
Mach. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover
10-11
1D
Wood
New,Rercof(Tear-0ff)or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Raof Cover
12
IE
Wood
New, Remof(Tear4floor Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
Now, Remof(rear-0ff)or Recover
D
Insulated,Mech. Attached Base Sheet, Bonded Roof Craver
15-17
1G
Wood
Newor Remof(Tear-0ff)
E
NoMnsulated,Mech. Attached Base Sheet (calls), Bonded Roof Corer
1&21
If
Woad
New, Remof(Tear-0tf)or Recover
E
Non -insulated, Mach. Attached Base Sheet (scrows& plates), Bonded Roof Cover
21-IS
11
Wood
New or Remef(Tear-0fi)
F
Non4nsulated, Banded Roof Cover
26
2A
Steel or Structural concrete
New, Reroaf Qear-0ffl or Recover
B
Mech. Attached Base Insulation, Bonded Top l mulation, Bonded Roof Cover
27-29
28
Steel or 5vuctural concrete
New, Remof(Tedr-0ff) or Recover
C
Mech. Attached Insulation, Banded Roof Corer
30-31
2C
Steel or Structural concrete
New, Reroof(TearOff) or Recover
D
Insulated, Mach. Attached Base Shee;Banded Roof Craver
35-37
3A
Structural concrete
Newor Reroof(Teardff)
A-1
Bonded Insulation, Bonded Roof Corer
38-46
38
Structualconcrote
Newor Reroaf(TearUfJ
F
NaMnsulated, Bonded Roof Cover
46
4A
Lightweight concrete
New or Remof(Tear-0ff)
A-1
Bonded Insulation, Bonded Roof Corer
4749
6B
Lightweight concrete
New or Reroof(TeiI
A-2
Mxh. Attached Anchor Sheet, Bonded Insulation, Bonded RoafCmer
So
4C
Ughtweightconcrete
New or Remof(Tear-Off)
E
Non4mulated, Mach. Attached Base Sheet, Bonded Roof Cover
51-53
SA
C Rnentitious wood fiber
Newor Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded RO¢f Corer
54
SB
Camentitiouswoodfiber
New, Reroof(Tea r4ff)or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover
55
SC
Cementitious woad fiber
New, Remof MarOffj or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
SD
Cementiilom wood fiber
New, Remof(Tear-M or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
S6
SE
Cernentitious woad fiber
New, Reroof(TearOff) or Recover
E
Non-Imulated,Mesh. Attached Base Sheet, Bonded Roof finer
56
6A
Existinggypsum
Remof (TearOf()
A-1
Bonded Insulation, Bonded Roof Cover
52-59
6B
Existinggypsum
Reroof(Tear Off)or Recover
A-2
Mxh.Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Exletinggypsum
RBmof(Tear ff) or Remover
C
Mxh. Attached Insulation, Bonded Roof Osver
60
ED
Exirtinggypsum
Remof(Tear-=or Recover
E
Non-Imulated, Mach. Attiched Base Sheet, Bonded Roof Corer
fill
]A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
61i
TB
Various
Recover
F
Non4mulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes apply to the systems ootllned herein:
1. The roofsystem evaluation herein perblmtoabovedeck roofcomponenta Roof decks and stmctuml members shall be In accordance with FBC reeulrementa to the satisfaction of the AuthodtV Having Jurisdiction.
Load resistance of tire mof deck shall be documented through proper codifed and/or MC Approval docomerdatlon.
2. Insulation/ base sheet hzteners shall be of sufficient length for the fallowing deck engagement:
>Wow: Minimum 0.T inch penctatlon.
➢Steel: Minimum 0.25-inch penetation and engage thetop flute ofthe steel deck
➢ Strocuml concrete: Minimum I --inch embedment Into pilot hole In accordance with festemrmanutaeturefs publBhed installation instructions.
NEMO ETC, ILC Evaluation Report P9290.02.0&821 for FU654-R23
Certificate of Authorization#32455 6- EDITION(201T) FBC NON.f EVALUATION Revision 21:10/08/20U
Prepared by: RobertNieminen, PE.59166 Felyglass Modified Bitumen Roof Systems; (95,1) 23&1330 Appendix 1, Page I of IS
®NEMO j etc.
3. Unless otherwise noted, insulation may be any one layer orcombinatlon of polyiaowanuate, polystyrene, wood fiberboard, Perim, gypsum -based mod board ormineal-wool roof board that meets the OA requirements
of FAG Rule 61G20-3 and is documented as meeting FBC ISOS.land, forfoam plastic, FBCChapter26, when Installed with Lie raof rover.
4. Minimum 20D psi, minimum 2-imh thick lightweight insulating concrete maybe substituted for rigid insulation board for5yrtem Type D(mechaniallyatached base sheet, bonded roofo0ver), whereby the base sheet
fasteners are instilled through the LWIC to engage the structural steel or concrete deck The structural deck shall be of equal orgreater configuration to the steel and mncrea deck linings. 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 though proper codified and/ter FBC Approval
documentation.
S. PrelAninary 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 nod width is at the time ofapplication; the ribbons/beads shall expand as noted in the manufacturer's published InstmNons.
➢ Hot asphalt(HA): Full covageat25-301bs/square.
➢ Dow INSASTINOuIkSetlnsulatian AdheaNe(D4S): Canvnucus0.75 to 1-Inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to OS -inch wide ribbon, 12-inch o.c.
➢Millennium PG-1 Pump Gads Adhesive(M.PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch c.c.
➢ OMG OIyBond SOD(00500): Continuous 0.75m 1-inch wide ribbons,l2-Inch o.c.(PaceCart or5pet5hot). Note: OlyBond Green maybe used where OlyBond 5001s referenced.
➢ Oly9ond Classic(OB Classic): FuficoyeageatlmVsquare.
➢ la Adhesive A, Sealants Polyset CR-20: Congruous 25-3S-inch wide ribbons, 124nch o.c.
D None. When muMple/wers(s) offnsulation and/or coverbaard are installed In ribbon -applied adhesm, board(oints half be staggered.
➢ Note: The maximum edge d8ancefmm the adhesive ribbon a the edge of the Insulation board shall be not box than one hulfthe specifredribbons spacing.
7. Unless otherwise noted, all insulations are flat-aock or taper board of the minimum thickness noted. Tapered polybaMmmite at the following thickness limlatlore may be substituted with the following Maximum
Design Pressure(MDP)Ilmkations. In no case shall these values be used to'incri the MOP Swings In the tables; rather If MDP listing below meets or exceeds that listed for a p inialarsystem in the tables, then the
thinner board listed below maybe used as a dr in for the equivalent thicker material listed in the able:
➢ Millennium One Step Foamable Adhesive(MOSFA): MDP -157.5 psf (Min. OSAnch thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PGI): MOP -1575 psf (Min. USinch thick)
➢ OMG ONBond 500(OB500): MDP 45.0 ad (Min. 05-Imds thick Mufti -Max FA-3)
➢ OMG OlyBand SW(OB500): MDP -1875 pd (Min. 05-inch thick ISO 95h GL)
➢ OMG OlyBond 500(OBSW): MDP -315.0 pot (Min. 0.5-Inch thick ENRGy 3)
➢ OMG Olvicnd 500(08500): MDP-075 psf (Min. 05-Inch thick AOcram 11)
➢IC➢Adhesives& Sealants Polyset CR-20: MDP -1175 psf (Min. l.Nnah thick)
S. Bonded polynocyanurate insulation boards shall be maximum G 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 Zane 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed live qualified design pofessioml to nesiathe elevated pressure criteria. Commonly used methods are ANSI/SPRI W D1, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 117 and Rcai Application Standard RAS 137. Assemble. marood with an asterisk* any the limitations sat 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 war eadsUng decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design profesclanal shall review the data for comparison to the minimum
requirements for the system. Testing and anayss shall be In accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
11 For existing substrates in a banded recover or ni ineallatIon, the existing roof surface or existing mof deck shall be examined for compatibility and band performance with the celected adhesive, and the existing
roof system (far recover) shall be capable of resisting pmlect design pressures on la own merit a the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
AN51/SPRI IA-1, ASIM M7, FM Lass Preyenton Data Sheet 1-52 orTesting Application Standard TAS 224.
13. For Recover Applications using System Type D, the Insulation is optional;however, the existing roof system shall be suitable far a recover application.
NEMO ETC, LLC Evaluation Report P92W.02.D6-R21 far F11654R13
Certificate of AuthorWtion p32355 6- EDITION (20171 FBC NON-HVRCE EVALUATION Revision 21:10/0812019
Prepared by: Robert Nieminen, P&59166 Polygass Modified Bitumen Roof Systems; (9541233-1330 Appendix I, Page 2 of 65
ONEMOjetc.
14. Lightweight lnsulatfng Concre[e(LWQ shall be cart in accordance wimFBCSection 191T to the satisfaction of the Authority Having Jurisdiction. Forwaemswhere Specific LWCiS,.%renoed,refertocum MLWC
Product Approval forspeci0, deck construction and limitatiom. Unless otherwise noted, for systems where specific LWC B not referenced, the minimum design mar Mail be 300 psi. In all cases, the minimum topcoat
thicknewls2-mches. For LWC over Structural concrete, reference is made m FBCSectlon 1917.4.1, Point 1. For-pre-etl nCLWCreferenms,lMinps mestablih dthmughtertimg rltg elgMmncrewe A
using only foaming agent (AS ME), water and Portland cement(ASTM COO), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BOOD(FBC CER1592). Unlessatherwise noted,
use of there listings in new construction or re-roof(mar f) appliatiom is at the discretion ofthe Designer or Record and Authority Having Jurisdiction.
]. Unless otherwise noted.refer to the followine references for bonded hose
REFERENCE
I
MATERIAL
APPLICATION
BP -AA
One or more piles Polyglass G2 Base, F6CAp roved A —I DA601, Type ll
(Be. and Ply Mears,
One or more plies Pol lass Pl IV Polyglassp VI, FBCA mvetl A--021T8, Nor VI
Hotcu..[at20d0
Asphalt -Applied)
AmhaR-a Iledsheehorhrsula0on Mail not lxo I/edtp poi Ire su dmembmrrex
Ibs/spuare
One ply Elastobaa (sand/sand), ElastoFlex V, Eastmflex 56, Elastoflex S6Type II, Polyglass HT Base B50
511- 1
J�K.
Elastoflex VG; EbStoFlexVG FR, Elastoflex 56, Elastoflex 56 Type 11, Elastoflex 56 G, Elastoflex 56 G FR, Elartoshield T56, Elartoshield
pG350 st SS20
gal/zquare
TSG FR Polyhesko G SBS sand -barked), Po sko G SBS Fit and-0 cked)
Ply
One Elartobaa sand/sand ElaxtaflexV Elastoflex $fi, ElastoFlex Sfi Type ll
SBS- 2
Elastoflex VG, ElastoFlex VG PR,ElastoFlex$6, ElastoFlex 56 Type 11, ElastoFlex S6 G, ElastoFlex 56 G FR, Elartoshield T56Elartoshield
Polyplus 35 M35-2.0
gal/equare
TS-G FR, Potyhesko G SW (and -backed), PolYhesko G 585 FR (sand-0acked)
One or more plies Elastabose(and/and or poly/sand), Elambase P(and/and or Poly/and), Elastoflex V, Elastoflex 56, Elastoflex
56T a H. Palygle. HE Base 650
SBS AA
(SBS,Asphalt-Applled)
mpPN
Elastoflex V, ElasmFlexVG, Elastoflex VG FR, Elastoflex 56, ElastoFlex56 Type 11, Elam" G, ElaSmflex S6G FR, Elartoshield T56,
Hot Asphalt at 20-00
Ibs/squam
ElastashieldT FR, Polyfresko G SBS(sand-backed), Polyfreska G SW FRI(sand+acked)
Note:
&pIraltoppliedshects orlmulaflon shall notee applied W 1 m suJincedmem6rones.
5B5 TA
Base ply., Ply
firm or more plies Elasmbaa(ard/poly), Elartabase(paN/polY),U.swflex V, Elastoflex 56,Elastoflex 56 Type 11, Paiy6laa trt Base
Tomh-Applied
(SBS,Torch-Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex SG, Elastoflex 56 Type 11, Elastoflex 56 G, Elesto0ex 56 G FR, Elasoshield TS-
G, ElartoshieldT PF, PolyfresPo G 5B5(poly-film hacked), Polyfresko G SES FEE(polY-film backed)
Base Ply
One or more plies Elastaflex SA V Base, Elastoflex SA FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
S95-SA
Cap Ply
Elastoflex SA P, Elasflex SA P FR, PoIYreFlea
Self -Adhering
(SBS,SelfAdhedng)
Note:
Unless otherwise noted, permissible membrane substrafofor SBS-SA are llcoiled W Me 585SA Bear Ply optlom herein,
Eleetobme(paly/sond) or Vostobsee (polylpolyX
APPiA1
Capply
PolyFlex G FR
PG35D at LS-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Poyflex, Polybond
Torch -Applied
(APP,Tarch-Applied)
Cap PH
Polylbx, PotyRex G, PolytkxG FR, Potybond, Polybood G, Polyfresko G. Potyfresko GFA
Cap PIY
Polyflex SA P. PoIYFlex SA P FR, Polyfresko G SA, Polykool
APP SA
(APP, Self -Adhering)
Note:
Unless otherwise noted perrafsbfe mem6mnrmbsbatesforAPP are limited m Me S8 U Base Ply optlam herefry
5eN-Adhering
Um obase(poly/sand) orgars[nbrse(pob/polyp
NEMO ETC, 11C Evaluation Report P9290.02.08.1121 for FL365a 11U
Cemifate of Authorbatioh h32455 0 EDITION (2017) FBC NON-HWE EVALUATION Revislan 21:10108/2018
Prepared by: Robert Nieminen,PE-59366 Polyglass Modified Bitumen Roof Systems,(95d) D3 U130 Appendix 1, Page 3 of 65
ONEMOjetc.
16. Vapor barrier options forusewerstructural mrwete deck followed by adhered emulation cent' Nefollow4ng Maximum Design Pressure(MDP)Bmite[Ions. The lesseroftha MDP listings belowvs. those in Table 3A
applies:
OPNON
PRIMER
VAPOR gARPIER
INSUTATIONADHESIVE
MDP(PSFI
TYPE
ATTAOf
VB.1.
PG100
Elartoflex SAV Plus
Self -Adhering
Inta-Stik or CR-20, Li!4ncho.c.
-WA
VB-2.
PGI00
Polyglass APP Base
Torch -applied
Inte-Stik Or CA-20, 12-Inch o.c.
-75.0
V&3.
PG10D
Dasoflex SAP
Self -Adhering
Insta-Stik, 12-Inch ox.
.75.0
VB4.
PGI00
Elartoflex SAP
Self-Adheriag
Millennium One Step Foamable Adhesive,12-inch o.c.
n7.5
VB-5.
PGIOD
Elartoflex SAP
Self -Adhering
CA-20, 12-inch o.c.
-270.0
VBfi.
PGI00
Elartoflex SA V Base, Elartoflex SA V FIR Bass,
Elartoflex SA V Pius, DaMflex SA V Plus FR
Self-Adherlog
Millennium One step Foomable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-Inch o.c.
250D
17. The fallowing surfzcing may be applied to the Cap Ply without adwmeeffect on the system wind load performance. Refer to current Florida Product Approval for approved Polvg6ss and KM Coatings roofcoatings for
application limitations and a Raafng Materials Directory for fire ratings associated with coating usage.
Option#
•Surfacing
Florida Product Approval
SURF.I.
PG300 Fibered Roof Coating
FL10291
SURF-2.
PG600 Non-Fibered Aluminum Roof Coating
FUC291
SURF-3.
PGG50 Fibered Aluminum Roof Coating
FL10291
SURF .
PG700 High Quality Danomedc Roof Coating
FL10291
SURFS.
PG700Q5 Quick Set) High Quality Elastamedc Roof Coating
FU0291
SURF-6.
PERIOD Asphalt Emulsion Roof Coating
FL10291
SURF7.
Polyplus 60 Premium NowFiMmd Aluminum Roof Coating
FU0291
SURF-8.
Polyplus 65 Premium Fibened Aluminum Roof Coating
FL10291
SURFS.
Polybrite70Premium Grade Elartomedc Roof Coating
FL10291
SURF-10.
Polybrite70QS(QUitk Set)Pmmium Gmde Mastomedc Roof Coating
FU0291
SURF-11.
Polybrite 71 HS
FL10291
SUNFI2.
Polybrite 90 Hlgh Solids Silicone Roof Coating
FU0291
SURF-13.
Po bdte 95 Silicone Roof Coating
R10291
SURF-14.
KM Acry115
FU7409
SURF-15.
KM AcM 1S OS
FM409
SURF-16.
KM AcM 2S
M74M
SURF17.
KM AW Z Q5
FU7409
SURF-18.
KM A4ryl 40 HIS
M7409
SURF-19.
KM Acryl 815
FU7409
SURF-20.
KM P50250
FUNDS
SURF-21.
KM PSR2Z0
M74M
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 UCQ uc Evaluation Report P9290.0208-Il for FL3654-R23
Certificate of Authorisation R32455 6- EDITION (20171 PRO NON-HVHZ EVALUATION Revision 21: 101O6/2018
Prepared by: RobertNleminen,PE 9166 Polyglass Modified ORumen Roof Syrterou, 1954)233-IBO Appendix 1, Page 4 of 65
ONEMOjetc.
TABLE It: WOOD DECKS —NEW CONSTRUCTION .. e
System.
perk (Notel)
Primer
SYSTEIVITYPE F: NON -INSULATED, BONDED ROOF COVER
RoolCwerlNo[e 15)
Map(psf)
No.
Jolyd Treatment Base Ply Ply Cap Fly
W-170
Min. 15/32-
None
None
SBSSA
(Optional)SBSSA.SBS-
SBSSA. APP-SA. SRS-
40.0
Inchply ool
TA.APP-TA
TA,APP-TA
W-171
Min. n/32-
Optional)PG100
None
Pow. SA Hate
(Optional)APP-TA
APP-TA
40.0
Inch plywood
W-172
Min. 15/32-
PG100
None
S SA
(Optional)SBSSA,SB
SBSSA, APP-SA SRS
-975
Inch plywood
TA. APM1TA
TP, APP-TA
W-1]3
Mir. 35/32-
(Optbnalf PGS00
Plywoodm joints are matted with Lincln wide strips of Elastoflex SA V Pius, rolled into
Elastoflex SAVBaseor
(Optional)SBS-SA, SBS
SBS-SA. APPS%5BS
9)5
inch plyod
wo
ylambocreatemn0nuousbcnE.
EI=oflex SAVFRBase
TA, APP-TA
TA, APP-TA
W-174
Mir. 15/32-
ML"RIiE745
None
SRSSA
(Optiona1)5RLSx. SRS-
SBSSA, APPSA. SBS
.10SO
Inch pMeood
TA. APP-TA
TAAPP-TA
Min. 15/32-
Plywood jolntsaresovered with x-inch Md. stn, of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plusor
(optionafl SBSSA SBS
SBSSA. APPSA. SaS
W-175
Inch pHwood
(Optpnal)PG100
placetaceatemn0nupus bond
Elartoflex SAVPjus M
TA. APP-TA
TA. APP-TA
-135.0
W-1)6
Min. 15/32-
(Optional) PG300
Plywoedloln[sare matted with flinch wbesfips of Ebstoflea SAVPim,rolledinto
Polyllex SAM
(Optional)APP-TA
APP-TA
-Ina
Inch plywood
pUreWcreatemntinuousbond.
NEMO ETC, LLC Evaluation Repart P9290.02.08-1121 for EL16S4M
Certificate of Authofiation d32455 Gra EDITION I2037) PI C NON-NVIQ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59366 Polyglots Modified Bitumen Roof Systems, (951) 283-1330 Appendix 1, Page 26 of 65
u
ENGINEER EVALUATE
SCANNED
BY
St. Lucie County
TEST CONSULT
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CERTIFY
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R8
One Owens Corning Parkway 41711111602 R7
Toledo, OH 43659 Date of Issuance: ll/03/2008
(740) 321-6345 Revision 8: 09/14/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 611, Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: TitaniumTM Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEW (etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 7
Prepared by:
P
""n::;r•,,-
AA;ri`E G
y`a �..E. •..,
wait?-sa:e3 •�=:
Robert J.M. Nieminen, P.E.
a`uR C?:i l•F
% °=: r a, The facsimile seal appearing was authorized h Robert
Florida Registration No. 59166, Florida DCA ANE1983
e`P� Nieminen,P.F on O9/14/2018. This does notseme asan
` electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
NNEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium'" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC,
have demonstrated compliance with the intent of the following sections of the 6n' Edition (2017) Florida Building
Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
Section
Property
Standard -
Year
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
TAS 110
Accelerated Weathering
ASTM D4798
2011
TAS 110
Pull -through resistance
TAS 117(B)
1995
Entity
Examination _ ,.
' Reference
-Date
ERD (TST6049)
_
Physical Properties
_
115010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
115010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
ASTM D226
138010.08.11
08/11/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
ASTM D226
3118010CCQ-003
04/26/2007
ITS(TST1509)
ASTM D226
3130639COQ-002A
08/21/2007
ITS (TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
Owens Corning
Product equivalency
Declaration
06/18/2018
PRI (TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PRI(TST5878)
ASTM D1970; Tear strength
OCF-331-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-332-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-334-02-02
10/03/2017
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
OCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798
OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull -through
OCF-422-02-02
04/03/2018
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
OCF-425-02-01
08/13/2018
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
4.1 Self -Adhering Underlayments:
4.1.1 Titaniumm PSU-30 is an unrelnforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24lbs/square. Meets ASTM
D1970 and FRSA/TRI April 2012.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 2 of 7
ONEMOletc.
4.2 Mechanically Fastened Underlayments:
4.2.1 Titanium'°° UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs./square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.2 Titanium'"° UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.3 TitaniumTM UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs./square; meets FBC 1507.1.1 & R905.1.1 (Exception).
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 TitaniumTM Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction
for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE
1: ROOF
'
ASPHALT
..
.. .,
WOOD SHAKES
UNDERLAYMENT
.SHINGLES
NAIL-ONTILE_
FOAM -ON TILE
METAL •
&.SHINGLES
SLATE
Titanium PSU-30
Yes
Yes
Yes
Yes
Yes
Yes
(Dubai, UAE)
(See 5.5.1)
Titanium PSU-30
Yes
Yes
No
Yes
Yes
Yes
(Brentwood, NH)
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
(Base Sheet in 2-ply
(Base Sheet in 2-ply
Yes
Yes
Yes
system)
system)
Titanium UDL-50
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
`. ADHESIVE
FLORIDA PRODUCT APPROVAL - UNDERLAYMENTS
Dow TileBondTM
FL22525 Titanium PSU-30 (Dubai, UAE)
ICP Adhesives Polyset® AH-160
FL6332 Titanium PSU-30 (Dubai, UAE)
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate ofAuthonzation #32455 61e EDITION (Z017) FBC NON-HVHZ EVALUATION FL31502-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 3 of 7
ONEMOletc.
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226, Type I or II felt.
➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is
the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure =-45psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies, Titanium PSU-30 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#2 Maximum DesienPressure =-30Dsf•
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Titanium UDL-30 (inverted)
Fasteners:
12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps
Spacing:
6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required at all tin -caps.
Underlayment:
One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#3 Maximum Design Pressure =-30psf':
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Fasteners:
Spacing:
Primer:
Underlayment:
Titanium UDL-30 (printed side up)
12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps.
6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
ASTM D41 primer required over printed side of UDL-30.
One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed max. 12" c.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
NEMO ETC, LLC Evaluation Report 111980.11.08-RB
Ceniiicote of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL31602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 4 of 7
ONEMOletc.
#4 Maximum Design Pressure=-45psf":
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min.32 ga.,1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#5 Maximum Design Pressure =-45 psf•:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga, 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, 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 WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. 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.
5.7 Exposure Limitations:
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 180-days.
5.8 rile Slippage Limitations Iper FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE
SLIPPAGE LIMITATIONS DIREcT-DECK TILE INSTALLATIONS
UNDERLAYMENT
TILE PROFILE STAGING METHOD MAXIMUM SLOPE
Titanium PSU-30 (Dubai, UAE)
Flat Max.10-tile stack
5:12
Lugged Max. 10-tile stack
6:12
Titanium PSU-30 (Brentwood, NH)
Tiles shall be loaded and staged atop battens, regardless of tile profile or
slope
NEMO ETC, LLC Evaluation Report 111980.31.08-RB
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/201B
Page 5 of 7
NNEMOletc.
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Titanium- UDL-25, Titanium UDL-30 or Titanium UDL-50: -
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter
heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: ':..except metal cap nails shall
be required where the ultimate design wind speed, Veal, equals or exceeds 150 mph."
Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
in lieu of metal cap nails for these applications, when the TitaniumTM UDL-25, Titanium UDL-30 or Titanium UDL-
50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBCTable 1507.1.1
or R905.1.1.
6.3.3 Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be in accordance with FOC Table 1507.1.1 or R905.1.1. When batten systems are to
be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of
the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet over the
starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch
side (horizontal) laps, resulting in a double -layer application.
6.4 TitaniumTM PSU-30:
6.4.1 Non -Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
2507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements.
Titanium'" PSU-30 shall be back -nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. TitaniumTM PSU-30 shall be back -nailed
max.12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate of Authorization #32455 6^ EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 6 of 7
6.5
6.5.1
6.5.2
6.5.3
ONEMOIetc.
Titanium 2-Ply System:
The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30, self -adhered.
Non -Tile Applications:
Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium
PSU-30 in accordance with Section 6.4.
Tile Applications:
For nail -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
FRSA/TRI April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Owens Coming Roofing and Asphalt, LLC published requirements for tile staging.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
Specification
Productt s
Mission, BC, Canada
FBC 1507.1.1(Exception)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1(Exception)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Dubai, UAE
FRSA/TRI 04-12 (2-ply system)
Titanium PSU-30 (Dubai, UAf)
Brentwood, NH
ASTM D1970, FRSA/TRI 04-12
Titanium PSU-30 (Brentwood, NH)
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
-- END OF EVALUATION REPORT -
NEMO ETC, LLC
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-RS
FL11602-R7
Revision 8: 09/14/2018
Page 7 of 7