HomeMy WebLinkAboutEVALUATION REPORTSCANNED NEMO l etc.
B` , Certificate of Authorization #32455
}' 353 Christian Street, Unit #13
St. Lucie County Oxford, CT 06478
0 (203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-R21
150 Lyon Drive FL3654-R23
Fernley, NV 89408 Date of Issuance: 02/11/2008
(954)233-1330 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 Njeminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6u' Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
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:
t " ....... .
�::sao-saies'in
.r3
Robert J.M. Nieminen, P.E.'-.,o,*F
ce'oF::�a r
�;,.•,'; The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida FICA ANE39S3
�'s`�0N?�°"`' Niemines,P.E.on 10/08/2018. This does not serve as an
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- 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.
ONEMOletc.
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 6th 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:
Enti ----- Exam Reference _ Date _ --_- Entity Exam Reference_ Date _
ERD(TST6049) Physicals - PIN90.10.08-2 10/30/2D08 FM(TST3867) FM 4470 2MAOAM IZ/23/1998
ERO(TST6049) FM 4470/4474 P33760.09.09 09/10/2009 FM(rSr1867) FM 4470 2D5A9AM 06/22/1999
ERD (TST6049) FM 4470/4474 P33770.09.09 09/30/2DO9 FM (TSr1867) FM 4470 3006646 01/04/2000
ERD OsT6049) FM 4470/4474 P30540A1.09-111 11/30/2009 FM (TST1867) FM 4470 3001334 01/2512WO
ERD (TSr6049) FM 4470/4474 P30550.12.09 12/02/2009 FM (TST1867) FM 4470 3001334 02/15/2000
ERD D376049) Physicals P33960.12.30 12/30/2010 FM (T5T1867) FM 4470 3000857 01/12/2000
ERD CTSr6049) FM 4470/4474 P33970.03.11 03/15/2011 FM (TST1867) FM 4470 3004091 01/1Z(2000
ERD CW6049) Physicals P37590.03.13-3A 03/06/2013 FM(TSr1867) FM 4470 3006115 05/02/2001
ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM (TST1867) FM 4470 3012321 07/29/2002
ERD(TST6D49) Physicals P37590.03.13-1-R3 06/26/2013 FM(TST1867) FM 4470 3014692 03/05/2003
ERD(TST6M9) Physicals P37590.03.13-2-R1 07/01/2013 FM TST1867) FM 4470 3014751 08/27/2OD3
ERD(TST6049) Physicals P37590.D7.13-2 07/01/2013 FM(TST3867) FM 4470 3007170 01/13/2004
ERD (TSTGM9) Physicals P37590.03.13-5-R1 07/01/2013 FM (TST1867) FM 4470 3019317 06/30/2004
ERD (TST6049) Physicals P37590.07.13-1 07/02/2013 FM (TST1867) FM 9470 3020703 07/30/2004
ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM (TST1867) FM 4470/4474 3018332 01/31/2006
ERDCTST6049) Physicals P45940.09.13 09/04/2013 FM OW1867) FM 9470/4474 3023368 03/20/2006
ERD Cf5T6049) Physicals P44370.10.13 10/04/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006
ERD CTST6049) Physicals P39520.09.14-2 09/11/2014 FM(rST1867) FM 4470/4474 3023458 07/18/2006
ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 FM (31`1867) FM 4470/4474 3030668 09/12/2007
ERD ITS1`6049) Physicals P4S440SC.03.15-1 03/31/2015 FM(T51`1867) FM 4470/4474 3032172 06/12/2009
ERD (TST6049) Physicals SC5170.05.15 05/OB/2015 FM (TST1867) FM 4470/4474 3049631 04/21/2014
ERO (TST6M9) FM 4474 SC8085.05.15 05/19/2DI5 FM (TST1867) FM 4470/4474 3057029 02/02/2017
ERD(TST6049) Physicals SC5170,12.15 12/29/2015 NEMO(IST6049) Criticality 45-PLYG-18-0H.06.18 06/23/2018
ERD (TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TSF6049) FM 4474 41.-PLYG-10m3.08.18 08/21/2018
ERD(TST6D49) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO Cr5T6049) FM 4474 PLYG{3,C3,C4,CS,C3 09/21/2018
ERD CM6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO (M6049) Criticality 4S-PLYG-18m1.10.38 10/03/2018
ERD CW6049) FM 4470/4474 PLYG-stt0815.07.16-M 09/23/2016 PRI Cr5T5878) Physicals PUSA-062-02-01 12/04/2007
ERD W6049) UL1897 PLYG-SC12025.10.16 10/12/2016 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008
ERD (TST6049) FM 4470/9474 PLYG-SC11475.16 11/17/2016 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008
ERD(TST5049) FM 4470/4474 PLYG-SC13235.01.17 01/17/ZD17 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008
ERD CTST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 PRI (TST5878) TAS 114 PUSA-19MZ-01 02/08/2017
ERD (TSf11294) FM 4470/4474 PIYG-CIL13945.05.17-1 05/3D/2017 PRI (TST5878) TAS 114 PUSA-188-02-02 02/08/2017
ERD(TSr11294) FM 4470/4474 PIYGr 3945.05.17-a 05/30/2017 PRI(TST5878) TAS 114 PUSA-IN-02-03 02/08/2017
ERD UST6049) FM 4470/4474 PUG-SCOM5.0S.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 Cr5T5878) TAS 114 PUSA-202-02-02 05/17/2017
FM(TSr1867) FM 4470 2W7A7.AM 08/04/1994 M-D(CER3592) HVHZ Various NOAs Various
FM W1867) FM 4470 OWA3,AM 04/M/1997 M-D (CER1592) Prop. for Rev. 10-0823 10/12/2010
UL(QUA9625) Quality Control service Confirm 09/13/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization #32455 67"EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZ3
Polyglass Modified Bitumen Roof Systems; (954) Z33-1330 Revision 21: 10/08/2018
Page 2 of 4
*NEMOletc.
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
S
I
Elastoflex V
ASTM D6163
5
I
Elastoflex SA V Base
ASTM D6163, Table 2
5
1
Elastoflex SA V FR Base
ASTM D6163, Table 2
5
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex56
ASTM D6164
S
I
Elastoflex S6 Type 11
ASTM D6164
5
11
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6G FR
ASTM D6164
G
I
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
I
APP Membranes
Polyflex
ASTM D6222
S
I
PolyflexG
ASTM D6222
G
I
PolyflexG 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
I
Polyfresk0 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 I Evaluation Report P9290.02.08-1121
Certificate of Authorization #32455 6TM EDITION (20171 FBC NON-HVHZ EVALUATION FIA654-1123
Polyglass Modified Bitumen Roof systems; (954) 233.1330 Revision 21:10/08/2018
Page 3 of 4
NNEMO etc.
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 own 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 61G20-3.
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.
8. MANUFACTURING PLANTS:
Contact the noted QA agencyfor information on product locations covered for F.A.L. Rule 61GZO-3 CIA 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 P9290.02.08-1121
Certificate of Autharizatlon#32455 OEOITION (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21:10108/2018
Page 4 of 4
ONEMO etc.
APPENDIX 1:
ATTACHMENT REQUIREMENTS FOR WIND
DECK
UPLIFr RESISTANCE
APPLICATION
TYPE
I DESCRIPTION
PAGE
TABLE
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
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
SD
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
SE
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
1H
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 of Structural concrete
New, Reroof (Tear -Off) 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
3846
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
46
4A
Lightweight concrete
New or Reroof (Tear -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 Reroof (Tear -Off)
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 -Oft) 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
SD
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
6B
Existing gypsum
Reroof (Tear -Oft) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Existing gypsum
Reroof(Tear-Oft)or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
66
Existing gypsum
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
70
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes apply to the systems outlined hereto:
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.
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:
➢ Wood: Minimum 0.75-Inch penetration.
➢ 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 P9290.02.08-R21 for R3654-R23
Certificate of Authorization 032455 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 1 of 65
ON EMO etc.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the OA requirements
of F.A.C. 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, banded 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.
5. Preliminary Insulation attachment for System Type D: Unless otherwise noted, referto 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 25-30lbs/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.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Afore: OlyBond Green may be used where OlyBond 500 Is referenced.
D OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints 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 Rat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate 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'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:
D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psi (Min. 0.5-inch thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (013500): MDP .45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500 (013500): 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)
S. 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 WDl, 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.
10. Forfully 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 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.
12. For existing substrates in a bonded recover or re -roof installation, 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 an 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 032455
Prepared by: Robert Nleminen, PE-59166
6- EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (9S4) 233-1330
Evaluation Report P9290.02.08-1121 for FL3654-R23
Revision 21; 10/08/2018
Appendix 1, Page 2 of 65
NNEMOjetc.
TABLE 11: .... •OO
SYSTEM TYPE F: s BONDED ROOF COVER
System
Deck (Note 1)
Primer
Roof Cover (Note 15)
MOP (psQ
joint Treatment
Base Ply
Ply
Cap Ply
No.
W-170
Min. 15/32-
None
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-g0.0
Inch plywood
TA, APP-TA
TA, APP-TA
W-171
Min. 1S/32-
(Optional) PG100
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
inch plywood
.Ws172
i15j32^
inch'➢IYv<o92
PG10
-
ne
—"
SB6 SA
O(Banaq'SBSSA, SBS'•
W"TA
505•SA, APP ,SBS•
A7i5
Min. 15/32-
_
Plywood joints are covered with 4-Inch wide strips of Elastoflex SAVPlus, rolled into
Elastoflex SA V Base or
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA,SBS-
g75
W-173
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
W174
Min. 15/32-
POLYBRITE 745
None
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-105.0
Inch plywood
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 Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-135.0
W-175
Inch plywood
(Optional) PG10D
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
W-176
Min. 15/32-
(Optional) PG300
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into
Polyflex SA Base
(Optional)APP-TA
APP-TA
-135.0
Inch plywood
place to create continuous band.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-1123
Certificate of Authorization #32455 15- 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
SCANNED
BY
St. Lucie County
ENGINEER EVALUATE TEST
al IIATION REPCIF
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CONSULT CERTIFY
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-RS
One Owens Corning Parkway FL11602-R7
Toledo, OH 43659 Date of Issuance:11/03/2008
(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 underthe Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6w 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). NEMO( 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:
w+"„"""._. —.
3. r<
Robert J.M. Nieminen, P.E.
The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DC4 ANE1983
.,.++. Nieminen,P.E. on 09/14/2018. This does not same 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.
S. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in anyway, 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.
NNEMO etc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TitaniumTM Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC,
have demonstrated compliance with the intent of the following sections of the 60 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.
2. D••r
;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
TA5110 Accelerated Weathering ASTM D4798 2011
TAS 110 Pull -through resistance TAS 117(B) 1995
Examination
ERD (TST6049)
Physical Properties
ERD (TST6049)
Physical Properties
ERD (TST6049)
Physical Properties
ERD (TST6049)
ASTM D226
ERD (TST6049)
Wind Uplift
ITS (TST1509)
ASTM D226
ITS (TST1509)
ASTM D226
ITS (TST1509)
Physical Properties
ITS (TST1509)
ASTM D226
Owens Corning
Product equivalency
PRI (TST5878)
ASTM D1970
PRI (TST5878)
ASTM D1970; Tear strength
PRI (TST5878)
ASTM D1970; Tear strength
PRI (TST5878)
ASTM D1970; Tear strength
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
PRI(TSTS878)
ASTM D4798
PRI (TST5878)
TAS 117(B); Pull -through
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
ITS(QUA1673)
Quality Control
ITS (QUA1673)
Quality Control
Reference _ _ _-_
Date
115010.04.09
04/29/2009
115010.05.10
05/14/2010
135520.06.11
06/15/2011
138010.08.11
08/11/2011
135520.08.11-1
08/12/2011
311801000Q-003
04/26/2007
3130639COQ-002A
08/21/2007
3126617COQ-005
10/31/2007
101823107CDQ-011
01/23/2015
Declaration
06/18/2018
OCF-341-02-01
09/20/2017
OCF-331-02-02
10/03/2017
OCF-332-02-02
10/03/2017
OCF-334-02-02
10/03/2017
OCF-343-02-01
11/09/2017
OCF-341-02-01
11/27/2017
OCF-422-02-02
04/03/2018
OCF-425-02-01
08/13/2018
ITS Listings
Current
Service Confirmation
09/30/2017
4.1 Self -Adhering Underlayments:
:1.1 TitaniumTM PSUr.30 isan unreinforced 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 24 Ibs/square. Meets ASTM
D1970 and FRSA/TRI April 2012.
NEMO ETC, LLC Evaluation Report 111980.11.08-RB
Certificate ofAuthorlmtion N37455 6'aEDITION (2017)FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8:09/14/2019
Page 2 of 7
ONEMOletc.
4.2 Mechanically Fastened Underlayments:
4.2.1 TitaniumTM 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-isa synthetic sheet -type underlayment comprised of a woven corecoatedon both sides with a
polymer coating. Unit weight 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.3 Titanium"' 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 whichthis 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 Titanium'"' 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 COVEROPTIONS
UNDERLAYMENT
ASPHALT
SHINGLES
NAIL -ON TILE
FOAM -ON TILE
METAL
wOOD.SHAKES
&SHINGLES
SLATE
(Dubat UAE)
es
(`S3,T1z
$Yes.
Y-
WED
"'
Titanium P -30
(Brentwood, NH)
Yes
Yes
No
Yes
Yes
Yes
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Titanium UDL-30
Yes
Yes
(Base Sheet in 2-ply
system)
Yes
(Base Sheet in 2-ply
system)
Yes
Yes
Yes
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.
ALLOWABLE TILE ADHESIVE/ UNr
ADHESIVE
FLORIDA PRODUCT APPROVAL UNDERLAYMENTS
Dow TileBonda"
FL22525 Titanium PSU-30 (Dubai, UAE)
ICP Adhesives Polyset® AH-160
FL6332 Titanium PSU-30 (Dubai, UAE)
z Refer to File Manufacturers orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
NEMD ETC, LLC Evaluation Report 111980.11.08-R8
Certificate ofAuthorization #32455 Eta EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-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 =-45 psf:
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 Design Pressure =-30 psf*:
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 =-30 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 12-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 max. 12" o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certifmte o)Auftnzadon#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 4 of 7
ONEMOletc.
#4 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.(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 D.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" D.C. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#5 Maximum Design Pressure=-45 Dsf*:
5.6.4.1
5.7
5.8
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 D.C. at 4-inch wide side laps and 8-inch D.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" D.C. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
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 3A.
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 WDl, 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.
Exposure Limitations:
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longerthan 30-days.
Titanium PSU-30 shall not be left exposed for longer than 180-days.
Tile Slippage Limitations [per 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: TILES
LIP PAGE Lir,41TATIONS
OR DIREcT-D ECK TILE INSTALLATIONS
UNDERLAYMENT
TILE PROFILE
STAGING METHOD
MAXIMUM SLOPE
Titanium PSU-30 (Dubai, UAE)
Flat
Max. 30-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 111980.11.08-RB
Cenifmte of Authoriiation#32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Undedayments Revision 8: 09/14/2019
Page 5 of 7
ONEMOIetc.
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 S 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 priorto application, and prime the substrate (if applicable).
6.3 I TitaniumTM 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
2507.1.1 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 nailsshall
be required where the ultimate design wind speed, Vaula 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 Titanium^' UDL-25, Titanium UDL-30 or Titanium UDL-
50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 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 FBC 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 Titanium' PSU-30:
6.4.1 Non -Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, 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.
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. Titanium'" 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 afAuthonration#31055 6- EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-117
Titanium Roof Underlayments Revision 8: 09/14/2019
Page 6 of 7
NNEMOjetc.
6.5 Titanium 2-Ply System:
6.5.1 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.
6.5.2 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.
6.5.3 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 Corning Roofing and Asphalt, LLC published requirements for tile staging.
i. BLTI DING PERMIT REQUIREMENTS::
As required bythe 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. 61G20-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
Specification
Product 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, UAE)
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 Evaluation Report 111980.11.08.RS
Certificate of Authorizotion#32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Undedayments Revision 8: 09/14/2018
Page 7 of 7