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FL #
FL11602-R13
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Owens Corning Roofing and Asphalt, LLC
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43645
(740)321-6345
Greg. Keeler@owenscorning.com
Authorized Signature Keeler Greg
Greg. Keeler@owenscorning.com
Technical Representative Greg Keeler
Address/Phone/Email 2790 Columbus Road
Granville, OH 43023
(740)321-6345
greg.keeler@owenscorning.com
Quality Assurance Representative
Address/Phone/Email.
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12131/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL11602 R13 COI 2021 01 COT NIEMINEN.gff
Referenced Standard and Year (of Standard) Standard Year
ASTM D1970 2015
ASTM D4533 (tear strength) 2015.
ASTM D4798 (weathering) 2011
ASTM D4869 (liquid transmission) 2016
ASTM D5035 (tensile) 2011
FRSA/TRI, Sixth Edition 2018
UL 1897 2015
Equivalence of Product Standards
Certified By
https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5Ke/p2fTrZeHYB7UCe5KMr%2fsMfWgra38sP60YHMVvylw°/`3d°/`3d 1/2
9/8121. 11:56 AM
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/19/2021
04/19/2021
04/26/2021
06/08/2021
FL X
Model, Number or Name
Description
11602.1
Titanium Roof Underlayments for
Synthetic sheet -type roof underlayments
use In FBC non-HVHZ jurisdictions
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R13 II 2021 04 19 FINAL ER TITANIUM FL11602-
11131RGf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-142.5
Created by Independent Third Parry: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of a specific underiayment system beneath tile roof systems.
R13.12dF
Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections
5 and 6 for other Limits of Use.
Created by Independent Third Party: Yes
ea<N Ncet
contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessiblllty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The smalls
provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please
provide Me Department witn an email address which an be made available to Me public. To determine If you are a licensee under chapter 455, RS., please clldc here .
Product Approval Accepts:
® U ® -1-1
Credit Card
Safe
https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr°k2fsMfwgra38sP60YHMVvylw*/a3da/gad 212
u
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION••
Owens Coming Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R14
One Owens Corning Parkway FL11602-R33
Toledo, OH 43659
(740)322-6345
Date of Issuance:11/03/2008
Revision 14: 04/19/2021
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 products described herein have been evaluated for
compliance with the 7eh Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: Titanium"' Roof Underlayments for use in FBC non-HVH2 jurisdictions
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) 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 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
c,amrgo,,,,---
1. J.
,�irsxa-sots! ���
• IC
s�E ,
T � 64••.'E O* %m�c
r �;N•�= The facsimile sealappearing was authorized by Robert3ltlru��:•sr
Nleminen,P.E. on 04/19/2021. This does not serve as an
electronically signed document.
CERTIFIGTION 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 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.
®2018 NEMO ETC, LLC
ONEMOJetc.
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 following sections of the 7t1" Edition (2020) 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
Props
Standard
Year
1504.3.1
Wind resistance
UL1897
2015
1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, Material standard
ASTM D1970
2015
R905.2.8.2
1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tear strength
ASTM D4533
2015
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tensile strength
ASTM D5035
2011
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(5) / R905.1.1.1(5)
Liquid water transmission ASTM D4869
2016
1507.3.3 / R905.3.3
Material standard FRSA/TRI, Sixth
Edition 2018
TAS 110
Accelerated Weathering ASTM D4798
2011
REFERENCES:
Entity
Examination
Reference
I
Date
ERD (TST6049)
Various, system tests
135520.06.11
06/15/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
FRSA/TRI, partial
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D4869,LWT
101823107000-007A
12/09/2014
Owens Corning
Product equivalency
Declaration
06/18/2018
NEMO(TST6049)
FRSA/TRI, tile slippage
4j-OC-19-SSUDL-01.A
06/14/2019
PRI (TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PRI (TST5878)
FRSA/TRI, partial
OCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798, D1970
OCF-341-02-01
11/27/2017
PRI (TST5878)
TA5 117(B); Pull -through
OCF-422-02-02
04/03/2018
PRI (TST5878)
FRSA/TRI, partial
OCF-425-02-01
08/13/2018
PRI(TST5878)
UL1897
1378TO02
07/10/2019
PRI (TST5878)
ASTM D1623, TAS 103
OCF-507-02-01
08/13/2019
PRI(TSTS878)
UL1897
1378TO117
10/20/2020
PRI (TST5878)
ASTM D4533, D4798,D5035
1378TO110
10/15/2020
PRI (TM878)
ASTM D4533, D4798, D5035
1378TO111
10/15/2020
PRI(TST5878)
ASTM D4533, D4798,D5035
1378TO112
10/1S/2020
PRI(TST5878)
ASTM D4533, D4798,D5035
1378TOO59
02/13/2020
PRI(TST5878)
ASTM D8257-20
137ST0061
01/21/2021
PRI (TST5878)
ASTM D4798,TAS 103
1378TO174
04/16/2021
ITS (QUA1673)
Quality Control
Service Confirmation
12/09/2020
ITS (QUA1673)
Quality Control
Florida BCIS
Current
NEMO ETC, LLC Evaluation Report 111980.11.08-R34
Certificate of Authorization #32455 7- EDITION (Z020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium* Roof Underlayments Revision 14: 04/19/2021
Page 2 of 8
M
4.1
4.2
4.3
4.4
4.5
NNEMOletc.
PRODUCT DESCRIPTION:
Product
Material Standard
Plant(s)
Description
Titanium* PSU-30
ASTM D1970 and
Dubai, UAE
unreinforced polymer modified bitumen material
FRSA/TRI 09-18
Brentwood, NH
adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
with a release film. Unit weight 24 Ibs/square
Titanium® UDL-25
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 3507.1.1.1(5) /
a woven core coated on one side with a polymer
R905.1.1.1(2&3,
coating. Unit weight 2.5lbs./square
Exception), R905.1.1.1(5)
Titanium* UDL-30
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) /
a woven core coated on both sides with a
R905.1.1.1(2&3,
polymer coating. Unit weight 4.0 lbs./square
Exception), R905.1.1.1(5)
Titanium* UDL-50
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) /
a woven core coated on both sides with a
R905.1.1.1(2&3,
polymer coating. Unit weight 4.7 lbs./square
Exception), R905.1.1.1(5)
Titanium• X30
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) /
a non -woven polypropylene top scrim laminated
R905.1.1.1(2&3,
to a central non -woven polypropylene scrim with
Exception), R905.1.1.1(5)
polymeric coating on the bottom side. Unit
ASTM D8257
weight 5.0 Ibs./square.
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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -
Dade Counties).
5.3 This Evaluation Report 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.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 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.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
F8C Section:
1507.2
1507.3
1507.4 & ISO7.S
1507.7
ISO7.8 & IS07.9
Clay and Concrete Tile
Underlayment
Asphalt
Metal Panels
Slate or Slate-
Wood Shingles and
Mechanical
Adhesive-
Shingles
and shingles
Type Shingles
Shakes
Attach
Set
Yes
Yes
Titanium•PSU-30
Yes
Yes
Yes
Yes
(joint strips,15oz1.1.3/
(See 5.6.1)
R905.1.1.3)
Titanium• UDL-25
Yes
No
No
Yes
Yes
No
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization#32455 7o'EDITION (2020I FBC NOWHVHZ EVALUATION FL11602-R13
Titanium• Roof Underlayments Revision 14:04/1912021
Page 3 of 8
NNEM0 t
de c.
TABLE 1: ROOF COVER OPTIONS
FBCSection:
1507.2
1507.3
1507.4 & 1507.5
1507.7
1507.8 & 2507.9
Clay and Concrete Tile
Underlayment
As
Metal Panels
Slate or Slate-
Wood Shingles and
Mechanical
Adhesive-
Shingles
and Shingles
Type Shingles
Shakes
Attach
Set
Yes
Yes
Titanium•UDL-30
Yes
(Base sheet In
(Base Sheet In
Yes
Yes
No
2-ply system)
2-ply system)
Titanium• UDL-50
Yes
No
No
Yes
Yes
No
Titanium• X30
Yes
No
No
Yes
Yes
No
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Underlayment
Adhesive
Florida Product Approval
Titanium• PSU-30
Dupont 'Tile Bond'" Roof Tile Adhesive"
FL22525
ICP Adhesives and Sealants "Polyset• AH-16V
FL6332
ICP Adhesives and Sealants "Polyset• RTA-1"
FL6276
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Underlayment
ApplicationSubstrates
(designed to meet wind loads for project)
Type
Primer
Material(s)
Titanium• PSU-30
self -adhering
Deck/sheathing
(Optional) ASTM D41
Plywood
Base sheet
None
ASTM D226, Type II felt
ASTM D41
Titanium• UDL-30
None
Titanium• UDL-30 (inverted)
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with
the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not
less than FBC 1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation
instructions, but not less than Section 5.8.3 herein.
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The 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).
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table lA or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance
NEMO ETC, LLC Evaluation Report 111980.11.09-R14
Certl)Icate of Authorization k32455 7'• EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R33
Titanium* Roof Undedayments Revision 14:04/19/2021
Page 4 of 9
NNEMOletc.
#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, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps In accordance with Owens Corning
Roofing and Asphalt, LLC published installation requirements.
#2 Maximum Design Pressure = -142.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Underlayment: One ply Titanium" PSU-30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink
shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and
Asphalt, LLC published installation requirements.
5.8.3.2 Mechanically -Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
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, Roofing Application
Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the
limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for
enhancements.
#3 Maximum Design Pressure = -30 Dsf'
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, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt, LLC published installation requirements.
#4 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, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt, LLC published installation requirements.
NEMO ETC. LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization #32455 7^' EDITION (2020) FBC NON•HVHZ EVALUATION FL11602-R13
Titanium* Roof Underlayments Revision 14: 04/19/2021
Page 5 of 9
NNEMOletc.
#5 Maximum Design Pressure =-45 nsf•:
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, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular
rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing
and Asphalt, LLC published installation requirements.
#6 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 (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, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular
rink shank nails through 32 ga., 1-5/8-Inch diameter tin caps in accordance with Owens Corning Roofing
and Asphalt, LLC published installation requirements.
5.9 Exposure Limitations:
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof Cover Installation Type
Maximum Exposure (days)
Titanium• PSU-30
Mechanically attached
180
Adhesive -set the
180
Titanium* UDL-25, Titanium: UDL-30,
Titanium UDL-50, Titanium X30
Mechanically attached
180
5.10 Tile Sliooaite Limitations: 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRER -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Titanium• PSU-30
Flat
Max. 10-tile stack
5:12
Flat
Max 5-tile stack
6:12
Lugged
Max.10-tile stack
4:12
Lugged
Max. 5-tile stack
5:12
Lugged
Max. 10-tile stack 15 over 51
5:12
0771
NEMO ETC, LLC
Certylcote oJAuthorizanon #32455
7- EDITION (2020) FBC NON-HVHZ EVALUATION
Titanium- Roof Undedayments
Evaluation Report 111990.11.08-R14
FL11602-1113
Revision 14: 04/19/2021
Page 6 of 8
NNEMOletc.
6. INSTALLATION:
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, TltaniumO UDL-30, Titanium° UDL-SO or Titanium* X30:
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception),
1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception)
or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation
instructions. FBC requirements take precedence over the manufacturer's installation instructions.
6.3.2 Fasteners:
Minimum fasteners shall be corrosion resistant, ring -shank cap nails shall be as set forth in FBC 1507.1.1.1 or
1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3.
6.4 Titanium° PSU-30:
6.4.1 Non -Tile Applications:
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in
FBC 1SO7.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R90S.1.1.3 for the type of prepared roof covering
to be installed, and the manufacturer's installation instructions.
When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt, the felt shall be fastened in
accordance with FBC 1507.1.1 or R905.1.1.
6.4.2 Tile Applications
Shall be installed in compliance with requirements for a Self -Adhered Membrane in the FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation
instructions.
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
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:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate ofAuthori,utw #32455 7T" EDITION (2020) FBC NON-HVH2 EVALUATION FL11602-1133
Titanium- Roof Underlayments Revision 14: 04/19/2021
Page 7 of 8
tONEMOjetc.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
Intertek Testing Services NA Inc.—QUA1673; (312) 906-7779;
ENO OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization#32455 7-EDITION I20201 F8C NON-HVHZ EVALUATION FL11602-1113
Titanluma Roof Underlayments Revision 14:04/19/2021
Page 8 of 8