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- FL # FL11602-R10
Application Type Revision 72
Code Version 2017
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
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Keeler Greg
Greg. Keeler@owenscorning.com
Greg Keeler
2790 Columbus Road
Granville, OH 43023
(740) 321-6345
greg.keeler@owenscorning.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida Profes
Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Intertek Testing Services NA, Inc. - QA Entity
12/31/2020
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
FL11602 R10 COI 2019 01 COI NIEMINEN.pdf
Standard
Year
ASTM D1970
2015
ASTM D226 (physicals)
2009
ASTM D4798
2011
FRSA/TRI April 2012
2012
TAS 117(B)
1995
UL1897
2012
Product Approval Method Method 1 Option D
Date Submitted 10/17/2019
Date Validated 10/17/2019
Date Pending FBC Approval 10/20/2019
Date Approved 12/10/2019
FL # Model, Number or Name $ Description
i1602.1 Titanium Roof Underlayments Synthetic sheet -type roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11602 RIO II 2019 10 FINAL ER FL11602-R1O.pdf
Approved for use outside HVHZ: Yes Verified By: Robert Nieminen PE-59166
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-45 Evaluation Reports
Other: 1.) The design pressure noted herein pertains to use of a specific FL11602 RIO AE 2019 10 FINAL ER FL11602-R O.pdf
underlayment system beneath foam -on tile sytsems. Refer to ER Section Created by Independent Third Party: Yes
5.6.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Use.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. (pyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen
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 se
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuat
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email add
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi:
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a license
Chapter 455, F.S., please click here .
Product Approval Accepts:
W 99
Credit Card
Safe
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
ut4 Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
(740) 321-6345
Evaluation Report 111980.11.08-R11
FL11602-R10
Date of Issuance: 11/03/2008
Revision 11: 10/17/2019
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 6t' Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Titanium"' 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, LLC 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 "NEMOletc. 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.
' ^ <; rr ;" The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCAANE1983
_1.,.,,,. Nieminen, P.E. on 10/17/2019. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEW 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.
92018 NEMO ETC, LLC
ONEMO I etl
ROOFING COMPONENT EVALUATION:
1. SCOPE.
Product Category:
Roofing
Sub -Category:
U nde rlayment
Compliance Statement: TitaniumT"' Roof Underlayments, as produced
by Owens Corning Roofing and Asphalt, LLC,
have demonstrated compliance with the intent of the following sections of the 61h 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. -STAN.,R.
Section
Property
Standard
Year
1504.3.1
Wind Uplift
UL 1897
2012
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
3. REFERENCES
Examination
Entity
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
311801000Q-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
ERD (TST6049)
Physical Properties (NH)
4j-OC-19-SSUDL-01.A
06/14/2019
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
PRI (TST5878)
ASTM D226/ ASTM D4798
OCF-331-02-01 R1
05/07/2019
PRI (TST5878)
ASTM D226 / ASTM D4798
OCF-332-02-01 R1
05/07/2019
PRI (TST5878)
ASTM D226 / ASTM D4798
OCF-334-02-01 R1
05/07/2019
PRI(TST5878)
UL1897
1378TO02
07/10/2019
PRI (TST5878)
Tensile adhesion
OCF-507-02-01
08/13/2019
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
MEMO ETC, LLC Evaluation Report 111980.11.08-R11
Certificate of Authorization #32455 6�" EDITION (2017) FBC NON-€ VHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 2 of 8
Product Specification
4.1 Titanium"' PSU-30 ASTM D1970 Dubai, AE & b�inreinforced polymer modified bitumen material ad red
and FRSA/TRI Bren ood, NH to the underside of apolymer-coated, synthetic wove
April 2012 sheet. The underside is backed with a release film. nit
ht 24 Ibs/square
4.2 TitaniumTM UDL-25 FBC 1507.1.1 Qingdao, China synthetic sheet -type un comprised of a woven
& R905.1.1 core coated on one side with a polymer coating. Unit
(Exception) weight 2.5 Ibs./square
4.3 TitaniumT1 UDL-30 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven
& R905.1.1 Canada & core coated on both sides with a polymer coating. Unit
(Exception) Qingdao, China weight 4.0 Ibs./square
4.4 TitaniumT" UDL-50 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven
& R905.1.1 Canada & core coated on both sides with a polymer coating. Unit
(Exception) Qingdao, China weight 4.7 Ibs./square
LIMITATIONS:5.
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 TitaniUMT" 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:
C
TA13LE 1: ROOF COVER OPTIONS
- halt —`
Asp—
z
Wood Shakes
derl nayment.
Shingles
NaI n Tile
Foam -On Tile
Metal
& Shingles
Slate
Titanium PSU-30
Yes
es
Yes
Yes
Yes
Yes
(See 5.5.1)
Titanium -
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
NEMO ETC, LLC Evaluation Report 111980.11.08-Rll
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-FHVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 3 of 8
NEMO I etc.
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlavment combinations
5.6
c
5.6.1
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Underlayment
Adhesive
Florida Product Approval
Titanium PSU-30
DUPONT Tile Bond""
FL22525
ICP Adhesives Polyset® AH-160
FL6332
ICP Adhesives Polyset® RTA-1
FL6276
Allowable Substrates (for self -adhering):
TABLE 2: SUBSTRATE OPTIONS
Underlayment
Primer
Substrates
Titanium PSU 30
(Optional) ASTM D41
plywood
None
ASTM D226 felt
TM D41
Titanium UDL-30
None
Titanium UDL-30 (inverted)
#1
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.
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 = -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, 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.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance
NEMO ETC` LLC Evaluation Report 111980.11.08-R11
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RID
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 4 of 8
ONEMO I etc.
#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, 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 = -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 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.
#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, 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.
5.6.4.1 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 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. 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, Titanium UDL-50 or Titanium PSU-30 shall not be left exposed for longer than
180-days.
NEMO ETC, LLC Evaluation Report 111980.11.08-R11
Certificate of Authorization #32455 6;" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 5 of 8
ONEMO etc.
5.8 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 3: TILE SLIPPAGE LIMITATIONS FOR DIRECT -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 (5 over 5)
5:12
INSTALLATION:
NEMO ETC, LLC Evaluation Report 111980.11.08-R11
Certificate of Authorization #32455 6T" EDITION (2017) FEC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 6 of 8
6.3.3
6.3.4
Slopes of 4:12 or greater:
fONEMOleti
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
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.
Slopes of 2:12 to less than 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 25-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
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 upslope, maintaining minimum 25-inch side (horizontal) laps, resulting in
a double -layer application.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily
attached pending attachment of the battens.
TitaniurnT"" 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.
Titanium'" PSU-30 shall be back -nailed in accordance with Owens Corning published installation requirements.
6.4.2 Nail -On 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. 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 published installation requirements.
Refer to Section 5.8 for tile staging limitations.
6.4.3 Foam -On 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. 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 published installation requirements.
Refer to Table 1A for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 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.
NEMO ETC, LLC Evaluation Report 111980.11.08-R31
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 7 of 8
6.5.3
6.5.4
UN
Nail -On 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.
Refer to Section 5.8 for tile staging limitations.
Foam -On Tile Applications:
For foam -on the installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4
Refer to Table 1A for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
7-7-71
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS -
Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer
to Section 4 herein for product & production locations having met codified physical properties specifications.
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-R11
certificate of Authorization #32455 67H EDITION (2017) FDC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 8 of 8