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F TY Manufacturer Validated By Status
FL11602-1113 Revision Owens Coming Roofing and Asphalt,LLC John W. Knezevich, PE Approved
History Category:Roofing (954)772-6224
Subcategory:Underayments
FL15216-RB Revision Owens Coming Roofing and Asphalt,LLC John W.Knezevich, PE Approved
History_ Category:Roofing (954)772-6224
Subcategory:Underlayments
FL15216-R9 Revision Owens Coming Roofing and Asphalt,LLC John W. Knezevich, PE Pending FBC Approval
Category:Roofing (954)772-6224
Subcategory:Underlayments
FL27945-RI Revision Owens Coming Roofing and Asphalt,LLC Steven M. Urich,PE Approved
History_ Category:Roofing (717)317-8454
Subcategory:Underlayments
FL32344-RI Revision Owens Coming Roofing and Asphalt, LLC John W.Knezevich, PE Approved
History Category:Roofing (954)772-6224
Subcategory:Underlayments
FL34546 New Owens Coming Roofing and Asphalt,LLC Steven M. Urich,PE Approved
Category:Roofing (717)317-8454
Subcategory:Underlayments
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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::Accessibility 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 emails provided may be used foroffidal communication with the licensee.However email addresses are public record.If you do not wish to
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 licensee
under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
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Product Aoymval Menu>Product or Application Search>Application List>Application Detail
FL# FL11602-1113
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived 0
-Product Manufacturer Owens ComingRoofing and Asphalt, LLC
9
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43645
(740)321-6345
Greg.Keeler@owenscoming.com
Authorized Signature Keeler Greg
Greg.Keeler@owenscoming.com
Technical Representative Greg Keeler
Address/Phone/Email 2790 Columbus Road
Granville,OH 43023
(740)321-6345 .
greg.keeler@owenscoming.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
O 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 12/31/2023
Validated By John W. Knezevich,PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL11602 R13 COI 2021 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D4533(tear strength) 2015
ASTM D4798(weathering) 2011
ASTM D4869(liquid transrnission) 2016
ASTM D5035(tensile) 2011
FRSA/TRI,Sixth Edition 2018
UL 1897 2015
Equivalence of Product Standards
Certified By
Sections from the Code
i
Product Approval Method Method 1 Option D
Date Subrrutted 04/19/2021
Date Validated 04/19/2021
Date Pending FBC Approval 04/26/2021
Date Approved 06/08/2021
Summary of Products
FL# Model,Number or Name Description
11602.1 Titanium Roof Underlayments for use in Synthetic sheet-type roof underayments
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-
Approved for use outside HVHZ:Yes R13 pdf
Impact Resistant:N/A Verified By:Robert Niertvnen PE-59166
Design Pressure:+N/A/-142.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use of a Evaluation Reports
specific underlayment system beneath tile roof systems. Refer to FL11602 R13 AE 2021 04 19 FINAL ER TITANIUM FL11602-
ER Section 5.8.3 for details. 2.)Refer to ER Sections 5 and 6 for R13.pdf
other Limits of Use. I Created by Independent Third Party:Yes
Bach PIe-
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.COD right 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want youre-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 mail.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 emails 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 the Department with an email address which can be made available to the public To determine if you are a licensee
under Chapter 455,F.S.,please click hie.
Product Approval Accepts:
� 0� =-z J
Credit Card
Safe
MEMO I etc.
Certificate of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
REPORTEVALUATION
Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R14
One Owens Corning Parkway FL11602-1113
Toledo,OH 43659 Date of Issuance:11/03/2008
(740)321-6345 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 Ph Edition(2020)Florida Building Code sections noted herein.
DESCRIPTION:!Titanium®Roof Underlayments for use in FBC non-HVHZ 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). NEW 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 "NEMO Ietc. 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:
rK,,.�— vim •
Robert J.M.Nieminen P.E. s;=` 9 s The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 , Nieminen,P.E.on 04/19/2021.This does not serve as an
electronically signed document.
CEFMRcATioN 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.
02018 MEMO ETC,LLC
i
III
ONEMOletc.
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 7th 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.
STANDARDS:2.
Section Pro e .Standard. Year
1504.3.1 Wind resistance UL 1897 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)/ Tearstrength 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
3. REFERENCES:
Ent i Examination Reference 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(TST3509) ASTM D4869,LWT 101823107COQ-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) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018
PRI(TSTS878) 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(TST5878) UL1897 1378TO117 10/20/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378TO110 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378T0111 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378T0059 02/13/2020
PRI(TST5878) ASTM D8257-20 1378T0061 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-R14
Cert eawofAuthor/zadon&32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13
Titanium®Roof Underlayments Revision 14:04/19/2oZ1
Page 2 of 8
%VJNEM01etc.
4. PRODUCT DESCRIPTION:
Product Material'Standard Plants) Description
4, 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
4.2 Titanium®UDL-25 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 one side with a polymer
R905.1.1.1(2&3, coating. Unit weight 2.5 Ibs./square
Exception),R905.1.1.1(5)
4.3 Titanium®UDL-30 1 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 Ibs./square
Exception),R905.1.1.1(5)
4.4 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 Ibs./square
II
Exception),R905.1.1.1(5)
4.5 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. LIMITATIONS:
5.1 This is a building code evaluation. Neither MEMO 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 2505 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: RODF COVER OPnoNs
FBCSection. 1507.2 1507-3 1507.4&1507.5 1507.7 1507.8&1507.9
Gay and Concrete TileAsphalt, ' Metal Panels Slate or Slate- Wood Shingles and
Underlayment Shingles Mechanical Adhesive- and Shingles Type Shingles Shakes
Attach Set
Yes
Titanium®PSU-30 Yes Yes Yes Yes Yes (jolntstrips,1507.1.1.3/
(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 ofAuthorirntion#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13
Titanium®Roof Underlayments Revision 14:04/19/2021
Page 3 of 8
ONEW10jetc.
TABLE 1: ROOF COVER OPTIONS
FBCSection: '1507.2 15073 1507.4&15075 1507.7 1507.8&1507.9
Clay and Concrete Tile
Underlayment
Asphalt Mechanical Adhesive Metal Panels .Slate or Slate- Wood Shingles and
Shingles Attach .Set and Shingles Type Shingles Shakes
Yes Yes
Titanium®UDL-30 Yes (Base Sheet In (ease sheet in Yes Yes No
2-ply system) 2-ply system)
Titanium®UDL-50 Yes No No Yes Yes No
Titaniuma X30 Yes No No Yes Yes No
5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations.
TABLE IA:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS'
Underlayment Adhesive Florida Product Approval
Dupont`Tile Bond'Roof Tile Adhesive" FL22525
Ttanium®PSU-30 ICP Adhesives and Sealants"Polyset®AH-160" FL6332
ICP Adhesives and Sealants"Polyset®RTA-1" FL6276
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Substrates(designed to meet wind loads for project)_
Underlayment Application
Type Primer Material(s)
Deck/sheathing (Optional)ASTM D41 Plywood
None ASTM D226,Type II felt
Titanium®PSU-30 self-adhering
Base sheet 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 11905:1.1.
5.8.2 For use under tale 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 1A or the
critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC Evaluation Report 111980.11.08-R14
certificate afAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113
Tltan)um®Roof Underlayments Revision 14:04/19/2021
Page 4 of 8
ONEMOletc.
#1 Maximum Design Pressure=-45 psf:
Deck: Min-15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)ASfM 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 ga1-5/8-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 Coming 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 Cloy 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 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: ASfM 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.
MEMO 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 8
ONEMOletc.
#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(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.,
1-5/9"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=-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.
5.9 Exposure Limitations:
'TABLE 3: EXPOSURE UmiTAn0NS
Underlayment Prepared Roof Cover installation Type Maximum Exposure(days)
Titanium®PSU-30 Mechanically attached 190
Adhesive-set the 180
Titanium®UDL-25,Titanium®UDL-30, Mechanically attached 180
Titanium"UDL-50,Titaniumm X30
5.10 Tile Slippage 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.
TABU:4:TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK•TiU INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Flat Max.10 the stack 5:12
Flat Max 5-tile stack 6:12
Lugged Max.10 the stack 4:12
Lugged Max.5-tile stack 5:12
Max.10-tile stack(5 over 51
Titanium®PSU-30
Lugged 5:12
If
MEMO ETC,LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVAWATION FL31602-R33
Titanium®Roof Underlayments Revision 14,04/19/2021
Page 6 of 8
NNEMOjetc.
6. INSTALLATION:
6.1 Titanium®Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt,LLC
published installation requirements subjectto the Limitations setforth in Section 5 herein and the specifics noted
below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Titanium®UDL-25,Titanium®UDL-30, riitanium®UDL-50 or Ti_tanium°.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 Ttanium®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 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 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.
li Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for the staging limitations.
6.5 Titanium®2-Ply System:
Y
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
Certi lcate of Authorization k32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13
Titaniumm Roof Underlayments Revision 14:04/19/2021
Page 7 of 8
it
ONEMOjetc.
-BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
PLANTS:8. MANUFACTURING
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61620-3 QA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
9. QUALITY AsSUR,ANCE ENTITY:
Intertek Testing Services NA Inc.—QUA1673;(312)906-7779;maura.norlandert@intertek.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 111980.11.08-R14
Certificate ofAutharizatfon#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL11602-R13
Titanium*Roof Undertayments Revision 14-04/19/2021
Page 9 of 8