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FL# FL11602-P IO
Nnffl Application Type Revision
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 Keeler Greg
Greg.Keeler@owenscorning.com
Technical Representative Greg Keeler
Address/Phone/Email 2790 Coiumbus Road
Granville, OH 43023
(740) 321-6345
grog.keeler@owenscornfng.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 PF-59166
Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John W. Knezevich, PE
xl Validation Checklist-Hardcopy Received
Certificate of Independence FL11602 R10 COI 2019 01 COT NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard year
ASTM D1970 2015
ASTM D226 (physicals) 2009
ASTM D4798 2011
FRSA/TRI April 2012 2012
TAS 117(B) 1995
UL1897 2012
Equivalence of Product Standards
Certified By
httos://floridabuildinq.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeFIY57UCe5KMr%2fsMfWgra38u9whFr5gP6KA%3d%3d 112
2/13/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/17/2019
Date Validated 1011712019
Date Pending FBC Approval 10/20/2019
Date Approved 12/10/2019
Summary of Products
FL# [Model,Number or Name I Description _w-
11602,1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of Use Installation Instructions
i Approved for use in HVHZ: No FL11602 RIO I1 2019 10 FINAL ER FL11602-R10 pdf
! Approved for use outside HVHZ:Yes Verified By: Robert Nieminen PE-59166
Impact Resistant: N/A Created by Independent Third Party: Yes
k Design Pressure: fN/A/-45 ]Evaluation Reports
Other: 1.)The design pressure noted herein pertains to use of I FL11602 Riff AE 2019 10 FINAL ER FL11602-RIO.pdf
iI a specific underlayment system beneath foam-on tile sytsems, Created by Independent Third Party: Yes
Refer to ER Section 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:.850-407-1824
The State of Florida Is an AA/EEO employer.Copyright 2607-2013 State of Florida :: rivacy Statement::Accessibllity Statement::Refund Statement
Under Fforide law,email addresses are public records.if you do not want your a-mall 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 mall.If you have any questions,please contact 050,437,1395,*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 here
Product Approval Accepts:
Safi
httns:/Ifloridabuildina.ora/Dr/pr ano dtl.aspx7param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfWgra38u9whFr5gP6KA%3d%93d 2/2
5125J2p19 Florida Duilding Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date subrriitted 08/16/201S
Date Validated 10/08/2018
Date Pending FBC Approval 08/23/2018
Date Approved 10/18/20£8
Summary of Products
FL# Model,!Number or Name Description
11602 1 u Titanium Roof undedayments Synthetic sheet-type roof underlayments
Limits of Use _�..... Installation Instructions
Approved for use in HVIIZ:No E�11602 R7 II 2018 09 FINAL2 ER OWENS
Approved for use outside HVHZ,,Yes IL99NING FI.11G0-_RZ per{
Impact Resistant:N/A � Verified &y: Robert Nierninen PE-59166
Design Pressure: tN/A/-45 Created by Independent Third Party: Yes
Other. 1.)The design pressure noted herein pertains to use of Evaluation Reports
a specific underlayment system beneath foam-or the sytserns. � FL11602 R7 AE 201809 FINAL2 ER C}V F-NS
Refer to ER Section 5,6.3 for.. details, 2.) Refer to ER Sections S CORNING.._.Created by Indep
and 6 For other Umit of Use endent TThlyd Party:YesV ^m YW....
:ieskt kl�::x
a tact ;;Zfj(is Glair store 8nad,,,zaliahassee FL 3 399 phone:95g;,4$7-182¢
The state of F{orlda is an AgiFFO employer.Copyright 2007-2013 State F orE a.;;Privacy St egnent::Acces i }rty Statement::Refund SWtemenr
Under Florida law,email addresses are public records.If you do not want your a-mall address released fin response to a puWic-records request,do not send electronic
mail to this entity.instead,contact the office ky phone or by traditional mail,if you have any questions,please contact a"50.467,1395,*pursuant to Sectlon 455,275(t),
Florlda Statutes,effecthve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for official commurucatlon with the ikensae,However on all 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 ava%ble to the Pu➢IIc.To determine if you are a licensee under Chapter 455,FRS„please dick LeM.
Product Approval Acceptst
https:l/wyv,w,floridabuilding.orglpr/pr appTdtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UC,e5KMr5EmR49tpLet7gKPIfTBaeQ%3d%3d 212
NEMO I etc.
Certificate of Authorization#3245.5
353 Christian Street, Unit#13
oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE 'EST CONSULT CERTIFY
Owens Corning hoofing and Asphalt,LLC Evaluation Report 111980,1 ..0 -118
One Owens Corning Parkway FL11602-R7
Toledo,Ohl 43659 [late of issuance:11/03/2008
(740)321-6345 Revision 8:09/14/201.8
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 comp€lance with the 61n Edition(2017)Florida Building Code sections noted
herein.
DEsCRtPTION: Titaniurn'o 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 bythe 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). NEM01 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 "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 7.
Prepared by:
Robert J.M.Nlerrtlnert, P.E. ? s;='_r a3 The facsimile seal appearing was authcri7edbyRobert
+` ' ' Meminen,P.E,on 09/14/2018.This does not serve as an
Florida Registration No.59165,Florida DCA!NE1983 4v„ electronically signed document.
CERTIFICATION OF 1NDEPFiNDENrF-
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 NEMU J 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,
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 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.
NEW
Seetioi'. ... .. prer;erty ,Standard ' `
1507,1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D22D226 2009
1507,1,1,R905.1.1 Exception Tear Strength ASTM D1970 2015
1507,1.1,T1507.1.1,1507,2.912 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI Apri12012(04-12) 2012
TAS 110 Accelerated Weathering ASTM D4798 2011
TAS 1.10 Pull-through resistance TAS 117(B) 1995
EnitY EXamirt"a€ion Deference
ERR(T5T6049) Physical Properties I1S010,04,Q9 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05114/2010
ERR(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 311901000Q-003 04/26/2007
iTS(TSTIS09) ASTM D226 3130639COQ-ODZA 08/21/2007
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(TST1509) ASTM D226 101923107CQQ-011 01/23/2025
Owens Corning Product equivalency Declaration 06/18/2018
PRI(TST5878) ASTM D1970 QCF-341-02-01 09/20/2017
PRI(TSTS878) ASTM➢1970;Tear strength QCF-331.02-02 10/03/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017
Pill(TST5878) ASTM D1970,Tear strength OCF-334-02-02 10/03/2017
PRI(TSTa878) 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 04/0�/2018
PRI(TST5878) FRSA/Till April 2012(04-12),partial OCF-425-02-01 08/13/2018
ITS(QUA1673) Duality Control tTS Listings Current
iTS(QUA1673) Quality Control Service Confirmation 09/30/2017
'•ar a o
4.1 Self-Adhering Underlayments:
4.1.1 Tltarilum'I" PSU-30 Is an unreinforced polymer modified bitumen material adhered to the underside of a polyrr;er-
coated,synthetic woven sheet. The underslde is backed with a release film. Unit weight 24lbs/square, Meets ASTM
D1970 and FRSA/TRI April 2012,
NEMO ETC,LLC Evatuation Report 111980.1I.08-f{8
Certificate of Aothor&otfon#12455 el"EDITION 12017)FBC NON-HVHZ EVALUATION FL116A2.3t7
Titanium Roof Untlerlayments Revisitin 8:09/14/2018
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 25 Ibs./square;meets FBC 1507.1.1&R905.1.1(Exception),
4.2.2 Titanium"' UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs./square;meets FBC 1507.1.1&R905.1.1(Exception),
4.2.3 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 15D7.1.1&R905.1.1{Exception).
5.1 This Is a building code evaluation. Neither NEMG ETC, LLC nos-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.
52 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 Tltaniurn'" Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approva}documents, if not listed,a request maybe 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:
A$PHAL
Wi3t3ti SFIaIfGe
$FilNi;,GESa ;'. NR11��1 TILE; fq}�Ni lE}N 7ELE l�ilti$iAt. -.: &�fiUVGLES;; SkATIr
itanium PSU-30 Yes yes Yes Yes Yes Yes
(Dub (See 5,5.1)
yypnd�ll Yes Yes No Yes Yes Yes
Titanium UDL-25 Yes No No Yes Yes Yes
Yes Yes
Titanium UDL-30 Yes (Base sheet in7.p{y {Base Sheet in2•ply Yes Yes Yes
system] system}
Titanium UDL-50 Yes No No Yes Yes Yes
5.5,1 "Foam-On Tile"is limited to use of following Approved rile adhesives/underlayment combinations.
A13, E5 E fLs�R3AA PRODIJsyT�1PAFt
tlow TlleBondT" FL2Z525 Titanium PSU-30(Dubai,UAE)
ICP Adhesiv Titanium PSU-30(Dubai,UAE)
Refer to Vle Manufacturer's arAdheslve Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC Evaluation Report 111980.11,03-R8
Cerdficate of fiuthorwaflDn#31.455 C1'EDITION(2017)W NCZi -MiZ EVALUATION FL11502-R7
Titanium Roof Underlayments Revision&09/14/2018
Page 3 of 7
NNEMOletc.
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 1 or It felt,
Y 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 underiaylnent systems beneath fciam-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/TRl April 2012(04-12)and are used in foam-on the 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(0 4-12),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.
42 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.
Printer: ASTM D41 primer required at all tin-caps.
Underlayment: One or two plies, Titanium PSU 80 fDubai, 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. 15/324nch 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 raves.
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,LILAC published installation requirements.
MEMO ETC,LLC Evaluation Report 111880,11,08-R8
Certificate of Authorization n2455 P EDITION 12417)FBC NUN-HVHZ EVALUATION FLA1562-117
Titanium Roof Underlayments Revision 8,a5/14/Z015
Page 4 of 7
EMO etc.
#4 Maximum Design Pressure=-45 ps;"*;
peck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Raving
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-lnch wide side laps and 8-inch o.c,at three(a),equally spaced center rows.
Primer; ASTM 041 primer required at all tin-caps.
Underlayrnent: One or two plies, Titanium PSU 30 (Dubai, UAf), self-adhered and back-nailed 12" o.c, in
accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements.
45 Maximum Design Pressure=-45 of*:
Beck: Min, 15/32-inch plywood to meet project requirements to satisfaction of Authority Hav[ng
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/&"'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,
Pr€mer: 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" a,c. in
accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements.
5.6,4,1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRi April 2012(04-12),Appendix A,Table 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, In this case,Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies
marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29
(January 2016)for Zone 2/3 enhancements.
5,7 Fxposure Limitations:
Titanium UDL-25,Titanium UD1-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 shal€not be left exposed for longer than 180-days.
5.8 Tile Slippage Limitations iper FRSA/TRl April 2012104-1211:
When loading roof tiles on the underlayment in direct-deck the assemblies,the maximum roof slope shall be as
follows, These slope limitations can only be exceeded by using battens diAring loading of the roof tiles.
UItiFt},EIiL�'YM,ENT,
Flat Max.14-tile stack 5.12
Titanium PSU-30(Dubai,UAE)
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 111960.11.0843
Certicare of Authorization#32455 €T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1160Z.-R7
Titanium Roo€Underlayments Revisian8:0 911412 0 1a
Page 5 of 7
ONEMO etc,
6.1 Titanium hoof 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 prior to application,and prime the substrate(if applicable).
6.3 TltariTum�"LlDL 25,7itaniumUDt 3(I.orTitar3iarn Uii 5♦� „
63.1 Sh0 be installed In compliance with the requirements for ASTM 0226,Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanicai attachment of Titanium UU-50 is llmitm=d 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 stapies.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1..1 and FBC R9051A states: `...except metal cap nails shall
be required where the ultimate design wind speed, V,Gmr, 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'°"UbL-25,Titanium UDWO 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 tvertical)laps shall be minimum,6-Inches and side(horizontal)laps shall be minimum flinches.
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;basin 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 Tatarlum`f`PSG 30
6.4.1 Non-Tile installations:
Shall be installed in compliance with the codified requirements for ASTIVI D1970 underlayment in FCC 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 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.
Tiie shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer
to Table 2 herein,and Owens Corning Roofing and Asphalt,LLC published requirements for tile staging.
NWO ETC,LLC Evaluation Report 111980.11.08•118
Vert firafe ofAuthorizatlon#32455 6-EDITION{2017)i UC NON-HVHZ EVALUATION FL11602-RI
Titanium Roof Underiayments Revision 8:09/14/2018
Page 6 of 7
ONEMOjetC.
6.5 Titari.IUm z any,Syst�tn ;: -
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,
5.5.2 Lott-Tile Applications•
install Titaniurn UOL-30(top surface primed orsheet inverted)in accord ance with Section 5.3 followed byTitanlum
PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications;
For nail-on the installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
PRSA/TRl 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 the slippage and/or damage to the underlayrnent. Refer
to Table 2 herein,and Owens Corning Roofing and Asphalt,LLC published requirements for tile staging.
�MISe
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted 4A agency for information on product locations covered for P.A.C.61620.3 QA requirements,
The following plants have qualified products under their respective physical properties specifications:
Ptant: 5 ec-{icdt an
Mission,BC,Canada F8C 1507.1.1(Exception) Titanium UM-30;Titanium UDL-50 -
Qingdao,China FBC 1507.1A(Exception) Titanium UDL-25;Titanium M-30;Titanium UDL-50
Dubai,UAE FRSA/TRI 04-12(2-piy 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 EVALUAVON REPORT-
MEMO ETC,LLC Evaluation Report i11980.11.08-Rg
Certificate of Authorization#f32455 8"'EDITION(2017)ERC NON-HVHZ EVALUATION F112502-R7
Titanium Roof Underlayments Revisioo 8;09114/2019
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