HomeMy WebLinkAboutProduct Approval, UNDERLAYMENTS 5/6/2021 Florida Building Code Online
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,proval_Menu>Product or Application Search>Application fief>ApplltaSan Detail
FL# FLll602-1112
Application Type Revision
Code Version 2620
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning Roofing and:Asphalt,LLC
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43645
(740)321-6345
Greg.Keeler@owenscorning.com
Authorized.5ignature Keeler Greg
Greg,Keeler@owenscoming,corn
Technical Representative Greg Keeler
Address/Phone/Email 2190 Columbus Road
Granville,OH 43023
(740)321-6345
greg;keelerCatowenscorning.cam,
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
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Florida Engineer or Architect Name who developed the Robert Nleminen
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
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Certificate of independence FL11602 1112 GOI 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 D4865(liquid transmission) 2016
j ASTM D5035(tehslle) 2011
FRSAJTRI;Sixth Edition ' 2018
M AO 2015
j
Equivalence of Product Standards
Certified By
https://florid'abuilding.org/pripr_app_otl.aspx 1/2
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5/6/2021 Florida Building Code Online
Sections from the Code
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Product Approval'Method Method 1 Option D
Date Submitted 02/12/2021
Date Validated 02/14/2021
Date Pending FBC Approval 02/23/2021
Date Approved 04/13/2021
Date Revised 04/14%201,1
Summary of Products
FL#Y Model,Number or Name Descriptlon
11602.1 Titanium Roof Underlaymerits Synthetic sheet-type roof underlayments
Limits`of Use Installation Instructions
Approved for use in HVH2:'No FL11602 R12 11 2621 02 12 FINAL ER'TITANIUM,FL11602-
Approved for use outside HVH2:Yes k R12.(d
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-142:5 Created,by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to use. Evaluation Reports
of a specific underlayment systern beneath tile roof systems. I u6o2 R12 At 2021 02 19 FINAL ER TITANIUM Refer tD ER Sectlon'5.8.3 for details.2.)Refer to ER Sections $l,Z=
5 and 6 for other.Limits of Use. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Read.Tallahassee FL 32399 Phone:850-487-11124,
The State of Florida Is an AA/EEO employer.Sgovr1oht 2007-2013 State of Florida.%PrlvaEy Statement::Accessibility Statement::Refund Statement
Under Flodda law,email addresses are public records:If you du not want your:ermll 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 850AS7.1395.*pursuant to Section 455.275(1),
Florida Statutes,effective October'1,.2012,licensees licensed under Chapter 455,F.S.must provida.the Department witb an'email address If they have one.The emalls 1
,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 Ilcensee uiider Chapter 455,F,S.,please click Lisle.1
Product Approval Accepts:
IUMFM ag O p)hert
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Credit Card
Safe
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https://floddabuilding.org/pr/pr�-appju.aspx :2j2
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Nwo]etci
Certificate of Authorization#32455 'I
353 Christian Street,Unit#13
1
Oxford,CT 06418
(203)262-9245
ENGINEER EVALUATE TEST CONSOI:T
ZVALUATION •r•
Owens Corning Roofing and Asphalt,LLC EvaluationReport11198M 108-R13
One Owens CarningParkway FL13641412
TOledo.'OH 43659 Date of Issuance:11j03/2008
(740)3214345 Revision 13:02/12/202,1
SCOPE:
This Evaluation Report is issued under Rule.61G20-3 and the applicable rules and regulations governing the use of
construction materials'In th'e State of Florida.The documentation submitted;has been-reviewed by Robert_Nieminen,
Pz for use of the product,'under the Florida Building_Code. The products described.herein have been evaluated for
compliance with the71h Edition.(2020)Florida Building Code sections noted herein.
DEscwi?noN Tttan'Ium®Roof 1Jndertayments .
LASEUNCs: Labeling shall be'in accordance With the requirements of the Accredited Quality.Assurance Agency noted i
herein and FBC 1507.1.1.
CONTINUED COMPLIANCE: This,Evaluation Report is validuntil 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 locations) 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 "NEMO(etc. Evaluated":may be ` {
displayed in advertising literature. If any:portion of the Evaluation Report is displayed; then at shall be:done in its {
entirety. ;
'INSPECTION:Upon'request,a'copy of this entire Evaluation Report shall be provided to the.mer.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:.
Jo
,,' °fir!�.,o
Robert J.M.Nieminen;P.E. F` The Ncsimlle seaFappearing was authorized by Robert
Florida Registration No.59166,Florida'DCAANE1983 _�i,?;,,,,.4 Nieminen.P.E.on 02/12/I021.This does not serve asap
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 interes_t)n 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 Nierninen,.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 designguidence unless retained
specifically for that,purpose.l
02018 NEMO ETC,LLC
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ROOFING COMPONENT EVALUATION: ,
Product'Category:
Roofing -
Sub-Category: Undedayrnent
Compliance Statement: Titanium°Roof.Underlayments, as produced by Owens Corning Roofing and Asphalt;
LLC,.have,derhonstr6ted.compliance with'the following sections of the,70 Edition(2020)Florida Building Code-
through testing in accordance with applicable sections the.following Standards. Compliance is Subject'to:the
Installation Requirerhents and Limitations J Conditions_of Use set forth herein:
srANDA13f)
"`Sectior'> Proaerty . Stardard Year
1504.3.1 `Wind resistance UL4897. 2015
1507.1.1,:1567.2.4,1507.2.9.2%119053.1, Material standard ASTM D1970 2015
R905.2.8.2
1507.1.1 1(2&1,Exception),1507.1.1.1(5)/ Tearstrength ASTM 64533 2015
A905.1.1.1(2&%Exception),R905:1.1:1(5)
1507a.1.1(2&3,Exception),1507:1.1.1(5)/ Tensile strength ASTM D5035 2011
R905A.1;1(2&3,Exception),R905.1.1.1(5)
1507A.1.1(5)/R905:1.1.1(5) liquid wafer'transmission ASTM.D4869 2016
1507.3.3/R905:3.3, Material staridard FRSA/TRI,Sixth Edition 2018
TA5110 Accelerated Weathering ASTM D4798 2011
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Enti Examination Reference D e
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 10/3112001
ITS(TST1509), ASTM D4869,LWT 101823107COQ-007A 12/09/2014
Owens.Corning Product equivalency "Declaration 06/18/2018 i
NEMO(TST6049) FRSA/TRI .file 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-343-02-0.1 11/09%2017
PRI(TST5878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017
PRI.(TST5878) TAS 117(8);P,u1l-through 60-422-02-02 04/03/2018
PRI(TST5878) FRSA/TRI,partial OCF-425-0201 :08/13/2018
PRI(TST58,78) UL1897 '1378T002 07/10/2019
PRI(TST5878) ASTM D1623,TAs 163 0&-567-62-01 08/13/2019
PRI(TST5878) UL1897 1378T0117 10/20/2020
PRl(TST5878). ASTM D4533,D4798,D5035 1378TO110 10/15/2020 I
PRI(TST5878) ASTM D453i D4798,'D5035 1378T0111 10/15/2020
PRI(TST5878) ASTM D4533,D4798,05035 1378T0112 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378TOO59 02/13/2020
PRI(TST5878) ASTM D8257-20 1378T0061 OS/21/2021
ITS(QUA1673) quality Control :Service Confirmation 12/69/1020
ITS(QUA1673) Quality Control Florida BCIS Current
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MEMO E TC,:LLC Evaluation.Repo►t'111980.11.08-Ri3
cartlfi[oreofAvown2cam024ss PT EDITION,(2020}FkC OWHVKZEVALUATION F11a602•R12
Titaniume Raof Underlayments Revision 1102/12/2021
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NEM.O l etc.
PRODUCTDESCRIPTIOW
Product. Material Standard- Plant(s) Description
4.1 Titanium*P8U-30 ASTM D1970 and Dubal,'UAE unreinforced polymer modified bitumenmaterial.
F.RSA/TRI 09=18 Brentwood,NH adhered to the underside of a polymer-coated,
synthetic'woven sheet. The underside is backed
with'a release filrn.•Unit weight 24ibs/square
4:2 Titanium"UDL-25 .1507.1.1.1(2&3, Qingdao,China synthetic sheet-fype;underlayment comprised of
Exception),15D7:1.1.1(5)/ a woven core coated on one side with a polymer
R905.1.1.1(2&3, coating. .Unit weight IS Ibs:/square
Exception),R905.1:1.1(5)
4.3 Titanium"UDL-30 1501A.1.1(2&31 Q(rigdao,China synthetic sheet-type underlayment comprised o.f
Exception),1507.1,1.1(5)% a woven core coated on both'sides.with a
A905.1.1.1(2&3, polymer coating. Unit.weight4.0lbs:/square
Exception),R905.1,1.1(5)
4.4 Titanium-UDL-50 1507.1.1.1(2&31 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. .Unii.weight.O lbs.%square
:Exception);.11905.1.1.1,(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 polypropytene'top scrim laminated
R905:1:1.1(2&3, to a central non-woven polypropylene scrim with j
Exception),R905A.1.1(5) polymeric coating on the bottom side. Unit
ASTM D8257 weight 5.0 lbs./square.
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5.1 This is a building code evaluation: Neither NEIV10 ETC,LLC norRobert Niemin'n,p:E.are,in any way,the'Designer
I
of Record for any project-on which this Evaluation Report,or previous versions theeeof,: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 Reportdoes 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 foarh,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 All
owable Roof Covers:
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TABLE 3: ROOF.,GOYER OPTI01115
FBC Section. 1507.2 ISO7.3 1507.4&1507.5 1507.7 1507,8 a_1507.9
Clay and Concrete Te
Underla merit Asphalt Metal Panels. Slate or Slate; Wood Shingles and,
y Mechanical Adhesive
Shingles Attach &et and Shingles Type Shingles Shakes
Yes'
Titanium"PSU-30 Yes Yes Yes(See5;6.1) Yes Yes (joint strips;1567.1.1.3/
Titanium"`UDL-2 Yes No No Yes Yes No
NEMOETC,LLC Evaluation Report 1119eii.11.08•R13
Ccrdpcute of Authorization#31455 hi .
7 £DILION Zt7?t) �BCRONNVHZEtlAL EVA
LUATION
U 10
� N FL11602•R12
Titanium°Roof Underlayments Revision 13:01/12/2021. j
Page 3 of 8
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NEii O etc.
LgaLE i ROOF:COVEa OenoNs
FBCSectfon:. " 1567.2 150. 3 15074&15075 15077. 15078&'15079. .
and Shin Panels Slate or Slate-: .:wood Shingles and
Asphalt Clay and Concrete Tile Metal
Underlayment Mec6anicai Adhesive- gles_ Typa shin es Shakes,
Shingles`: : Attach set
Yes Yes'.
Titanium®UDL-30 Yes (easesnedia. (easesheeiin Yes Yes No
2=01y'sotem) 2-Plysystein)
T(taniumeUDL-50 Yes No No Yes Yes No
Titanium°X30 Yes No No "Yes Yes No"
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5.6.1 -Adhesive-set is limited to use`of following undeflayment%tile=adhesive combinations.
TABLE 2A'11"ALLOWABLE TILE ADHESIVE UNOERtAYMENT COMBINAT10N51
Underlayment: Adhesme" Florida Product Approvail, "
I
Dupont'T(Ie Bond'" Roof Tile Adhesive" FL22525
Titanium°PSU-30 ICP Adhesives and Sealants Pal set ,.AH-160' FL6332
ICP Adhesives and sealants"Polyseta RTA-1" FL6276
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S.7 Allowable Substrates; i
TABLE 2.SUBSTRATE OPnONS FOR ADIIEREO UNOERIAYMENTS
Substrates(designed to meetwind loads for.project)
Underlayment Application
Type Primer Materlal(s)
Deck"/sheathing (Optional)ASTM D41. 'Plywood
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None ASTM D226,rType it felt
Titanium.0SU730 self-adhering -
Base'sheet ASTM D41 Tifaniumm UDL-30
None Titani6ni0;UDL-30(inverted)
S,B '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 15071:1 or R905.1.1.
<5.8.2 For use:under the tbof,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 Apolicationsi
The following wind,zuplift limitations apply to undeelayment systems"that are not prescriptive in the FRSAItRI `
Florida'High Wind Concrete and Clay Roof Tile Installation-Manual,sixth Edition.-The-Maximum Design P"ressure
is the result of testing for wind load resistance:based on allowable Wino loads,and'reflects the u It!mate'passing
pressure divided by 2(the 2 to 1 margin.of'safety per FBC 1504.9 has already been applied).
S.8.3.1 DDIrect to-Deck:
The maximum design pressure for the selected assembly shall meet or:exceed that required under FR5A/TRI
Florido 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.
1
2.Refei to Tile Manufacturer's or Adhesive Manufacturers'Florida Product.Approva)for Overturning Moment Resistance Performance.
WEV10 ETC,LLC Evaluation Report 111990:11.0"13
certificate aJAuthoritation#32455 .V EDITION(2020)FBC NON-HVHZ'EVALUATION sL11G02-R12
Titanium°Roof Underlayments_ Revision 13:02/12/2021
Page 4 of 8
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41 Maximum Design Pressure=-45 asf:
Deck: Min.15/32;inch-plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)ASTM 041
Underlayment: One'orawo 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 requirerents.
#2 Maximurh Design Pressure=-1425:64:
Deck: Min.is 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'mc.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.
5.8.32 Mechanically-Attached'Base Sheet: i
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 Insta116tron livlanual,Sixth'Edition,Appendix A,Table 1A or the
critical(highest)_design pressure determined in accordance with FBC 1609 or FBC ResidentiafChapter3.
•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 qualifed.designprofessional to resist the elevated pressure
criteria: Comnionlyused'methods are ANSI/SPRI WD1,FM Loss.Prevention Data Sheet 1-29,RoofingApplication
Standard RAS 117.and,RbofIng Application Standard,RAS'137. Assemblies marked with an asterisk';carry the
.limitations set forth in Section .2.1.10.1 :of FM Loss Prevention .Data Sheet 1-29 (February 2020) for
enhancements.
#3 Maximum Design Pressure==30 asf':
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction:
Base Sheet: Tltanlum®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 I i
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 j
Spacing: 6 inch o c.at 4-inch wide side laps and 12=inch o.c.at three(3),equally spaced center rows.
Primer: ASTivI 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*i
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction;
Base.Sheet: . Titanium UDL-30'(pr1nteid.side up)
Fasteners: 12 ga.annular ring shank nails Having riot less-than 20 rings per Inch,heads not iess 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.itthree(3)r,equally spaced center rows.
Primer: ASTM 041 primer required overprinted side of UDL-30.
Underlayment: One or two plies Titanium0i PSU 30,self=adhered and back7nailed max. 6"o.e with12 ga.galvanized
annular rink shank nails through 32 ga 1-5/8-inch diameter tiri caps In accordance-th Owens Corning
Roofing and Asphalt;LLC published installation requirements;
MEMO ETt,LLC Evaluation Report I11980:11.t18-R13
6rfJJlcote ofAdtharization#324s5 7TN EDITION(2020)F86 NON=HVHZEVALUATION. FL11602 R12'
Tltaniuina Roof Underlayments Revision 13:02/12/2021
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#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.,
1-5/8"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,TitaniumO 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 osf*:
Deck: Min'.15/32=inch plywood to meet project requirementsto'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-S/V 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"ox.with 12 ga.galvanized annular
rink shank nails.through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing'
a6d.As0h6lt'JLC'published installation requirements.
5.9 Exposure Limitations:
TA16 3.EXPOSURE LIMITATIONS
Underlayment, Prepared Roof Cover Installation Type Maximum Exposure:(days)
Titanium"PSU-30 Mechanically attached 180
Adhesive-set the 30
Titanium"UDL-25,Titanium°UDL-30, Mechanically attached 180
Titanium°UDL-50,Titanium"'X30 V
5.10 Tile SliaaaQe Limitations: When loading goof 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 duringi
loading of the roof tiles,
TABLE*:''TILE SLIPPAGE LIMITATIONS FOR DIRECT=DECK TILEINSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Flat Max.10-tile•stack 5:12
Flat Max 5-tile stack 6:12
Lugged Max.104ile stack 4:12
Lugged Max.5-tile stack 5:12 j
Max.10-tile stack'(5 over 5)
Titanium®PSU-30
' I
Lugged, 5:12
NEMO ETC,TLC Evaluation Report 111980.11.08-R13
Cert#icote of Authorirotion C32455 7111 EDITION(2020)FBC NON-HVHZ EVALUATION FL11662•1112.
Titanium®Roof Underlayinents Revision 13:02/12/2021.
Page 6 of 8
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IRNEMO etc.
'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).
0.3 Titanium®.UDL=25,Titanium°UOL-30,Titanlum®UDL 50 or Titanium•X30i
6.3.1 Shall be installed in with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception),
IS07.1.1.1(3,Exception)or 1567.1.1.1(5)or FBC Residential.R905.1.1.1(2,Excep'tion),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:asset forth in FBC 2507.1.1.1 or
1507.1.1.3 or FBC Residential R905.1.1.1.or 9905.1.1.3.
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 1507.1.1.1.or 1507.1:1.3o r FBC Residential 005.1.1:1 or 11905.1.1.3 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 1S07.1.1 or 11905.1.1..
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 'Monual, 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 TltaniuW'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 Titaniuma PSU-30,Self-adhered.
6.5.2 Non-Tile Apblications: ;
Install Titanium' UDL-30(top.surface primed or sheet:Inverted) in accordance.withSection 6.3 followed by
Titanium®PSU-36 in accordance with Section 6.4.
6.S.3 Tile Applications:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
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NEMO ETC;LLC Evaluation Report 111980.11.08-R13
Cenifitate ofAulhuriiuNvn#32455 7n'EDITION(2020)FpC NON-HVH2 EVALUATION! .F11. 6Q2=t212 .,
Titanium*Roof Underlayments Revision 13:02/12/2021
Page 7 of 8
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MEMO f_etc.
As required by the building Official or Authority Having Jurisdiction to properly evaluateAhe installation of this
product.
MANUFACTURING PLANTS.
Contact the named QA entity for manufactu ring facilities covered by F.A.C.Rule 61G20-3( ;A requirements. Refer
to Section 4 herein for products and production locations having met codified material"standards.
QUALITY
Intertek Testing Services NA Inc.—QUA1673,(312)906-7779;inaura.noriaitder�intertek:com
•END OF EVALUATION REPORT-
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MEMO ETC,LLC Evaluation Report 111480.11.08-R13
Certificate of Authorization 1t32455 7"'El)iT M(2010)=FBC NON-HVHZ LVALUAT10N FL116D2=R12
Titanium®Roof Underlavments Revision 13:02/12/2021
Page 8 of 8
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