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Product Approval Menu>Product or Application Search>Application List>Application Detail f A N 0 Z021 -
FL# FL11602-R11 Per JmNi 1� � 2Q'
Application Type Revision St. L ,wd�(>®l�(��
�.• �:� Code Version • 2020 CODE C Yi/
xr Application Status Pending FBC Approval COMPLIANCE
ST. L CIE COUNTY
• Comments • /)
y Archived BOCC 6[�12�
Product Manufacturer Owens Corning Roofing and Asphalt,-LLIC
Address/Phone/Email One Owens Corning Parkway
Toledo; OH 43645 '
(-740) 321-6345
Greg.Keeler@owenscorning.com
Authorized Signature Keeler Greg F
Greg.Keeler@owenscorning.com
r>? Technical Representative Greg Keeler
sx �. Address/Phone/Email 2790-Columbus Road -
Granville, OH 43023.
(740) 321-6345
greg.keeler@owenscorning.com
Quality Assurance Representative
Address/Phone/Email
Y} Category - Roofing
Subcategory Llnderlayments,.
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 Robert Nieminen
h - the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity
€ Quality Assurance Contract Expiration Data '12/31/2023
i Validated By John W. Knezevich, PE
Validation Checklist- Hardcopy Received
r.
Certificate of Independence FL11602_R11 COI 2020 01 COI NIEMINEN.p_df
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
#` ;• ASTM D4533 (tear strength) 2015
http://www.floridabuilding.brg/pr/pr_app_dtl.aspx?param=WGEVXQ%tDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQQ%3d%3d Page 1'of 2
Florida Building Code Online 1/19121,5:47 PM
4
ASTM D4798(weathering) 20114
ASTM D4869 (liquid transmission) 2016
s�2 ASTM D5035 (tensile) 2011
�?s` a FRSA/TRI,Sixth Edition - 2018
UL 1897
2015
Equivalence of Product Standards
.; Certified By
<' F Sections from the Code
`. Product Approval Method Method 1 Option D
r x Date Submitted 12/16/2020
Date Validated 12/17/2020
$ `.. Date Pending FBC Approval 12/26/2020
k S mu ma of Products. n - `—t _ _ ._w .w _ e
FL# Model,Number or Name Description'
11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of'Use Installation Instructions
z 3+ Approved for use in HVHZ: No FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602
Approved for use outside HVHZ:Yes
Impact Resistant:,N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-142.5 Created by Independent Third Party:Yes
QW
p Other: 1.)The design pressure noted herein pertains to Evaluation Reports
y ,v use of a specific underlayment system beneath the roof FL11602 R11AE 2020 12 16 NAL' E '_tI7 IUM FL11602-
`> systems, Refer to ER Section 5.8.3 for details.2.)-Refer to B J-p-df
Op
" ER Sections 5 and 6 for other Limits of-Use...
r _� " Created by Independent Third Party:Yes
}
.7 Gf th Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
` AA/EEO employer.CORyright 2007-2013 State of Florida.;;Privacy Statement::Accessibility Statement:;Refund Statement
t The State of Florida is an
air
y r 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
45 October
itt ust provide the public ment with an email address iyaave one.The emaills provided may be used for official communication with the license under e.However email addresses are rtcod.IF you do not wish to supply
y k
4 W ' personal address,please provide the Department with an emailaddress which can be made available to the public.Td determine if you are a licensee under Chapter
r 455,F.S.,please clickhe[e_.
F :-
ry Product Approval Accepts:
f 4i l - � ® ®
6 �• f is A- eCFe`ck
Credit Card
Safe,
http_//ww.w.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsQFcSK'/o2fTrZeHYB7UCe5KMr%2fsMfWgra38uK4[8vXGOCQQ%3d%3d Page 2'of 2,
y
NEMO 1 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-R12
One Owens Corning.Parkway FL11602-R11
Toledo,OH 43659 Date of Issuance: 11/03/2008
(140)321-6345 Revision 12: 12/16/2020
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted-has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for
compliance with the 7eh Edition(2020)Florida Building Code sections noted herein.
DESCRIPTION: TitaniumTm Roof Underlayments
LABELING: Labelingshall be in accordance with the,re uirements of the Accredited Quality Assurance Agency noted
q Q Y g Y
herein and FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until'such'time as the named product(s)changes;the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the,named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance'or the production facility location(s). NEMO'ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded-.by the,words "NEMOIetc., Evaluated" may be
displayed in advertising literature. if any portion of the Evaluation Report is displayed, then•it shall.be done in its
entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for ins ect•o'n' •at the job site at the p I � request of the Building Offlclal.
This Evaluation Report.consists of pages 1—through 8.
Prepared by:
Robert J.M. Nieminen P.E. ° �� .
i �; •: •._._,, The facsimile seal appearing was authorized by Robert
�''s t��k� + ' ' Nleminen P.E.on 12 16 2020.This does not serve as an
Florida Registration No.59166 Florida DCAANE2983 ...u..,,, ,,• / /
9 +n
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. _MEMO 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. NEW 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 ahy:company manufacturing or distributing products for
which the evaluation reports are being issued.
4. ,Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
;product:
S. This is a building code evaluation..Neither.NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
©2018 NEMO ETC,LLC
NNEMOjetc.
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 71h,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.'
2. STANDARDS'
Section Property Standard Year -
1504.3.1 Wind resistance UL1897 2015
1507.1.1,1507.2.4,1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015
R905.2.8.2
1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear strength ASTM D4533 2015
R905.1.1.1(2&3,Exception),R905.1.1.1(5)
1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011
R905.1.1.1(2&3,Exception),11905.1.1.1(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:
Enti 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
ERD(TST6049) FRSA/TRI,tile slippage 41-OC-19-SSUDL-01.A 06/14/2019
ITS(TST1509) FRSA/TRI,partial 3126617COQ-005 ,10/31/2007
ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014'
Owens Corning Product equivalency Declaration 06/19/2018
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(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2018
PRI(TST5878) UL1897 1378TO02 07/10/2019
PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019
PRI(TST5878) UL1897 1378TO117 10/20/2020
PRI TST5878 ASTM D453(TST5878) 3,D4798,D5035 1378T0110 10 15 20 20
PRI(TST5878) ASTM D4533,D4798,D5035 137ST0111 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020
ITS(QUA1673) Quality Control Service Confirmation 12/09/2020
ITS(QUA1673) Quality Control Florida BCIS Cu
rrent
PRODUCT4. DESCRIPTION:
Product'"'. Material Standard 'Plant(s) , Description
1 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
NEMO ETC,LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12:12/16/2020
Page 2 of 8
T
Y'
NNEMO etc.
Product MaterialS' ta'ndard' Plants
(' ) scription-
4.2 Titanium"'UDL-25-' '1507.1A.1(2&3- Qingdao,.China '. 's'ht het lc'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 lbs./square
Exception),R905.1.1.1(5)
- 4.3 - Titaniumi'UDL-30 - 1507.1.1.1(2&3, Qingdao,China synthetic-sheet-type underlayment comprised of
Exception),1507.1.1.1(5)/ ` ' '.- " a woven core coated-on both sides with a
R905.1.1.1(2&3, polymer coating. Unit weight,4.0lbs./square, ,
Exception),R905.1.1.1(5)
4.4 Titaniumlm UDL-50 1507.1.1.1(243, " '' 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
Exception);.R9051:1'.1(5)
S. WITATIONS:
5.1 This is a building code evaluation. Neither_0EMO_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
&design.'guidance unless retained specifically for that purpose. -
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward'and Miami-
Dade Counties). ,
,:5.3 : -;:This Evaluation,Report pertains to.above-deck roof!components.;,Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
„5.4 This Evaluation Report does not include:evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification.. JRefer to FBC 2603 for` requirements=and limitations
concerning the use of foam plastic insulation.
;5.5 ;; . TitaniumTm Roof Underlayments may be,used'with any preparedaroof cover'where the prodact'is specifically
referenced;Within-.FBCrapproval documents., .If-not.listed;,-a request may be made to'.the Authority Having
;Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
f8C Section: 1507.2 1507.3, 1507.4&.1507.5 1507.7 1507.8&1507.9
. ay and.Concr
Til ete e
Underla Y ment_ Asphalt Mechanical Cl Adhesive-
Metal Panels'•. ' •slate o'r Slate=' Wood Shingles and
Shingles Attach Set and Shingles Type Shingles .�, Shakes
Titanium PSU-30 Yes Yes Yes Yes
Yes Yes
(See 5.6.1) (joint strips,1507.1.1.3/
I-i 11, . 11905.1.1.3)
Titanium UDL-25 Yes No No - .-Yes Yes,. ,. No
Yes Ye.s. :
Titanium UDL-30 Yes (Base Sheet In, (Base Sheet In Yes Yes No
2-plysystem)' 2-ply`system)
Titanium UDL-50 Yes No No Yes Yes No
NEMO:ETC;LL•C`• Evaluation Report 111980.11.08-R12
CertlflcateofAuthorization#32455 7t"EDITION(2020)'FBC NON-HVHZ EVALUATION ` 1.11602-R1i
Titanium Roof Underlayments" Revision 12:12/16/2020
Page 3 of 8
4
16ONEMO etc.
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
Titanium PSU-30 ICP Adhesives and Sealants"Polyset0AH-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 941 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 R905.1.1. _
•5.8.2 _For use under tile roof systems, attachment shall be in• accordance with the manufacturer's installation
instructions,but not less than Section 5.8.3 herein.
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and.Clay Roof Tile Installation Manual;Sixth Edition. The Maximum Design Pressure
is the result of testing for wind load:resistance based on allowable-wind loads,and reflects the ultimate passing
pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
5.8.3.1 Direct-to-Deck:The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High'Wind Concrete and Clay Roof-Tile Installation Manual, Sixth Edition,Appendix A,Table 1A or the
-critical(highest)design pressure,determined in accordance with FBC 1609 or FBC Residential Chapter 3:
#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 D411
Underlayment:'One or two plies Titanium PSU-36, 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.
'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-R12
CertiiicateofAuthorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12:12/16/2020
Page 4 of 8
NMEMO etc.
#2 Maximum Design Pressure=-142.5 psf:
Deck: Win. 15/32-incK plywood to meet project requirements"to satisfaction of Authority Having
Jurisdiction.
Primer: None 7
Uriderlayment: One.ply Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12'ga. galvanized
annular rink shank nails through 32.ga.,1-5/8-;inch diameter tin caps in accordance with Owens
Corning Roofing=and''Asplialt;LLC published installation requirements.
5.8,3.2' Mechanically-Attached Base'Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
= Florida'High'Wind Concrete and'Clay'Roof Tile Installatiori-Manual,'Sixth Edition,Appendix A,Table 1A or the
critical(highest)design pressure determined in accordance with FBC 16091or 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 FBCtResidentidi da'pter3:-'Elevated pressure zones
..:+shall employ an'attachment•density designedbya'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 4an'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. i. /32-inch plywood to meet project requirements to'satisfaction of-Authority Having
Jurisdiction.
Base�Sheet: Titanium-UDL-30(inverted)
",Fasteners: 12 ga':annula�'rin'g shank nails having noiless than 20 rings per inch, heads not less than 3/8
inch-diameter an`d 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 -max. 6" o:c:with 12 ga.
galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance
_with Owens Corning Roofing and Asphalt,LLC published installation requirements.
#4 Maximum Design Pressure=-30 psf*:
- Deck: - - -Min. 15/32-inch plywood to meet project requirements to-satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with min.32 ga., 1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance
with Owens Corning Roofing and Asphalt,LLC published installation requirements.
NEMO ETC;LLC Evaluation Report 111980.11.08-R12-
CerrlflcateofAuthorkationit324SS 7TM EDITION(2020)FBC NON-HVHZ EVALUATION ' 'FL11602-R11
Titanium:Roof Undeilayments ' ' Revision 12:12/16/2020
Page 5 of 8
ONEMO I etc.
#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,haying,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.
0nderlayment: ,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 nW:
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. a:annular,ring shank nails g. g_ ails havingnot less'than 20 rings er.i inch,n h heads not less than
g P n38
inch diameter and length sufficient to penetrate through the thickness ofdeck not less than
16-3/ 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 thre03),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 back7nailed!6"o.c.with 12 ga,galvanized
annular rink shank nails through 32 ga.,1-5/8-inch:diameter tin caps in accordance with Owens
Corning'Roofing,and Asphalt, LLC published installation requirements.
5.9 Exposure Limitations:
TABLE 3: EXPOSURE LIMiTATIONS
Underlayment Prepared Roof Cover Installation Type Maximum Exposure.(days)
Mechanically attached 180
Titanium PSU-30
Adhesive-set tile 30
Titanium UDL-25,Titanium UDL-30, Mechanically attached._: 180
Titanium UDL-50 ---
r ,
NEMO ETC,LLC Evaluation Report 111980.11.08-R12
Cert'icote o Authorization t/
ni
,f f ,on 31455 7 EDITION(2020)FBC NON HVHZ EVALUATION • FL11602-R11
Titanium Roof Underlayments Revision 12:12/16/2020
Page 6 of 8
'i
• o
ONEMOjetc.
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck--tile'assemblies,the
,< maximum:roofslope shall be as-)fo.11ows. These;slope limitations can only be exceeded by using`battens during
loading of the roof tiles.:j;
TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS `
Underlayment Tile_Profile Staging'Me d'tho ; '• Maximum Slope
Flat Max.-10-tile stack''-!' -'5:12
Flat Max 5-tile stack 6:12
__.Lugged.._;: :i'. .Max 10-tile stack.•._ rf :4•:12
Lugged, , ;;, , ;Max.5-tile stack �_ •5:12
Max. 10-tile stack(5 over 5),,•
.. .. ;>
Titanium PSU-30 :;•,
Lugged „ 5:12
6. INSTALLATION:
6.1, Titanium Roof•Underlayments shall be installed in-accordance with Owens,Corning Roofing,and Asphalt, LLC
published installation iequirementstsubject to the Limltations,set forth in Section.5 herein and thespecifics noted
below:
6.2 ' Re,fasten any loose decking panels, and check-for protruding nail,heads:,,SWeep_the Substrate_thoroughiy to
remove any dust and debris prior to•application,and prime the substrate(if applicable).: `
61.3 Titanium1m UDL-25,Titanium UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception),
1507.1.1.1(3, Exception)or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception)
or,R905.1.1.1(5) for the type of prepared roof covering-to be installed, and the manufacturer's installation
instructions. FBC requirements take precedence over the manufacturer's installation instructions.
6.3.2 Fasteners:
Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or
1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. -
6.4 Titanium*"PSU-30
6.4.1 Non-Tile Applications: i
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.
NEMO ETCH LLG ' Evaluation Report 111980.11.08-R12
Ceitificate of Authorization#32455 7-EDITION'(2020)FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof,Underlayment3• 'N"I Revision 12.12/16/2020
Page 7 of 8
6.4.2 Tile Applications: NNEMOletc.
Shall be installed in compliance with requirements for a:Self-Adhered Membrane in the FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation
instructions.
Refer,to Section 5.8.3 for attachment limitations,
Refer to Table 4.for tile staging limitations.
6.5 Titanium 2-Ply System:
6,5,1. , The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-30 (top-surface primed or sheet inverted) in accordance with Section 6.3 followed by
Titanium PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61U0-3 CIA requirements. Refer
to Section 4 herein for products and production locations having met codified material'standaeds.
• QUALITYAssu.,
Intertek Testing Services NA Inc.—QUA1673; (312)906-7779;'maura.norlanderC@intertek.com
-END OF EVALUATION REPORT
NEMO ETC,LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12:12/16/2020
Page 8 of 8