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Product Aornoval Menu>Application Detail T. I,U C I E COUNTY
FL* FL11602-R1l Vim' 130 C C "t /
Application Type Revision CI¢
Code Version 2020
Application Status Approved
Comments
Archived rl
Product Manufacturer Owens Coming Roofing and Asphalt,LLC
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
0 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
l Validation Checklist-Hardcopy Received
Certificate of Independence F 11602 Rit COI 2020_01 CO—
Referenced Standard and Year(of Standard) Standard year
ASTM 01970 2015
ASTM D4533(tear strength) 2015
ASTM D4798(weathering) 2011
ASTM D4869(liquid transmission) 2016
ASTM D5035(tensile) 2011
FRSAfMI,Sixth Edition 2018
UL 1897 2015
Equivalence of Product Standards
Certified By
https:/ANm.floridabuilding.orgfpr/pr app dd.aspx4param=wGEVXQwtDgsQFcSKO/o2frrZeHYB7UCe5KMr%2fMfWgrp38uK4l8vXGoCC)Q%3d%3d 112
2/23/2021 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2020
Date Validated 12/17/2020
Date Pending FBC Approval 12/26/2020
Date Approved 02/09/2021
Date Revised 02/12/2021
Surnmary of Products
FL It Model,Number or Name Description
11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No F►116 2 RI1 ii 2020 12 16 FINAL ER TITANIUM FL31602-
Approved for use outside HVHZ:Yes R11.129
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-142.5 Created by Independent Third Party:Yes
Other:2.)The design pressure noted herein pertains to use Evaluation Reports
of a specific underlayment system beneath the roof systems. Fl 11602 R71 AE 2020 12 16 FINAL ER TITANIUM FL11602-
Refer to ER Section S:8.3 for details.2.)Refer to ER Sections $u 01
5-and 6 for otter Limits of Use. Created by Independent Third Party:Yes
' BacY. Hert
Contact Us::2661 Blair Stone Road,Tallahassee FL 32399 Phone:R50-487-1824
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-mad 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 8so.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effecttva October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply personal address,please
provide the Department with an email address which can be made available to the public.To detemllne If you m a licensee under Chapter 455,F.S.,please dick b .
Product Approval Accepts:
09 N 0 EAaI
httpsJ/www.floridabuilding.org/pr/pr epp_00.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCeSKMra/`2fsMfWgra38uK418vXGoCQQ%3de/aid 212
NEW etc.
Certificate of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EvALuATE TEST CONSULT
EVALUATION .O.
Owens Corning Roofing and Asphalt,LLC Evaluation,Report 111980.11.08-R12
One Owens Corning Parkway FL11602-R31
Toledo,OH 43659 Date of Issuance:11/03/2008
(740)321-6345 Revision 12:12/16/2020
SCOPE:
This Evaluation Report is issued under Rule.614320-3 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 7th Edition(2020)Florida Building Code sections noted herein.
iDEscRlPrioN�Titanium'� oaf Underla�ments
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 NEW ETC, LLC of any
changes to the produet(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 "NEMO'Jetc. Evaluated" may be
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be.done in its
entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the Job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared-by:
Robert J.M Nieminen,P.E. �ZZ.--. ` The facsimile was authorized by
Florida Registration No.59166,Florida DCA ANE1983 ` ti ;�w`�'' Nleminen,P.E.on 12/16/2020.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEW ETC,LLC does not have,nor does it intend to acquire or will-it acquire,a financial interest In any company manufacturing or
distributing products it evaluates. _
2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being Issued..
.4. Robert Nieminen,P.E.does not have,nor will acquire,a financial Interest In any other entity involved in the approval-process of the
product.
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 NEMO ETC,LLC
is ,1
ONEMO etc.
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 71'Edition (2620)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.
D••.
Yn s a fo-=c 4 Cr'�:.: µ,, -1: ?l k��7aus ,� s•- 5_.-.:.- ? �a-..�xa. � 2„n < a `., .e� 5,- Yu'7 r- E^:.ems < �2:�
3tandaM
1504.3.2 Wind reslstance UL 1897 2015
1507.1.1,2507.2.4,1507.2.9.2/R905.11, 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 201.1
11905.1:1.1(20,Exception),11905.1..1.1(5)
1507A.1.1(5)/R905.1AA(5) Liquid water transmission ASTM D4869 2016,
1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth,Edition 2018
TAS 120 Accelerated Weathering ASTM D4798 2011
fnti Examination Reference".'' Date
ERD(TST6049) Various,system tests I35520.06:11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 68/12/2011
ERD(TST6049) FRSA/TRI,tile slippage 4j-OC-19-SSUDL-01.A 06/14/2019
ITS(TST1509) FRSA/TRI,partial 312661.7COQ 005 10/31/2007
ITS(TST1509) ASTM D4869,LWT 201823107COQ-007A 12/09/2014
Owens Corning Product equivalency Declaration 06/18/2018
PRI(TST5878) ASTM.D1970 OCF-341-01-01 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(6);Pull-through OCF-422-02-02 04/03/2018
PRI'•(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2018
PRI,(TSTS878) UL1897 1378T002 07/10/2019
PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019
PRI(TST5878) UL2897 1378T0117 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 2379TO1.1-2 10/15/2020
ITS(QUA1673) Quality Control Service Confirmation 12/09/2020
ITS.(QUA1673) Quality Control Florida BCIS Current
4. ••iDESCRIPTION:
T.P odud p, Material Standard <P ant s) >"; ``Desvi lion
4.1 Titanium"'PSU-30 ASTM 63970 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-R32
Certlflcote ofAuthar@atlon#31455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Undedayments Revision 12:12/16/2020
Page 2 of I
ON-Emoletc.
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
11905:1A.1(2&3, coating. Unit weight 2.5 lbs./square
Exception),R905.1.1.1(5)
4.3 Titanium'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 4.0 lbs./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 4.1 lbs./square
Exception),R905.1.1.1(5)
5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer
of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting
or design guidance unlessretained 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:
ems. + :3 e "7.., _E ... za:
*� s TABLE� OOF COVER OP7JON5 u ry � YW.
>
e zs vKs „n". ,>st`7.. r 2'z..s .3-K.t� �r
n? 75 "�hFBCSecNon 15072it w�..< ,.'.,,15073;,y"'; 7.5, 1r 15077 ? �,.,1s07azIs07.9
1507sXso. ,,
ConcfetexTlle
- .{1Vletil lianelst � 'S1ateArSlatp-� 'Woq°1f Shingies and-�.
the , } � ���ti �ShJngles+' �\ + i s t,\and5hintids �� +TypeShingie3�� a `ti x5hakes� �1� S�
Yes
Titanium.PSU-30 Yes Yes Yes Yes Yes aoint strips,1S071.1.3/
(See 5.6.1) R90S.1.1.3)
Titanium UDL-25 Yes No No Yes Yes No
Yes Yes
Ttanium.UDL-30 Yes (Base Sheet In (Base Sheet In Yes Yes No
2-plysystem) 2•plV>ystem)
Titanium UDL-50 Yes No No Yes Yes No
NEMO ETC,LLC Evaluation Report 111980.11.06-R12
Certl/Tcate ofAuthadmdon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Underlayments Revision 12:12/16/2020
Page 3 of 8
ONEMOletc.
5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations.
Yy �s �1► i�w�nraaET1Wt�slyUNoo ►ailittoNs -
Dupont"Tile Bond'Roof Tile Adhesive' FL22525
Titanium PSU-30 ICP Adhesives and Sealants"Potyset•AH-160" FL6332
ICP Adhesives and Sealants"Polyset•RTA-1" FL6276
5.7 Allowable Substrates:
,_-c v. t'is .�
� jI{AB 2 SUBSTRATE O Of�iS FOR ADH RC,{�I�VDERWYMt(Y ,
LG' �b-.... e�t'aKi .., -J.:.� .✓5.�i [.E aY-'. "'"„+_ .,Xr:_....e.. w""...•H
pr 5�?` trt 7 sl .tpt4,h ytr7at+ ' b z f"`> y
r ,. substratess(design eed tomeet wind loadsforpfoJect)
Uiiderlayinent ApplicationO
Type;, 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 manufacturers installation instructions,but—for mechanically attached underiayments or base sheets-not
less than FBC 1S07.1.1 or 11905.1.1.
5.8.2 For use under the roof systems, attachment shall be in accordance with the manufacturers installation
instructions,but not less than Section 5.8.3 herein.
5.8.3 Wind Resistance for Underiavment 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=4S asf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional)ASTN1 D41
Undedayment: 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.,l=S/8-inch diameter tin caps in accordance
with Owens Corning Roofing and Asphalt,LLC published installation requirements.
1 Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEW ETC,LLC Evaluation Report 111980AL08-R12
Certil&ateefAutharhation#32455 7-EDITION(2020)FBCNON-HVHZEVALUATION FL11602-R11
Titanium Roof Undertaytnents Revision 12:12/16/2020
Page 4 of 8
ON.EMOletc.
##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
Corning 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 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.
Alternatively,the maximum design-pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with F.BC 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%SPR[WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application
Standard RAS 117 and Roofing Application StandardRAS 137. Assemblies marked with an asterisk' carry the
limitations set forth in Section 2.2.30:1 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: Ttanium,UDL-30(inverted)
Fasteners: 12 ga.annularring shank nails having not less than 20 rings per inch,heads not less than 3/8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with.min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga,1-5/8-inch diameter tin.caps in accordance
with Owens Coming-Roofing and.Asphalt,LLC published Installation requirements.
##4 Maximum Design Pressure=-30 psf':
Deck: Min. 1- 5/32-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 overprinted 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 111980.11.06-R12
CerUjkate of Autho6zation N32455 7"EDITION(2020)FUC NON-HVHZ EVALUATION FL11602-1131
Titanium Roof Undedayments Revision 12:12/16/2020
Page 5 of 8
OMEMO I etc.
#5 Maximum Design Pressure=-45 asf*:
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 ox.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 through32 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 asf*:
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 P g penetrate through the thickness of deck not less than
3/164rich with min.33 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:
Underlayment Prepared Roof Cover Installation Type Maximum Exposure.(days)
Titanium PSU-30 Mechanically attached 180
Adhesive-set tie 30
Titanium UDL-25,Titanium UDL-30, Mechanically attached 180
Titanium UDL-50
NEMO ETC,LLC Evaluation Report 111980.11.08-R32
CertlfTcate ofAutharization#32455 7O1 EDITION 12020)FBC NON-HVH2 EVALUATION FU1602-R31
Titanium Roof Underlayments Revision 22:12/16/2020
Page 6 of 6
I
ONEMOletc.
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
'' Underlayment4rr ,, _i ` ileYPr,9file4` ,• flllaximum Slope,,
Flat Max.10-tile stack 5:11
Flat Max 5-tile stack 6:12
Lugged Max.10tile stack 4:12
Lugged. Max.5-tile stack 5:12
Max.10-tile stack(5 over 51.
Titanium PSU-30
Lugged 5:12
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Coming 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).
6.3Ttanium' UDL 25?Titanium.UDL 30o r.Titaniurrt:.UDL 50 .:• •.; ��'� ..... .
r 4
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 manufacturers installation
Instructions. FBC requirements take precedence over the manufacturers installation Instructions.
6.3.2 Fasteners:
Minimum fasteners shall be corrosion resistant,ring-shank cap nails shall be as set forth in FBC 1507.2.1.2 or . .
1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. i a
64 y tM k W`•",t° c5':7 bF w{ `�+g ;va'- tF Vitt ,rk '�•�i-,. yx'"'Y`��.M i�Y{.'�w vi`i1* �r5�t,.. •.F' k'v �N Fr't f,Y ',{��s
Titahium �PSU30 �r,
6.4.1 Non-Tile AnDlications:
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 manufacturers 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 ETC,LLC Evaluation Report 111980.11.08-Ri2
Certtpcate ofAuthodkodon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FU1602-R11
Titanium Roof Undedayments Revision 12:12/16/2020
Page 7 of 8
I -
SNEmo etc.
6.4.2 Tile Applications:
$hall be installed in compliance with requirements fora Self.-Adhered Membrane in the FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacture►?s installation
Instructions.
Refer to Section 5.8:3 for attachment limitations.
Refer to.Table 4 for tile staging limitations.
pys r u�
6.5
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL30(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 the staging limitations.
7. BUILDING PERMIT 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 61G20-3 QA requirements. Refer
to Section 4 herein for products-and production locations having met codified material standards.
Intertek Testing Services NA Inc.—QUA1673;(312)906 7779;maura.norlander0intertek.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 111980.31.08-R32
Cert+fkate ofAutharirodon#31455 7-EDITION(2020)FOC NON-HVHZ EVAWATION FL11602-R31
Titanlum Roof Underlayments Revision 12:12/16/2020
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