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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTprf'_ product
l• Elrod
Approval
lic Usar
Florida Building Code Online
Submit Surcharge SzaCs & �:MZ Publications Can ace Us BUS Site Map Links 5earch
n=jLt 3?.U? - F_ �ignu > F,L.dL�' 'Appfrca; ic.--�.5e
_ c°'zcail�n Lis: } APPlicatiort QelaeE
F
4 � L it
Application 7ype
Code Version
Application Status
Comments
Arcrrived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/phone/Email
Category
Subcategory
Compliance Method
FL11602-R12
Revision
2020
Validated
Owens Corning Roo€1ng and Asphalt, LLC
One Owens Coming Parkway
Toledo, 4H 43645
(740)321-634S
Greg. Keeler@nwenscorning, cool
Keeler Greg
Greg. KLc ler@owenscoming,com
Greg Keeler
2790 Columbus Road
Granville, OH 43023
(740)321-5345
g reg. keelergowenscom ing,com
4.l
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Flarida Engineer or Architect Name who developed the Robert Nieminen
Fvaluation Report
Florida License PI 5915fi
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2023
Validated By
John W. Knezevich, Plw
Validation Checklist - Hardcopy Received
Certificate of Independence
F' 07 Ii1ZCQI 1721 01 dtEhSItvEN_
Referenced Standard and Year(of Standard)
Standard
ASTM D1970
Year
ASTM 04533 (tear strength)
2015
ASTM D4798 (weathering)
2u1S
ASTM D4869 (liquid transmission)
2011
ASTM D5035 (tensile)
2026
FRSA/TRI, Sixth Edition
2011
UL 1897
2018
2015
Equivalence or Product Standards
Certified By
Mips:Nwww.tiaridahuilding,orglpr/pr 8pp_dtJ.25pX?p2ram-wGEVKQwtpgsQFc5K%2rTrZeHY$7UCe5KMr%2fslvlfIVgra38thTg8%2byKuYXg°l°3d%3d
1/?
211712O21
Florida Building Code Online
Sections from the Code
Product Approval Method Methad 1 Option D
Date Submitted 02/12/2O21
Date Validated O2/14/2021
of Products
FL # I Model, Number or Name } Description -
11642.1 'Titanium Roof Vnderiayments Synthetic sheaf -type roof underlaymerits
LJmits of Usa
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. N/A
Design Pressure: +N/A/-142.5
Other, 1.) The design pressure noted herein pertains to use
of a specific underlaymeot System beneath We roof systems.
Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections
5 and 6 for other Limits of Use.
Installation Instruct[ons
F(_1160 R2�I 2Oi1 �2 1 Fli��l EF2 �tTAi`IUI� Fl L16p2
R%2:prif
Verified By. Robert Niernmen PE-59166
Created by Independent Third party; Yes
Evaluation Reports
FL1IG02 R12 At 2023 02 12 F NAL ER T[TANtUt F1.L16N-
pcdf
Created by Independent Third Party: Yes
QMW Us ;; 2601 Blair Stone Road 7g;�ahasse• F� 3239e Phones: 850•�}67-182a
the State Of FIGICle Is an WEED amAloyer..^-nnyr ht 2007-2013 State of eloride. privacy Staterns=nt :; AccessiSllity. St;32emant i' Refund StatE'rsant
undeer Honda law, emal eddrcssm; are public records. Ir you do not went your a -mail address released in respertse to a publlc-retards request, do not send eiecfrontc
mail io this enbly. instead, contna the offfCe by phone or by traditional mail. 1f you have any questions, please sontacc 850.437.I395. *Pursuant to Section 455.275(1),
rfond2 Statutes, effective October 1, 2012, lic'_rusims licensed under Chapter 455, F.3- must provide the Department vtith an ernall address if they haue one. The onail-
provided may he used for ufficiai communic,*wi with the hwisae. iivwever email addresses are public record. If you do not wish to supply a parsonai address, please
provide the Department with an err;all addme * which can uv made avanabEe to the public. To determire if you are a licensee under Chapter 455, FS., please clIcic en- -
Prvduct ApprovalAcceprs:
KI ® eC---I -.:
Cr8Ol Card
Safe
https:)lwww.f€oridabuilding-orglpr/pi app_dtl-aspx?par-am--wGEVXQwiDgsQFc5K%2tTrZigHYB7UCe5KMr%2fsMfNgra381hTg8%2byKuYXga/ 3d%3d 212
ON
ENGINEEP
EVALUATE
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
(740)321-6345
Certificate of Authorization #92455
353 Christian Street, Unit #13
Oxford, C`1 06478
- (203)262-9245
TEST CONSULT
Evaluation Report 111980.11.08-R13
FLT!602-R12
Date Of Issuance: 11/03/20US
Revision 13: 02/1212021
SCOPE:
This Evaluation Report is issued under Rule 51G20-3 and the appiieable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Niemfnen,
P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for
compliance with the 7t6 Edition (2020) Florida Building Code sections rioted herein.
DESCPJP'TiON: TitaniumT, Roof Underlayments
LABELING: Labefing 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 MEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility lacation(s), NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Cade Cyde.
ADVERTfsEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMp[etc- 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 avaliable 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 JIM. Nieminen P.E. 3 �..'-�"_. ` 'u � •a'
'"' The facsimile seal a g y
Florido Re Na 59165, Florida DC4 ANE3g83 %vr w`. ppearin cues Futhoried 5 Robert
Nieminen, RE. an 02/32/2021- This does not serve as an
CERTiFICATIGN of IND) PE?mEmcii: elel—,rani_aily signed docament.
1- NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a finandai 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 any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Hobert 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 buildingcode evaluation. Neither NEM4 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, iSfwas used for permitting or design guidance unless retained
specifically for that purpose.
©2018 NEMO ETC, LLC
ONEN101 2tC.
ROOFING COMPONENT EVALUATION.'
Product Category:
Roofing
Sub -Category:
underlayment
Compliance Statement: Titanium" Roof Underiayments, as produced by Owens
Corning Roofing and Asphalt,
LLC, have demonstrated compliance
with the fallowing sections of the 7 h Edition (2020) Florida Building Code
through testing in accordance with applicable sections the
fallowing Standards,
Compliance is subject to the
Installation Requirements and
Limitations / Conditions of Use set forth herein.
Section
Property
Standard
Year
1504.3.1
}Hind resTstanee
UL 1897
2015
1507.1.1,1507.2.4, 1507.2.9.2
/ R905.1.1, Material standard ASTM D1970
2025
R905.2.8.2
1507.1.1.1(Z&3, Exception), 1507.1.1.1(5} / Tear strength
ASTM D4583
2015
R90S.1.1.1(2&3, hxception), R945-1.1.1(5)
1507.1.1.1(2&3, Exception},1507.1.1.,1(5) / Tensile strength
tASTNI D5035
2011
R905.1.1.1(Z8�3, Exception), R905.1.1-1(5)
1S07A-I1 1(S) / H905.1.1.1(5)
Liquid water transmission ASTM D4869
2016
1507.3.3 / R905.33
Material standard
FRSA/TRI, Sixth Edition 2018
TAS 110
Accelerated Weathering ASTM D4793
2011
Er1_ city
Examination
Reference
Date
FRD (TST5049)
Various, system tests
135520.06_i 1
06/15/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
09112/2011
!TS (TST1509)
FRSA/TRI, partial
3126617CQQ-005
10/31/2007
ITS(TST1S09)
ASTM D4869,LWT
101R23107COQ-007A
12/09/2014
Owens Corning
Product equivalency
Decia:•ation
06/19/2018
NEMD (T5T6049)
FRSA/TRI, tile slippage
4j-Ci(_-19-SSUDL-01.A
06114/2019
PHI(TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PHI )7ST5878)
FRSA/TRI, partial
OCR-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
GCF-422-02-02
04/03/2018
ARi (TST5878)
FRSA/TRI, partial
OCF-425-02-01
OS/13/2018
PHI(T5T5879)
UL2897
i37ST002
07/10/2019
PRI (TST5878)
ASTM D1623, TAS 103
C7CF-507-02-01
08/13/2019
PRI(TSTS878)
UL1897
1378T0117
10/20/2020
PRi (TST5878)
ASTM D4533, D4798, D5035
1378TO110
10/1S/2020
PRI (TST5878)
ASTM 04533, D4798, %035
1.378TD111
10/15/2020
PRI (TST5878)
ASTM! D4533, D4798, D5035
1378TO112
10/1512020
PRI (TST5878)
ASTM D4533, D4798, D5035
1378T0059
02/13/2020
PRI(TST5878)
ASTM D8257-20
1378TOO61
01/21/2021
JS (QUA1673)
Quality Control
Service Confirmation
12/49/2020
ITS (QUA1673)
Quality Contrpi
Florida RC6
Current
NEIMO E ii Y, LLC Evaluation Report i11980.11_09-R13
CartifiivteofAuthodzution #32455 7`„ EDI-M N (2(J20) FRC NOAI-"VHZ EVAI.ISA310N FL11602-R12
Titanium" Roof Underlayments Revision 13: 02/12/ZO21
Page 2 of 8
4.1
4.2
4.3
4.4
4.5
ONEMOWC.
Product
Material Standard
Plant(s)
Description
Titanium PSU-30
AST D1970 and
Dubai, UAE
umeinforced polymer modified bitumen material
FR5A/TRi 09-18
Brentwood, NH
adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
l
with a release filet. Unit weight 24lbs1square
Titaniumg UDL-25
1507.1.1.1(2&3,
Clmgdao, China
r synthetic sheet -type underlayment comprised of
Exception), 1503.1.1.1(5) f
a woven core coated on one side with a polymer
R905.1.1.112&3,
coating. Unit weight 25 lbs./square
Exception), it905.1.1.1(5)
Titanium" UbL-34
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) /
a woven core coaled on both shies with a
R9C5.1.1.1{2&3,
polymer coating. Unit weight 4.0 lbs./square
Exception), R905,1.1.1[5)
Titanium' UDL-50
1507.1.1.1{2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1A.1(5) /
a woven core coated on both sides with a
R905_I.1.1{2&3,
polymer coating_ Unit weight 4.7lbs.fsquam '
Exception), R905.1.1.1(5)
Titanium.X30
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) J
a non-wovon polypropylene top scrim laminated
R905.1.1.1(2&3,
to a central non -woven polypropylene scrim with
Exception), R905.1.1.1(5)
polymeric coating on the bottom side. Unit
ASTM 08257
weight 5.0 Ibs./square.
5.1 This is a building code evaluation, Neither NEMO ETC, LLC 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.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., aroward 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 FRG requirements to the satisfaction of the Authority Having Jurisdiction-
5-4 This Evaluation Report doss not include evaluation of fire classification. Refer to PBC 1505 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 approvai based on this evaluation combined with supporting data for the prepared roof covering.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Fac Section:
1507.2
15U7.3
2307.4 & 1507.5
2307.7
l 1507.8 & 2507,9
0and Concrete Tile
Unrlerla merit
y
Asphalt
Metal panels
slate or State-
Wood Shingies and
nita(
Adhesive-
Shingles
LfAttch
set
and Shingles
Type Shingles
Shakes
Titanium"PSu-30
Yes
yes
Yes
Yes
Yes
Yes
(lointstrips, 1507,i.1.3/
(See 5_6. Z)
Ft905.1.3.3)
Tftanlume UDL-25
Yes
No
No
yes
Yes
No
NEW ETC: LLC Evaluation Report I11980.11.08-R33
Certificate 01AUrhorizotjua a3435 71M EDITION (2D20) FBC NON-HVHz rV ALUATION FL'+M592-Pi.2
Titanium® Roof Underlayments Revision 13: 02/1212021
Page 3 of 8
TABLE 1: Roof CQvER OPTIONS NNEMojetc.
FBC 5ertlon: 1507.2 1507,3 1507.4 & 1507-5 j g5p7, 7 1507.8 & 1507.5
Clay and Concrete Tile
underlayment Asphalt Mechanical . Adhesive- Metal Panels Slate or Slate- Vrlaod Shingles and
Shingles e Shingles
Attach I Set and Shingles T yp g Shakes
I.
Titanium® UDL-30 yes
Yes Yes
(1583eSheerin (Basesheetin Yes YES No
2-OYSWEM) 2-plysyzteml
Titaniurne UDL-54 ! Yes No No
Yes Yes T}taniums X30 Yes No
No No
Yes Yes No
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
TAULE IA: ALLOWA13LE TILE ADNE51VE / URIDERLgYMENT COMBINATIONS'
Underlayment Adhesive
Florida Product Approval
Dupont `Tile Bond— Roof Tile Adhesive"
FLZ25ZS
7ttanium� pSLJ-3p ICP Adhesives and Sealarts "Polyset� AH-160,"
FL6332
ICP Adhesives and 5ealants "Poiyset`s RTA-1" FL6276
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR AD14ERED UNDERLAYMENTS
Underiayment Application Substrates (designed to meet wind loads for project)
Type Primer materialts)
Deck/ sheathing (Optional) ASTNI D41 Plywood
Titanium° PSU-30 self -adhering None ASTIVI D226, Type It felt
f Base sheet ASTM D41 Titanium® UpL 30
i None Titaniume 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 1.507.1.1 or R905.1.1.
5.8.2 For use under tiie 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 Underla mentS stems in Tile Roof A lications:
The f3kWing wind uplift limitations apply to underlayment systems that are not prescnptive in the FRSA/TRI
Florida Nigh Wind Concrete and Clay Raof 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).
S-8.3.1 Direct _ _ t4_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 Inszalhrtion Manual, Sixth Edition, Appendix A, Table IA or the
critical f highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
t Aefer to Tile Manufactijrer5 or Adhesive MuOvfacturer's Florida product Approval for Overturning Moment Resistance Performance,
MEMO ETC, ;LC
Ce+# mteafAvrhorilati©nn3a45S 77'"EDITIJ Evaluation Report111980-11.08-R13
N (2i32(i} P$C 3 6fd HVHZ EVAWATWN
Titariiuma Roof Underlaytnents `t316G2`R12
Revision 13: uzj12j2tiZ1
Page 4 of 8
ONEMOJetc.
#1 Maximum Design Pressure = -45 of,
Deck: Min. 15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) AS7M D43
Underlayment: One or two plies TltaniurnO PSU-30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
ennular 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.
#2 Maximum Design Pressure = -147.5gsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority having Jurisdiction.
Primer: None
Underiayment: One ply Titanium' PSU-30, self -adhered and hack -nailed max. 6" o.c. with 12 ga. galvanized annular rink
shank nails through 32 ga., 1-5/84r,ch 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 FRSAITRi
Florida High Wind Concrete and Clay Roof Tile fristallation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residentiaf 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 1649 cir 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 ANSIJSPRI WDI, FM Loss Prevention Data Sheet 1-29, Roofing Application
Standard RAS 117 and Roaring Application Standard RAS 137, assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2,10,1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for
enhancements.
43 Maximum Design Pressure=-30_P_s_f*:
Deck; Min.15/32-inch plywood to meet project requirementsto satisfaction of Authority Having -Jurisdiction.
Base Sheet: Titanium' U13L-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
anti length sufficient td penetrate through the thickness of deck not less than 3/16-Inch with rain. 32 ga.,
1-5/8" diameterVri caps
Spacing: 6-inch o.c. at 4-inch wide side laps end 12-inch o.c. at three (3), equally spaced center tows.
Primer: ASTM €]41 primer required at all tin -caps.
Underiayment: One or two plies, Titanium' PSU 30, sett -adhered and hack -nailed rnax. 6" o.c, with 12 ga, galvanized
annular rink shank nails through 32 ga., 1-5I8-inch diameter tin caps in accordance with (}wens Corning
Roofing and Asphalt, LLC published instaliation requirements.
#4 Maximum Design Pressure _= -30 aW
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction.
Base Sheet: Titanium' LIDL--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 or UDL-34.
Underiayment: One or two plies, Titanium'l 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.
nleEstis3 E I:, LLC Evaluation Report 1Z1S80.71.08 R13
Certificate ofAa: horiaotior, N32453 7- EDt7lON (7020) FBC tdt• N-MiZ EVALUATION FL116r5Z-i?i2
Titnniumg Roof Underlayments Revision 13, 02(1Z/Z0Z1
Page 5 of &
#5 Maximum Qesi n Pressure = �: (04 rpm I etc,
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction Of Authority Having Jurisdiction,
Base Sheet: Titaniuma UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/S inch diameter
and length sufficient to Penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,
1-5/3" diameter tin caps
Spacing: 5-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 ail tin -caps,
Underlayment: One or two piles, Tltaniume PSU 3o, selfadhered and back -nailed Fa" o.c. with 12 ga. galvanized annuiar
rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing
Asphalt, LLC puhFshed instaifatiun requirements.
#6 Maximum Design Pressure = -45 psfl:
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 tha n 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-inrh wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer- ASTM D41 primer required over printed side of U]i.-30.
Underlayment: One or two plies, Titanium, P5U 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 hoofing
and Asp halt, LLC published installation requirements.
5.9 E osure I.imi6a#ions;
TABLE 3: ExPOsuRE UM)TAT€ONS
Underlayment Prepared Roof Cover installation Type YP Maximum Exposure {days}
Titanium' PSU-30 Mechanically attachsd 180
Adhesive -set the 30
Titaniurrt6 UDL-25, 7itanium� UDL-3(3,
Titanium UDL-50, Titanium'X30 Mechanically attached 180
5.10 SI_ Beinrrage i imitations: When loading roof tiles on the underiayment 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.
TABLE 4: TILE SLIPPAGE L€MITATjoms MR 0IRECT-DEcx TILE INSTALLATIONS
Underlayment Tile Profile Staging Method
Maximum Slope
Flat Max. 10-tile stack
5;12
Flat Max 5-tife stack
Lugged M6:12
ax. 3.Ei-tile stack 4,12
Lugged Max- 5-tile stack
S:12
Titanium3 PSU-30
Lugged
5:12
NEMO ETC, LLC
CertlyicoteofRutharirnp'on*-324SS > E€i?71011 (2020) FBC NON-1€VHZ EVALUAT€ot, Evaluation Report I11980.11.08.813
Titanium® Roof Underlaymants TL11602-412
RcAsion 13: 0Z/12/2021
Page 6 of a
ON
Eo I etc.
6.1 Titanium* Roaf Underlayrnents shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
below.
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
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 Titanlum� UDL-75, TitaniumO UDL-30, Titanium$ UDL-50 or Titanium® X30;
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception),
1507.1.1.1(3, Exception) or 1507,1.1,1(5} or FBC Residential R905.1.1,1(2, Exception), R905.1,1.1(3, Exception)
or R905.1,1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation
instruttiOnS. FBC requirements take precedence over the manufacturer's installation instructions,
0.3.2 Fasteners:
Minimum fasteners shall be corro5ion 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 PSLj 30:
6.4.1 Non-Til LApplications: _I
Shalt be installed in compliance with requirements for an approved self -adhering underlayment (AST€M D1970) in
FSC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.L1.1 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 11 felt, the felt shall be fastened in
accordance with FBC 1507.1.1 or R905.1.1.
6.4.2 Tile Anolications:
Shah be installed in compliance with requirements for a Self -Adhered Membrane in the FRSA/TRl Florida High
Wit7d Concrete and Clay Roof Tice Installotion Manual, Sixth Edition,
instructions. and the manufacturer's installation
Refer to Section 5.8.3 for attachment limitations,
Refer to Table 4 for file staging limitations.
6.5 Titanium' 2-Ply System:
6.5.1 The 1 itanium* 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 foliowed by Titanium, PSU-30, self -adhered.
6.5.2 Evon-Tile A al€cations:
Install Titanium' UDL-30 (top surface pruned or sheet inverted) in accordance with Section 6.3 followed by
Titanium PSU-30 in accordance with Section 6.4.
6.5.3 Tile A lications:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tiie staging limitations.
MEMO FTC, LLC
Ce1Vfrcate ofAuMcreiation #32455 7'" ED1T1ON (2v30) FSC NON-14Vti2 EVA;.LATjord Evaluation Report 111980.11.03-R13
Titanium& Roof U€ derlayments F 1160'.-R12
tiavision 13: 02/12/202i
Page 7 of 8
ONEM01 etc,
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named CIA entity for manufacturing facilities covared by F.A.C. Rule 6IG20-3 CAA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
,.
lntereek Testing Services NA Inc. — OUAMB; (312) 90&7779; rnaura.norland vp fnterreic.; om
- END OF EVALUATION REPORT -
NEMO ETC. i4C Evaluation Report 111980.11.08-R13
Certificate of Authuriatiom 132455 7"' EDITION J70201 FBC JGN-S 'JW, EVALUATION FL 11602-1R12
Titanium Roof Underlayments RevbiuR 23: 0Z(1Z/2a21
Page 8 of 8