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F ridgy ��:
5 j USER: Pvh;wUnrpual FILE COPY
4 USER: REVIEWED FOR
pLoie.prpraval Meng > �ro�,� or nnrra nnl•,hrr> i a i Application Detail COMPLI
ANCE
t r I FL FL11502-R13
# ST■ LUCIE COUNTY SOCC
Application -type Revision
Code Version- 2020
Application Status Approved
270
Comments
Archived
Product Manufacturer Owens Coming Roofing and Asphalt, LLC
Address/Phone/Email One Owens Coming Parkway
Toledo, OH 43645
(740) 321-6345
Greg.Keeler@owenscorning.com
Authorized Signatme Keeler Greg
Greg-Keeler@owenscoming.com
Technical Representative Greg Keeler
Address/Phone/Email 2790 Columbus Road
Granville, OH 43023
(740)321-6345
greg.keeler@owenscorning.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity IntertekTesting Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/3112023
Validated By John W. Knezevich, PE
a Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL11602 R13 COI inii n-t t-g NIEMINMpc ff
Standard
Year
ASTM D1970
2015
ASTM D4533 (tear strength)
2015
ASTM D4798 (weathering)
2011
ASTM D4869 (liquid transmission)
2016
ASTM D5035 (tensile)
2011
FRSA/TRI, Sixth Edition
2018
UL1897
2015
MEMO I etc.
Certificate of Authorization 02455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R14
One Owens Corning Parkway FL11602-R13
Toledo, OH 43659 Date of Issuance: 11/03/2008
(740) 321-6345 Revision 14: 04/19/2021
SCOPE:
This Evaluation Reportis 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 711 Edition (2020) Florida Building Code sections noted herein.
............ ___._____
LABEUNe: 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 NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). MEMO 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 "NEMOletc. Evaluated" may be
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its
entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
^
4 :,.:r�C
�T
?;9Fst
,cw The facsimile seal appearing was authorized by Robert
"'
Florida Registration No. 59166, Florida DCA ANE1983
?r „, ,f Nleminen, P.E. on 04/19/2021. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO 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 any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither 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
ONEMOletc.
ROOFING COMPONENT EVALUATIOM
Product Category:.Roofing __-
Sub -Category: UnderlaVment
Compliance Statement: TitanlumO Roof Underlayments, as produced by Owens Corning Roofing and Asphalt,
LLC, have demonstrated compliance with the fallowing sections of the 7th 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.
ectlon..
__ .
P.-ronerty,. x
_. _...
Standard
Year.
1504.3.1
Wind resistance
UL 1897
2015
1507.1.1,1507.2.4, 1507.2.9.2 J 11905.1.1, Material standard ASTM D1970
2015
R905.2.8.2
1507.1.1.1(2&3, ExceptionL 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), R905.1.1.1(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
p
,..:_
Entif
Cxaminatlon:
Reference
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
10/31/2007
ITS (TST1509)
ASTM D4869, LWT
101823107COQ-007A
12/09/2014
Owens Corning
Product equivalency
Declaration
06/18/2018
MEMO (TST6049)
FRSA/TRI, tile slippage
41-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-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798,D1970
06-341-02-01
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 D4533,D4798,D5035
1378TO110
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035
137ST0111
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035
1378TO112
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035
1378TOO59
02/13/2020
PRI(TSTS878)
ASTM D8257-20
1379T0061
01/21/2021
PRI (TST5878)
ASTM 04798, TAS 103
1378TO174
04/16/2021
ITS (QUA1673)
Quality Control
Service Confirmation
12/09/2020
ITS (QUA3673)
Quality Control
Florida BCIS
Current
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate oJAuthadratian #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanium® Roof Underlayments Revision 14: 04/19/2021
Page 2 of 8
4.1
5wi
4.3
4.4
4.5
5.1
5.2
5.3
5.4
5.5
5.6
lz_.t i' a
product
T
Materlaf Stondartl;
pfant(s)
` `Description '
Titanium" PSU 30
ASiM D1970and
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
irlith a release film.. Unit weight 24 Ibs/square,
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
R905.1.,1.1(2&3,
coating. Unit weight 2.5 Ibs./square
Exception), R905.1.1.1(5)
Titanium m UDL-30
1507.1A.1(20,
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 Ibs./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), 1507.1.1.1(5) /
a woven core coated on both sides with a
11905.1.1.1(20,
polymer coating. Unit weight 4.7 lbs./square
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) /
a non -woven 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 D8257
weight 5.0 Ibs./square.
This is a building code eveluation. Neither NEM0 ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any,pIroject'.on which this Evaluation; ileport, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
This Evaluation Report N not for use in FBC High Velocity Hurricane Zane jurisdictions (i.e., Broward and Miami -
Dade Counties).
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.
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 foam plastic insulation.
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.
Allowable Roof Covers:
TABLE I ROOF COVER
OPTIONS
FSCSett1on•
M _ 1507.2 15073 2507.4a1507.51
15077
T507,8&1507.9
Clay and Concrete Tile
Underla meat
Y
Asphalt
- —
Mechanical Adhesive
Metal Panels
Slate or Slate-
Wood Shingles and
Sh[ngles
Attach Set
and Shingles
g
Type Shingles
Shakes
Titanium° PSU-30
Yes
Yes
•
Yes
(See 5.6.1)
�
Yes
Yes
Yes
uotnt strips,1507.1.1.3 /
R905.1,1.3)
TitaniumO UDL-25 —
Yes
No
No
Yes
Yes
No
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate oJAuthorizotlon #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium" Roof Underlayments Revision 14: 04/19/2021
Page 3 of 8
nt4
'" NEMO j etc.
Fttcser ton , 15@7 % - 1509.3 15a7.4 81507 5 ' +;; 1507,7, 1507.8 & 2507,8_
Clay and Concreto Tile:
Wide rla meat Asphalt Metal Panels Slate or Slate '.Wood Shingles and
Y Shingles Mechanical Adhesive- and Shingles -, `Type Shingles, Shakes
Attach Set
Yes Yes
Titanium* UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No
2-ply system) 2-plysystem)
7 Titan DL-50 Yes No No Yes Yes No
Titanium" X30 Yes No P40 Yes Yes No
5.6.1 Adhesive -set is lirnitr_d to use of f6linurina unrlarinwmant
n• et aymen Ad esive Florida Product Approval
Dupont "Tile Bond~, Roof Tile Adhesive" FL22525
Titanium" PSU-30 ICP Adhesives and Sealants "Polyset" AH460" FL6332
ICP Adhesives and Sealants "Polyset® RTA-1" FL6276
5.7 Allowable Substrates:
Sulstrates (designed to meet wind Ioads for project)
Underlayment Application
Type Primer T Materialls)
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 manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not
less than FBC 1507.1.1 or R9.05.1.1.
5.8.2 For use under the 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 Llnderlayment SVgems in Tile Roof Applications:
The following wind uplift limitations apply to, underlayment systems that are not prescriptive in the FRSA/TRI
Florida Nigh 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 Nigh 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.
I Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certtficote of Authorization #32455 77" EDITION '(2020) FBC NON-NVNZ.EVALUATION FL11602-R13
Titanium" Roof Underlayments Revision 14: 04/19/2021
Page 4 of 8
::4..
1 'K,
L1.
N U
NEMO etc.
#1 Maximum Design Pressure = -45 psf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) ASTM D41 .
Underlayment: One or two plies Titanium" PSU-30, self -adhered and back -nailed max. 6" o.c, with 12 ga. galvanized
annular rink stank,rialls 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. Pres_suse = -242.5 Dsf:
7-7
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 Nigh 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 FBC 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/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application
Standard RAS 117 and Roofing Appiication 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,
#3 Maximum Design Pressure = -30 psf*:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Titanium* UDL-30 (inverted)
Fasteners:
12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter
and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,
1-5/8" diameter tin caps
Spacing:
6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
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 Corning
Roofing and Asphalt, LLC published installation requirements,
#4 Maximum Desjg 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-R14
Cenricate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium" Roof Underlayments Revision 14: 04/19/2021
Page 5 of a
iVEnno l etc.
#5 Maximum Design Pressure = -45 psf*: (N
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-in6,VJide` side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: AST11 D41 prim& required at all tin -caps.
Underlay-ment: One or two plies, T taniumO PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga, galvanized annular
rink shank,na `s through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing
and Aspha;:, i:LC published installation requirements.
#6 Maximum Des± n Pressure
Deck: Mln..15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: T itaniumm UDL-30 (printed side up)
Fasteners: 12 ga. annular rieig shank nails having not lessthan 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 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:
TABLE 3-EXPOSt1RE LIMITATIONS
_ .
Underlaymen't ' , ~ Prepared'Rgof Cover Installation Type Maximum Exposure (days)
Titanium PSU-30
Mechanically attached 180
- -.
_ Adhesive -set tile 180
Titanium UDL-25, TitaniurrO UDI--30' mmMechanically attached 180
Titanium UDI-50, Titanium X30
5.10 Tile Slip a-e Lir1L1 tlo�r s. When loading roof tiles on the Underlayment in direct -deck tile assemblies, the
maximum roof slope sh?etl by as-follolrrs. These slope Hnnitations can only be exceeded by using battens during
loading of the roof tiles.
Aat[`4 TILE SLIPPAGE LIMITATIONS POR DIRECT -DECK TILE INSTALLATIONS
PUnderlayment 'tile Profile Staging Method Maximum slope
Flat Max. 10-tile stack 5:12
Flat Max 5-tile stack 6:12
Lugged Max.10-tile stack 4:12
Lugged Max. 5-tile stack _ 5:12
Max. 10-tile stack jS over 51
Titanium" PSU-30
Lugged 5:12
NEW ETC, LLC Evaluation Report 111980.11.08-R14
Cerd icateofAuthorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R33
Titanium" Roof Underlayments Revision 14: 04/19/2021
Page 6 of 8
=t.. 0-NEM01 etc.
6.1 Titanium" Roof Unde'rlaympnti sha;'. b jr?stailed 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'ioose 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 Titanium�JDL 25, Titanlun® UDL 30, Titan�prinm Upi SQArTltanium� X3
f
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 15071.1.1(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. FBG requirements'take precedence over the manufacturer's installation instructions.
6.3.2 Fasteners:
Minimum fasteners shail.,be corrosion resistant, ring -shank cap nails shall be as set forth in FBC 1507.1.1.1 or
1S07.1.1.3 or FBC Residential 11905.1.1.1 or R905.1.1.3.
6.4 Titani0m PSU 30 ' 4 a
6.4.1 Non -Tile Applications:
Shall be installed in corrip'liance 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.
6.4.2 Tile Applications:
Shall be installed in compliance with requirements for a Self -Adhered Membrane in the FRSA/TRI Florida Nigh
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 the staging limitations.
6.5 Titanwm�- Ply System
,.._ 7
6.5.1 The Titanium 2-Ply System consists of a base layer of TitaniumO UDL-30 (t
op -surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titaniumo PSU-30, self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium" UDL-30 (tep• surface primed or sheet inverted) in accordance with Section 6.3 followed by
TItanium6 PSU-30 in accordance with Section 6.4.
6.5.3 Tile ADDIications:
Refer to Secticn 5.9.3 for attachment limitations.
Refer to Table for tile staging limitations.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
certificate oJAuthodratlon #32455 , 7TH EDITION (2020) F6C NON-HVHZ EVALUATION FL11602-1173
Titanlum® Roof Underlayments Revision 14: 04/19/2021
Page 7 of 9
As required by the Building Qfficial or Authority Having
product.
Contact the earned. QA'e s'''y far manufacturing facilities covered by F.A:C. Rule 61620-3 QA requirements. Refer
to. Section 4 Fherein forvroducts and production locations having met codified. material standards.
Intertel(Testing5ervices NA.Inc. --QUA1673; (312) 906-7779; maura.norlanderCaintertek.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate ofAutharization1132455 7T1 EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanium" Roof Underlayments Revision 14: 04/19/2021
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