HomeMy WebLinkAboutReif Underlayment PAr
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MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION REPORT
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R14
One Owens Corning Parkway FL11602-1113
Toledo, OH 43659 Date of Issuance: 11/03/2008
(740) 321-6345 Revision 14: 04/19/2021
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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.
DESCRIPTION: Titanium® Roof Underlayments for use in FBC non-HVHZ jurisdictions
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 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 "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.
INSPEcrioN: 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:
4-
RobertJ.M. Nieminen P.E.
,
' `r' ^ ^�_-`'- The facsimile seal
'• F'•. ;`•*• _ ; appearing was authorized by Robert
Florida Registration No. 59166, Florida DCAANE1983�.,,,,,,;,..
Nieminen, P.E. on 04/19/2021, This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Ni 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. 1 ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nleminen, 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 Ni 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
ONEMOJetc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
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 (2-020) 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 UL 1897 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), 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 7018
TAS 110
Accelerated Weathering ASTM D4798
2011
Entity
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
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
NEMO (T5T6049)
FRSA/TRI, tiie slippage
4j-0C-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
OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull -through
0CF-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
1378T0111
10/15/2020
PRI (TST5878)
ASTM 04533, D4798, D5035
1378TO112
10/15/2020
PRI (TST5878)
ASTM D4533, D4798, D5035
1378T0059
02/13/2020
PRI(TST5878)
ASTM D8257-20
1378TOO61
01/21/2021
PRI (TST5878)
ASTM D4798, TAS 103
1378TO174
04/16/2021
ITS (QUA1673)
Quality Control
Service Confirmation
12/09/2020
ITS (QUA1673)
Quality Control
Florida BCIS
Current
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate ofAothorizotion #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanium" Roof Underlayments Revision 14: 04/19/2021
Page 2 of 8
4.1
4.2
4.3
4.4
M
OMEMO f etc,
Product
Material Standard
Piant(s)
Description
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
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 lbs./square
Exception), R905.1.1.1(5)
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)
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 4.7 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 lbs./square.
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 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. 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:
TABLE 1: ROOF COVER OPTIONS
FBCSection:
1507.2
1507.3
1507.4 & 1507.5
150Z7
1507.8 & 1507.9
Clay and Concrete Tile
Underlayment
Asphalt
Metal Panels
Slate or Slate-
wood Shingles and
Mechanical
Adhesive -
Shingles
and Shingles
Type Shingles
Shakes
Attach
Set
Yes
Yes
Titanium's PSU-30
Yes
Yes
Yes
Yes
(Joint strip s, 1507,1.1.3 /
{See 5.6.1)
R905.1.1.3 )
Titanium® UDL-25
Yes
No
No
Yes
Yes
No
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium Roof Underlayments Revision 14: 04/19/2021
Page 3 of 8
ONEMOJetc.
TABLE 1: ROOF COVER OPTIONS
FBCSection;
1507.2
1507.3
150Z4 & 1507.5
1507.7
1507.8 & 1507.9
Clay and Concrete Tile
Underlayment
Asphalt
Metal Panels
Slate or Slate-
Wood Shingles and
Mechanical
Adhesive-
Shingles
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-ply system)
Titanium® UDL-50
Yes
No
No
Yes
Yes
No
Titanium" X30
Yes
No
No
Yes
Yes
No
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
Titanium' PSU-30
Dupont "Tile Bond" Roof Tile Adhesive"
FL22525
iCP Adhesives and Sealants "Polyset® AH-160"
FL6332
iCP Adhesives and Sealants "PolysetO RTA-1"
FL6276
5.7 Allowable Substrates:
5.8
3.8.1
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Underlayment
Application
Substrates (designed to meet wind loads for project)
Type
Primer
Material(s)
Titanium® PSU-30
self -adhering
Deck / sheathing
(Optional) ASTM D41
Plywood
Base sheet
None
ASTM D226, Type II felt
ASTM D41
Titanium® UDL-30
None
Titanium® UDL-30 (inverted)
Attachment Limitations:
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).
5.83.1 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.
1 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-R14
Certificate of Authorization N32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium" Roof Underlayments Revision 14: 04/19/2021
Page 4 of 8
ON EN401 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 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 = -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 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 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.
#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 }raving 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 a.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" c.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 Coming
Roofing and Asphalt, LLC published installation requirements.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization #32455 7T" EDITION (2020) Ill NON-HVHZ EVALUATION FL11602-R13
Titanium® Roof Underlayments Revision 14: 04/19/2021
Page 5 of 8
ONEMOletc.
#5 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Titanium® UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter
and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,
1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, 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 osf*:
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 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: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof Cover Installation Type
Maximum Exposure (days)
Titanium® PSU-30
Mechanically attached
180
Adhesive -set tiie
180
Titanium' UDL-25, Titanium' UDL-30,
Titanium® UDL-50, Titanium® X30
Mechanically attached
180
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.
TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DE:cK TILE INSTALLATIONS
Underlayment
Tile Profile
---Staging Method
Maximum Slope—
Titanium® PSU-30
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
Lugged
Max. 10-tile stack (5 over 5)
5:12
NEMO ETC, LLC Evaluation Report 111980.11-08-R14
Certificate ofAuthorizotion #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanium® Roof Underlayments Revision 14: 04/19/2021
Page 6 of 8
OMEMO I etc.
6.1 Titanium® Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Titanium® UDL-25, Titanium® 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
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 FOC Residential R905.1.1.1 or R905.1.1.3.
6.4 Titanium® PSU-30:
6.4.1 Non -Tile Applications:
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in
FBC 1507.1.1.1 or 1507.1.1.3 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 tile staging limitations.
6.5 TitaniumO 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® P5U-30, self -adhered.
6.5.2 Non -Tile Applications:
Install Titaniume 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.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate ofAuthorizutionlf32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-Rt3
Titanium® Roof Underlayments Revision 14: 04/19/2021
Page 7 of 8
NNEMOjetc.
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 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.norlander@intertek.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.o8-R14
Certificate ofAuthorrzation #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium® Roof Underlayments Revision 14: 04/19/2021
Page 9 of 8