HomeMy WebLinkAboutOwens Corning Titanium P.A.N EM v I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
REPORTEVALUATION
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R14
One Owens Corning Parkway FL11602-1113
Toledo, OH 43659
(740) 321-6345
Date of Issuance: 11/03/2008
Revision 14: 04/19/2021
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for
compliance with the 7t' Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: Titanium" Roof Underlayments for use in FBC non-HVH2 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 NEW ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility locations}. 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 "NE MOIetc. 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:
*Rks.�x;«<.',M
�-JI jr
Robert J.M. Nieminen, P.E.
L r ..
The facsimile seal appearing was authorized �y Ra6ert
Florida Registration Na. 59166, Florida pCA AIY@I983
3; •- :., .
�; ti ; ,4 ` " Nieminen, P.F. an 04/19/2021. This does not serve as an
electronically signed document
CERTmcA-nON 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. 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 NEW 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 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
(2020) Florida Building Code
through testing in accordance
with applicable sections the following Standards.
Compliance is subject to the
Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Propeft 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 2018
TAS 110
Accelerated Weathering ASTM D4798
2011
3. REFERENCES:
Entity
Examination Reference
Date
ERD (T5T6049)
Various, system tests 135520.06.11
06/15/2011
ERD (TST6049)
Wind Uplift 135520.08.11-1
09/12/2011
ITS (TST1509)
FRSA/TRI, partial 3126617COQ-005
10/31/2007
ITS (TST1509)
ASTM D4869, LWT 101923107COQ-007A
12/09/2014
Owens Corning
Product equivalency Declaration
06/18/2018
NEMO (TST6049)
FRSA/TRI, the slippage 4j-OC-19-5SUDL-01.A
06/14/2019
PRI (TST5878)
ASTM D1970 OCF-341-02-01
09/20/2017
PRI (T5T5878)
FRSA/TRI, partial OCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798, D1970 OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull -through OCF-422-02-02
04/03/2018
PRI (TST5878)
FRSA/TRI, partial OCF-425-02-01
08/13/2018
PRI (TST5878)
UL1897 137ST002
07/10/2019
PRI (T5T5878)
ASTM D1623, TAS 103 OCF-507-02-01
08/13/2019
PRI (TST5878)
UL1897 1378TO117
10/20/2020
PRI(T5T5878)
ASTM D4533,D4798,D5035 1378TO110
10/15/2020
PRI (TST5878)
ASTM iD4533, D4798, D5035 137ST0111
10/15/2020
PRI(TST5878)
ASTM D4533, D4798, D5035 137ST0112
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035 137ST0059
02/13/2020
PRI (TST5878)
ASTM D8257-20 137ST0061
01/21/2021
PRI (T5T5878)
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
CernficoreafRurhaNzotion #32455 7"' EDITION (2020) FBC NON-HVH2 EVALUATION FL11602-R13
Titanium' Roof Underlayments Revision 14: 04/19/2021
Page 2 of 8
f I -
4. PRODUCT OESCRiPTION:
4.1
Ewa
4.3
4.4
5W
Product
Material Standard
Plant(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
11905.1.1.1(20,
coating. Unit weight 2.5 Ibs./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 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
R905.1.1.1(2&3,
polymer coating. Unit weight 4.7 Ibs./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.
5. LIMITATIONS:
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
FSC Secthm.
1507.2
1507.3
15044 & 1507.S
I507.7
1507.8 & 1507.9
Clay
Clay and Concrete Tile
Underlaymen#
Asphalt
Metal Panels
Slate ar5iate-
Wood Shingles and
Adhesive-
Shingles
and Shingles
Type Shingles
Shakes
Attach
Set
Yes
Yes
Titanium® PSU-30
Yes
Yes
Yes
Yes
{joint strips, 1507.1.1.31
{See 5.6.1}
R905.1.1.3}
TitaniumOl UDL-25
Yes
No
No
Yes
Yes
No
NEIVIO ETC, LLC Evaluation Report 111980.11.08•R14
Certificate of Authariration #3245S 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanium® Roof Underlayments Revision 14s 04J39f2021
Page 3 of 8
ONEMOjetc.
TABLE 1: ROOF COVER OPTIONS
PaCsertionr
1507.2
1507.3
2507.4 & 2507.5
1507.7
1507.8 & 2507.9
Clay and Concrete Tile
Underlayment
Y
Asphalt
Metal Panels
Slate or Slate-
Wood Shingles and
Mechanical
Adhesive -
Shingles
and Shingles
Type Shing[es
Shakes
Attach
Set
Yes
Yes
Titanium® UDL-30
Yes
(Base Sheet in
(Base sheet in
Yes
Yes
No
2-ph+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 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATiONst
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 "Polyset® RTA-1"
FL6276
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Underlayment
Application
Substrates (designed to meet wind loads for project)
Type
Primer
Material(s)
Titanium® P5U-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)
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 11905.1.1.
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 Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FR5AITRI
Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Sixty: 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.
' 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
Certiftleate of Authorization #32433 7` EDITION (2020) FBC NON-HVHI EVALUATION FL11602-R13
Titanium* Roof Underlayments Revision 14.04/19/2021
Page 4 of 8
ONEMO I etc.
#1 Maximum Design Pressure = -45 nsf:
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.
42 Maximum Design Pressure = -142.5 psi:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurlsdiction.
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 FR5A/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 nsf*:
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 Design Pressure = -30 psf":
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Titanium® UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter
and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,
1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium® PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga, galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt, LlC published installation requirements.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
CertificateafRuthoriratlon #32455 7T°' EDITION (2020) FBC 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 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/B" 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 the
180
Titanium® UDL-25, Titanium® UDL-30,
Titanium® UDL-50, Titanium° x30
Mechanicallyattached
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 -DECK 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 (S over 51
5:12
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certfficate Of Authorization#32455 7- EDITION (2020) FBC NON-HVH2 EVALUATION FL11607-R13
Than ium0 Roof Underlayments Revision 14. 04/19/2021
Page 6 of 8
A&I
WNEMOJetc.
III GINIIIIIIIIIIIIII ILI Us FATE FAIN I Is 10
6.1 Titanium® Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements subject to the Limitations setforth 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, TitaniumO UDL-50 or Titaniumo 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 FBC Residential R905.1.1.1 or R905.1.1.3.
6.4 Titanium® P5U-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 High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation
instructions,
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
6.5 Titani'um0 2-Ply System:
6.5.1 The TitaniumO 2-Ply System consists of a base layer of Titanium® UDL-30 (top -surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium® PSU-30, self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium® UDL-30 (tap surface primed or sheet inverted) in accordance with Section 6.3 followed by
Titanium® PSU-30 in accordance with Section GA.
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
CertljiroreafRurhorizorlon #32455 7` EDITION (20201 FBC NON-HVHI EVALUATION FL11602-R13
Titanium® Roof Underiayments Revision 14: 04/19/2021
Page 7 of 8
ONEMOjetc.
7. BUILDING PERMIT REQUIREMENTS-.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product,
8. MANUFACTURING PLANTS:
Contact the named Q4 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.
QUALITY
Intertek Testing Services NA Inc. — QUA1673; (312) 906-7779; mauramorlander0intertek.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC
CertifirateofAutharization #32455 7` EDITION {2020} FBC NON-HVHI EVALUATION
Titoniume Roof Underlayments
Evaluation Report 111980.11.08-R14
FL11602-R13
Revision 14: 04/19/2021
Page 8 of 8