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Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION•••
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11,08-R12
One Owens Corning Parkway FL11602-R11
Toledo, OH 43659 Date of Issuance:11/03/2008
(740) 321-634S Revision 12:12/16/2020
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 7th Edition (2020) Florida Building Code sections noted herein.
DESCRIPnON: Titanium' Roof Underlayments . r �
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).- NEW ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO Ietc. 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 y:
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Robert J.M. Nieminen P.E.
The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida OCA ANE1983
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Nieminen, P.E. aq This does not serve as an
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electronically signed document.
d 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. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither 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
ONEMO I etc.
ROOFING COMPONENT EVALUATION:
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement: TitaniumTM 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
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 «<GG«GG
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 (TST6049)
Various, system tests 135520.06.11
06/15/2011
ERD (TST6049)
Wind Uplift 135520.08.11-1
08/12/2011
ERD (TST6049)
FRSA/TRI, tile slippage 4j-OC-19-SSUDL-01.A
06/14/2019
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
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 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 137ST0117
10/20/2020
PRI (TST5878)
ASTM D4533, D4798, D5035 1378TO110
10/15/2020
PRI (TST5878)
ASTM D4533, D4798, DS035 1378TO111
10/15/2020
PRI (TST5878)
ASTM D4533, D4798, DS035 1378TO112
10/15/2020
ITS (QUA1673)
Quality Control Service Confirmation
12/09/2020
ITS (QUA1673)
Quality Control Florida BCIS
Current
4.1
XXXXXXX
PRODUCT DESCRIPTION:
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
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R31
Titanium Roof Underlayments Revision 12:12/16/2020
Page 2 of 8
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2
3
4
5
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18'
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21
22
23
24
25
RAYMOND VILLANOVA
EXAMINATION UNDER OATH
December 04, 2014
79
by my wife.
Q Do you ever -- within a day or two after this
loss, do you recall having an argument or disagreement or
however you want to qualify it, with your wife about what
was going to be said as it related to the truth or lying as
it relates Ito this fire?
A No, I don't recall having any arguments with her.
We had discussions. That's about it.
Q Did you have a discussion with her about -- over
dinner or something like that -- what was going to be said
related to this fire?
A We've had a lot of talks about this situation.
Q I'm not talking general conversation. I'm
talking about one topic. Is everyone going to tell the
truth or is people going to lie --
A There is only one story. We're going to tell the
truth.
Q When did that conversation ever occur?
A. We've talked numerous times about telling the
truth.
Q Did your wife ever pose the question to you, Do
you want me to tell the truth or lie?
A No. Not that I remember.
Q Did you ever discuss finding yourself in a
financial windfall as a result of this fire?
(DESQUIRE
S O L U T I O N S
800.211.DEPO (3376)
EsquireSolufions. com
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4.2
4.4
MEMO l etc.
Product
Material Standard
Plant(s)
Description
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)
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 TitaniumTM 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
FRCSectlon:
1507.2
1507.3
2507.4 & 1507.5
1507.7
1507.8 & 1507.9
Clay and Concrete Tile
Asphalt
Metal Panels
Slate or Slate-
Wood Shingles and
Mechanical
Adhesive-
Underlayment.
Shingles
and Shingles
Type Shingles
Shakes
Attach
Set
Yes
Yes
TitaniumPSU-30
Yes
Yes
Yes
Yes
Gointstrips, 1507.1.1.3/
(See 5.6.1)
R905.1.1.3)
Titanium UDL-25
Yes
No
No
Yes
Yes
No
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
I No
No
Yes
Yes
No
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization N32455 7" EDITION (2020) FBC NON-HVHZ EVALUATION. FL11602-R11
Titanium Roof Underleyments Revision 12:12/16/2020
Page 3 of 8
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ONEMIDIetc.
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
TABLE I 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 "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 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)
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 1S07.1.1 or R90S.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).
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure = -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.
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-R12
Certificate of Authorization N32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12:12/16/2020
Page 4 of 8
0NEM01'etc.
#2 Maximum Design Pressure = -142.5 psf: 1
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" D.C. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
5.8.3.2 Mechanically -Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with 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 WDi, 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 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 D.C. at 4-inch wide side laps and 12-inch D.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" D.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 D.C. at 4-inch wide side laps and 12-inch D.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-a0, 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.
NEW ETC, LLC
Certificate of Authorization #32455
7" EDITION 12020) FBC NONIHVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-R32
FL11602-R1i
Revision 12:12/16/2020
Page 5 of 9
5.9
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. 32ga., 1-5/8" Aa meter 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.,1-5/8" 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.
Exposure Limitations: -
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof'Cover Installation Type
Maximum Exposure (days)
Titanium PSU-30
Mechanically attached
180
Adhesive -set tile
30
Titanium UDL-25, Titanium UDL-30,
Titanium UDL-50
Mechanically attached
180
NEMO ETC, LLC
Certificate of Authorization #32455
I;
7- EDITION (2020) FBC NONE HVHZ EVALUATION
Titanium Roof Uniiel Payments
.I
Evaluation Report 111980.11.08-R12
FL11602-R31
Revision 12:12/16/2020
Page 6 of 8
• t I1" r i 1, •� ! :.
. folNEMO'J'etc.
5.10 Tile Slippa'W Limitations: When 'loading roof tiles, on the underlayment in direct -deck, tile assemblies,:the
maximum roof"slowshall be as follows. These slope limitations can only be exceeded by using battens during
loadine of the roof tiles.
TABLE 4C'TILESLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlaiment
Tile Profile
Staging Method
Maximum Slope,
Titanium PSU-30,
Flat
Max.10-tile stack
512'
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 51
5:12
f
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published in�st Ilation 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 foh protruding nail, heads. Sweep the substrate thoroughly to
remove any dust'and debris prior to application, and ;p'rime the substrate (if applicable).,
6'.3 `Titanium"", UDL-25, Titanium UDL-30 or Titanium UDL-SO:
6.3.1 Shall be installed in' compliance•with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception),
1507.1.1.1f 3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1A(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
1507.1.1.3ior FBC Residential R905.1.1.1 or 11905.1.1.3.
6:4 Tltanlum'".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.:! �X.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. 11905.1.1.
NEMO ETC, LLC Evaluation Report 111980.11:08-R12
Cert!/&ate of Authorization #32 5 '. 7- EDITION (20I0) FBC NON-HVHZ EVALUATION FL11602=R11
it Titanium Roof Underlayments Revision 12:12/16/1920
Page 7 of 8
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0.,NEMOjet.c.
6.4.2 Tile Applications: ,,
Shall be installed in compliance with requirements for a Self-AdherediMembrane 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 for tile staging limitations.
6.5 Titanium 2'410ystem:
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or sheet invdrted)
mechanically attached to the wood roof deck followed by Titanium PS -30, self -adhered.
6.5.2 Non -Tile Applications: '
Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed:by
Titanium PSIl-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 file staging limitations.
As required �y the •Building Official or Authority Having Jurisdiction to
product.
rly evaluate the installation of this
QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer
for products and production locations having met'codified material standards.
Intertek Testing Services NA Inc.
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NEW ETC, LLC
Certificate of Authorization #32455
- END OF EVALUATION REPORT
I
I
7- EDITION (2020) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
1;
Evaluation Report 111980.11.08-R12
FL11602-R11
Revision 12:12/16/2020
Page;81of 8
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