HomeMy WebLinkAboutOwens Corning Titanium Underlayment 20202/23/2021 Florida Building Code Online
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Product Approval
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-
FL #
FL11602-R11
a
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Owens Corning Roofing and Asphalt, LLC
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43645
(740)321-6345
Greg.Keeler@owenscorning.com
Authorized Signature Keeler Greg
Greg.Keeler@owenscorning.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 Underlayments
Digitally
G e ra I signed by
Gerald M.
p V � • Kagan
Date:
2022.02.09
Kagan 1 7:03:20
-05'00'
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 Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL11602 R11 COI 2020 01 COI NIEMINEN pd
Referenced Standard and Year (of Standard) 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
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5Kp/o2f FrZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQQ*/o3d%3d
112
2/23/2021
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Surnmary of Products
Method 1 Option D
12/16/2020
12/17/2020
12/26/2020
02/09/2021
02/12/2021
FL # Model, Number or Name
Description
11602.1 Titanium Roof Underlayments
Synthetic sheet -type roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602-
Approved for use outside HVHZ: Yes
Rll pdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
? Design Pressure: +N/A/-142.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of a specific underiayment system beneath tile roof systems.
FL11602 Rll AE 2020 12 16 FINAL ER TITANIUM FL11602-
Ril pdf
Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections
� 5 and 6 for other Limits of Use.
I Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: $50-487-1824
The State of Florida is an AA/EEO employer. Cg right 2007-2013 State of Florida.:: Privacy 51ggmtnt :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F S., please click here .
Product Approval Accepts:
M ] RA-M EhecA M
"
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCe5KMr%2fsMfwgra38uK418vXGoCQQ%3d%3d 2/2
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 71h Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: Titanium'"" Roof Underlayments
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). 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 "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.
, _`� g' The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983
J :�',;;i+ °4 `` Nieminen, P.E. This does not serve as an
gn d document.
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. 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.
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.
c@2018 NEMO ETC, LLC
ROOFING COMPONENT EVALUATION:
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 A5TM 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
Examination Reference
Date
Entity
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 1378TO117
10/20/2020
PRI (TST5878)
ASTM D4533,D4798,D5035 1378TO110
10/15/2020
PRI (TST5878)
ASTM D4533, D4798, D5035 1378TO111
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035 1378TO112
10/15/2020
ITS (QUA1673)
Quality Control Service Confirmation
12/09/2020
ITS (QUA1673)
Quality Control Florida BCIS
Current
•as B t
Product
Material Standard
Plant(s)
Description
4.1
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-R32
Certificate of Authorization #32455
fH EDITION (2020) FBC NON-HVHZ EVALUATION
FL11602-Rll
Titanium Roof Underlayments
Revision 12: 12/16/2020
Page 2 of 8
4.2
4.3
4.4
� 1�4
Y9 `
NEM
I 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)
TABLE 1'. Fi00F COVE R C3PT#ONS
°
FOCSection:
1507..2
ZSOZ3
15OZ4 & 1507.5
1507.7
1507.8 & 1507.9
Clay and Concrete Tile
Asphalt
Metal Panels
Slate or Slate-
Wood Shingles and
Mechanical
Adhesive-
Underlayment
Sfiingtes
and Shingles
Type Shingles
Shakes
Attach
Set'
Yes
Titanium PSU-30
Yes
Yes
Yes
Yes
Yes
Uointstrips, 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
No
No
Yes
Yes
No
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Underiayments Revision 12:12/16/2020
Page 3 of 8
.yam
NEMO I eti
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
Dupont "Tile Bond'" Roof Tile Adhesive" FL22525
Titanium PSU-30 ICP Adhesives and Sealants "Polyset" AH-160" FL6332
ICP Adhesives and Sealants "Polyset® RTA-1" FL6276
5.7 Allowable Substrates:
Underlayment Application
Type Primer Material(s)
Deck / sheathing (Optional) ASTM D41 Plywood
None ASTM D226, Type It felt
Titanium PSU-30 self -adhering
Base sheet ASTM 041 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 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 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 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.
MEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 4 of 8
ONEMOletc.
#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" 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 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 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 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 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.
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 5 of 8
5.9
#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 D.C. at 4-inch wide side laps and 8-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 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.
#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" 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.
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 Evaluation Report I11980.11.08-R12
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHz EVALUATION FL11602-Rll
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 6 of 8
� rNEMO I eti
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.
•
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 or Titanium UDL-50
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 Titanlum""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.
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 7 of 8
ONEMOjetc.
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 Titaniurrt 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 PSU-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 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.
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underiayments Revision 12: 12/16/2020
Page 8 of 8