HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSFlorida Building Code Online 11/30/21, 8:04 PM
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Product Apg_roval Menu > Proc u cr Application Search > Application List > Application Detail
ei. `y FL # FL11602-R13
M - Application Type Revision
Code Version 2020
Application Status I ,� Approved "
Comments
Archived
O
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 1
Address/Phone/Email
2790 Columbus Road
Granvilld'OH4'3023
,(740) 321-6345:,: ..
{ " ,
greg.keeler@c!vy6nscorning.com.
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Subcategory -
Underlayments
Compliance Method
"Evaluation Report from a, Florida. Registered Architect or a Licensed Florida
— - . -
Professional Engineer-
1], Evaluation Report - HardcopyReceived
Florida Engineer or Architect Name who "developed
Robert Nieminen
the 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
FU1602 R13 COI 2021_Q], COI NIEMINEN.p-df
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D1970
2015
ASTM D4533 (tear strength)
2015
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Page 1 of 2
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
r
ASTM D4798 (weathering)
ASTM D4869 (liquid transmission)
ASTM D5035 (tensile)
FRSA/TRI, Sixth Edition
UL 1897
Method 1 Option D
04/19/2021
04/19/2021
04/26/2021
06/08/2021
11/30/21,.8:04 PM
2011
2016
2011
2018
2015
FL #
Model, Number or Name
Description
11602.1
Titanium Roof Underlayments for
Synthetic sheet -type roof underlayments
use in FBC non-HVHZ jurisdictions
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R13 11 2021J 1 FINALS TITANIUM FL11602-
Mud
Approved for use outside HVHZ: Yes
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
Evaluation Reports
use of a specific underlayment system beneath.tile roof
FL11602_R13 AE 2021 04 19 FINAL ER TITANIUM_FL11602-
R13.P—df
systems. Refer to ER Section 5.8.3 for. details. 2:) Refer to
ER Sections 5 and 6 for other Limits of Use.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32392 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: 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 emails 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:
... Credit Cartl .. 1
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NEMOUetc.
353 Christian Street, Unit #13
ENGINEER
EVALUATE TEST. CONSULT
OnvemaCornUng Roofing And Asphalt, LLC -'_' '� �Evaluation Rep�U114
vw One OensCorn�gPorkvw�/ ^ ^ ' ` ` ` ` '�'^ FL11602-RI3
Toledo, OH436S9 ' � Date ofIssuance: 11/03/2008
(740) 321'6345��� � � ' Revision 14:04/19/2021
`^
ScoPs `
.
This Evaluation' Report is issued under Rule 61G20'3 and the applicable rules and regulations the use of
construction materials in the State of. Florida. The documentation submitted has been reviewed b Robert Nieminen,
P.Efor use ofthe product under the Florida Building Code. The products described herein have been evaluated for
compliance with the J*^Edition (2020) Florida Building Code sections noted herein.
| DESCRIPTION:
LAasumm: Labeling shall be inaccon1ance with the' ' ents of the Accredited Quality Assurance Agency noted
herein and FBCi507.1'1. ' - -
' CONTINUED COMPLIANCE: This Evaluation R- - isvalid ' until such timeostna named � '
Qua|dv Asuuran6s or. production fod|by locaiiop(s). changes, or Code. ' 'dons that re�te t� the p,od | change.
Acceptance of our Evaluation Reports by the named client
constitutes agreement to notify NEK8O ETC. LLC of any
changes to the product(s), the Quality Assurance or the production fod|ky1ocotion(s). NEyWO ETC, LLC requires a
complete review ofits Evaluation Report ' relative` d dCode'
'derequirementsv�heachrode ` 1'p
_-
Florida Product -val Number (F��p� ,the.vmrds "NEKO|etc. Evaluated"
may be
displayed in advertising literature. If any'oEva
ton oe �airt is displayed, thdn'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 insp6ction.-at the job site;at the�request of the Building Off icial.. '
This Evaluation RepoctConsists ofpages 1 8.
Prepared by: �
Florida Registration No. ss1a4Florida oCAAKE1gu3`
. nmfaoIm I le sea I a p p ea ring w6 s
. _--,P-on _-,-,-_;'�'_'_not -~--~.
-----~--_ document
CEFrriFICATION OF INDEPENDENCE:
-
1. NEMo ETC, LLC does not have, nor does it intend to acquire or will itacqu' 'aOn"ncial interest in any co . pany ma"ufaoturingor
distributing products uevaluates.
2. momoETc LLC bnot owned, operated orcontrolled byany company manufacturing o,distributing products it evaluates.
3. Robert mieminan, 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 building code evaluation. Neither ms[mo ETC, LLC nor Robert mieminen, P.E. are, in anyway, the Designer ufRecord 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.
@2018 NEMO ETC, LLC
(NNEMOjetc.
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 section's of the 7t' 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.
Sec#ion :°. _._.
Pro e' . ...:: ; ' ',
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
1507.1.1A(2&3, Exception), 1507.1.1.1(5) 1
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
Exahiination ;:
Reference
Date ''
_..
ERD (TST6049)
Various; system tests = >•
135520.06.11
06/15/2011
ERD (TST6049) .:
Wind Uplift: .4
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 (TST6049)
FRSA/TRI, tile slippage
4j-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
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 1)4533,D4798,D5035
137ST0111
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035
1378TO112
10/15/2020
PRI (TST5878)
ASTM D4533,D4798,D5035
1378T0059'
02/13/2020
PRI(TST5878)
ASTM D8257-20
1378T0061
01/21/2021
PRI (TST5878)
ASTM D4798, TAS 103
1378T0174
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
CertficateofAuthorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanlum® Roof Underlayments Revision 14: 04/19/2021
Page 2 of 8
4.1 '
4.2
4.3
4.4
4.5
*,.NEMO l etc.
so o
Product
Material„Standard
Plaint(i)
Description„
Titanium® PSU-30
ASTM D1970 and
Dubai; UAE
unreihforced 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
11905.1:1.1(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 Onderlayment 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.
5.1 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 inai y `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
'FBC Section. ,
" : ' 1507 2 ; ,t
�. ` " ;1507:3
1507.4 & L507 5 `
1507:7
-
Clay and Concrete The
'
Underlayment
Asphalt . ;
Shingles
IVletal Panels
and Shingles
Slate orSlate
Wood Shingles and', "
Mech'anlcal
; Adhesive
r ,-Attach`s
,,
Type Shingles
Shakes
Titanium® PSU-30
Yes
Yes
Yes
Yes
Yes
Yes
Qoint strips, 1507.1.1.3 /
(See 5.6.1)
R905.1.1.3)
Titanium® UDL-25
Yes
No
No
Yes
Yes
No "
MEMO ETC; LLC Evaluation Report 111980.11.08-R14
Certificate of Authorcation #32455 7-1 EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanlum® Roof Underlayrnents Revision 14: 04/19/2021
Page 3 of 8
F
NNIEM01 etc.
TABLE 1: ROOF COVER OPTIONS
FBC Section: ,
150Z2
ISOZ3
1507.4 & 1507.5
"' 1507.7
1507.8 &,1507.19
Underlayment
Asphalt, "
Shingles
'Clay and Concrete Tile
Metal Panels
and,Shingles
slate or Slate-
Type Shingles,.
Wood Shingles and'
Mechanical
-Attach'
Adhesive -
Set
Titanium® UDL-30 ,
Yes
Yes
(Base Sheet In
2-plysystem)
Yes
(Base Sheet In
2-plysystem)
Yes
Yes
No
Titanium® UDL-50 "
Yes
I No
I 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 BondTM' 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'
Materiaki;) ,,,
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 1501.1.1 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 Ile 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.
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
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Tltanlum® Roof Underlayments Revision 14: 04/19/2021
Page 4 of 8
(NNEMOletc.
#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 Titaniurn®'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 orexceed that required under FRSA/TRI
Florida High Wind "Conerete and'Clay fioof;Tle 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, pressu re. for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBG1609 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:....., .
j ..
3
NEMO ETC, LLC . Evaluation Report I11980.11.08-R14
Certificate ofAuthorkotion #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanlum® Roof Underlayments Revision 14: 04/19/2021
Page 5 of 8
NNEMOJetc.
#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.,
1-5/8" 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, Titanlum® 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
„ Underiayment
Prepared.Roof,Cover Installation Type
Maximum Exposure (days) • - ,,
Titanium® PSU-30
Mechanically attached
180
Adhesive -set -tile
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 -DECK TILE INSTALLATIONS
U6d16rI yMent ;; .
=Tile Profile
Staging Method
IVla�iimum 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
MEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate ofAuthorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13
Titanlum® Roof Underlayments Revision 14: 04/29/2021
Page 6 of 8
NNEMOJetc.
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'priorto application, and prirn6 the substrate (if Iapplicable).
6.3 . Titanium® UDL-25, Titanium® UDL-30, Titanium® UDL-50 or Titanium® X30:
6.3.1 . Shall be installed incompliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception),
1507.1.1.1(3, Exception) -or 1507.1.14(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® 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 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 Titanium® 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 TitaniumO 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 the staging limitations.
NEMO ETC, LLC Evaluation Report 111980.11.08-R14
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1313
Titanlum® Roof Underlayments Revision 14: 04/19/2021
Page 7 of 8
NINIEM01 etc.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer
to Section 4 herein for.pi-oducts 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 111980.11.08-R14
Certificate of Authorisation #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1113
Titanium® Roof Underlayments Revision 14: 04/19/2021
Page 8 of 8