HomeMy WebLinkAboutProduct Approval - Underlayment2/18/2020
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Owens Corning Roofing and Asphalt, LLC
One Owens Coming Parkway
Toledo, OH 43645
(740) 321-6345
Greg.Keeler@owenscoming.com
!�
( Florida
Product Approval
USER: Public User
Florida License
PE -59166
Product ApgowL1 Menu > Product or Aopiication Search > gppl'catlon C
FL #
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
FL11602-R10
Revision
2017
Approved
Keeler Greg
Greg. Keeler@owenscoming.com
Greg Keeler
2790 Columbus Road
Granville, OH 43023
(740) 321-6345
greg.keeler@owensmming.com
Roofing
Underiayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer I
Evaluation Report - Hardcopy Receivgd
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
12/31/2020
Validated By
John W. Knezevich, PE
r Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL11602 R10 COI 2019 01 COI NI MINEN pd
Standard
ASTM D1970
ASTM D226 (physicals)
ASTM D4798
FRSA/TRI April 2012
TAS 117(8)
UL1897
Year
2015
2009
2011
2012
1995
2012
https:/Aw .floridabuilding.org/pr/pr app_dL.aspx?pamm=wGEVXQwtDosQFc5K%2fTrZeHY87UCe5KMr%2fsMfWnmsRrjawhFrsnPRIAaianoi11 it,
2/18/2020
Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/17/2019
Date Validated 10/17/2019
Date Pending FBC Approval 10/20/2019
Date Approved 12/10/2019
FL I Model, Number or Name Description
11602.1 Titanium Roof Underlayments Synthetic sheet -type roof underlayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/ -45
Other: 1.) The design pressure noted herein pertains to use -of
a specific undedayment system beneath foam -on tile sytsems.
Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5
and 6 for other Limits of Use.
Installation instructions
FL11602 R10 II 2019 10 FINAL ER FL1160 -RSO odf
Verified By: Robert Nieminen IIPE-59166
Created by Independent Thirq Party: Yes
Evaluation Reports II
FL11602 R30 AE 2019 10 FINAL ER FLJ..1602-R10.Ddf
Created by Independent Third Party: Yes
aack Fie -
Contact Us :: 2601 Blair Soong Road, Tallannooee 19 32399 Phone: 850487-1824
The State of Florida is an MVIMO employer. Coovdaht 2007-2013 State f n 'd :: Pdvaav statement :: ACcessib'liN 5tateme0t :: Refund statement
Under Ronda law, email addresses am public records. If you do not want your ¢-mall address released in response til a public -records requesC, 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),
te
Florida Status, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls
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 dick hem .
Product Approval Accepts:
W] ® 99
I Semcu it,,'ME"I'It[CS'
https://W+ .floridabuilding.org/pr/pr_app_dtl.aspx?pammwGEVXQwtDaSOFc5K%2frrZaHYRn ICPrKMroiof<RAn .�zu„m.n Co 9 02VAU.o 0/�A .,,�
NEMO I etc.
Certificate of Authorization #32455
3$3 Christian Street, Unit#13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
4LUATION'RFP0P
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R31
One Owens Corning Parkway FL11602-R10
Toledo, OH 43659 Date of Issuance: 11/03/2008
(740) 321-6345 Revision 11:10/17/2019
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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Tltaniums Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the Feferenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requres a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERnsEMENT: The Evaluation Report number 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 by:
Robert J.M. Nieminen P.E.
•
The fassimile
Florida Registration No. 59166, Florida DCA ANE1983
seal appearing was authorized by Robert
Nieminen, P.E. on 10/17/zols. This does N
notsea as an
electronically signed document
CEFMRCATION 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 deign guidance unless retained
specifically for that purpose.
02018 NEMO ETC, LLC
ONEM'oI etc.
ROOFING COMPONENT EVALUATION:
NEMO ETC, LLC Evaluation Report 111980.11.08-Rli
0e1WImte ofAuthorkodon x31455 6^' EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlaymerns Revision 11:10/17/2019
Page 2 of 8
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 intent of the following sections of the 6' Edition (2017) 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
Prope
Standard
Year
1504.3.1
Wind Uplift
UL 1897
2012
15071.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1,1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
(¢4-12) 2012
TAS 110
Accelerated Weathering
ASTM D4798
2011
TA5110
3. REFERENCES'.
Pull-through resistance
TAS 117(8)
1995
Ent1t
Examination
Reference
Date i i
ERD (TST6049)
Physical Properties
115010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
115010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
ASTM D226
138010.08.11
08/11/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
ASTM D226
311801000Q-003
04/26/2007
ITS(TST1509)
ASTM 0226
3130639COQ-002A
08/21/2907
ITS (7671509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
ERD (TST6049)
Physical Properties (NH)
41-OC-19-SSUDL-01.A
06/14/2019
Owens Coming
Product equivalency
Declaration
06/18/2018
PRI (TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-331-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-332-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-334-02-02
10/03/2017
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
OCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798
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 April 2012 (0412), partial
OCF-425-02-01
08/13/2018
PRI (TS75878)
ASTM D226 / ASTM D4798
OCF-331-02-01 R1
05/07/2019
PRI (TST5878)
ASTM D226/ASTM D4798
OCF-332-02-01 RI
05/07/2019
PRI (TST5878)
ASTM D226 / ASTM D4798
OCF-334-02-01 R1
05/07/2019
PRI (TST5878)
UU897
137ST002
07/10/2019
PRI (TST5878)
Tensile adhesion
OCF-507-02-01
08/13/2019
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
NEMO ETC, LLC Evaluation Report 111980.11.08-Rli
0e1WImte ofAuthorkodon x31455 6^' EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlaymerns Revision 11:10/17/2019
Page 2 of 8
Oi
NEmloletc.
Product
Specification
Plants
Description
4.1 Titanium'" PSU-30
ASTM D1970
Dubai, UAE &
unreinforced polymer modified bitumen material adhered
Undedayment
and FRSA/TRI
Brentwood, NH
to the underside of a polymer -coated, synthetic woven'
Metal
April 2012
Slate
sheet. The underside is backed with a release film. Unit
Yes
Yes
Yes
weight 24 lbs/square
4.2 Titaniumm UDL-25
FBC 1507.1.1
Qingdao, China
synthetic sheet -type underlayment comprised of a woven
& R905.1.1
core coated on one side with a polymer coating. Unit
(Exception)
Yes
weight 2.5 lbs./square
4.3 Titanium'" UDL-30
FBC 1507.1.1
Mission, BC,
synthetic sheet -type underlaymLt comprised of a woven
& R905.1.1
Canada &
core coated on both sides with a polymer coating. Unit
(Exception)
Qingdao, China
weight 4.0 lbs./square
4.4 Titanium' UDL-50
FBC 1507.1.1
Mission, BC,
synthetic sheet -type underlayment comprised of a woven
IYes
& R905.1.1
Canada &
core coated on both sides with a polymer coping. Unit
system)
(Exception)
Qingdao, China
weight 4.7 lbs./square
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Niem)nen, 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 forthat purpose.
l
5.2 This Evaluation Report is notfor use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 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.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Asphalt
Wood Shakes
Undedayment
Shingles
Nail -On Tile
Foam -On Tile
Metal
& hingles
Slate
Titanium PSU-30
Yes
Yes
Yes
Yes
Yes
Yes
(See 5.5.1)
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
(Base sheet in 2 -ply
(Raze Shea in 2 -ply
Yes
IYes
Yes
system)
syaem)
Titanium UDL-50
Yes
No
No
Yes
Yes
Yes
NEMO ETC, LLC Evaluation Report 111980.13-08-R31
Certiftcute of AuthafizDtion #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 3 of 8
ONEn o
I etc.
5.5.1 "Foam-On Tile" is limited to use of following Approved tile adhesives/ underlayment cor rbinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMEHT COMBINATIONS'
Underlayment
Adhesive Florida Product Approval
Titanium PSU-30
DUPONTTIle Bond"" FL22525
ICP Adhesives Polyset® AH -160 FL6332
ICP Adhesives Polyset® RTA -1 FL6276
5.6 Allowable Substrates (for self -adhering):
TABLE 2: SUBSTRATE OPTIONS
Underlayment
Primer Substrates
Titanium PSU-30
(Optional) ASTM D41 plywood
None ASTM D226 felt
ASTM D41 Titanium UDL-30
None Titanium U
L-30 (inverted)
5.6.1 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI Aril 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, wherethe underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. 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). Referto. FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind load$
#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.ca 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 =-30 osf*:
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 ortwo 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.
' Referto Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performan,
NEMO ETC, LLC Evaluation Report 111980.11.08-Ril
Certfcate ofAutfw&adon #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION I FL11602-R10
Titanium Roof Underlayments Revision 11:10/17/2019
Page 4 of 8
ONemo I etc.
#3 Maximum Design Pressure=-30 asf*:
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), equal) 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.
44 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 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch., h ads 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.
#5 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) i
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 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.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (0412), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. Zones 2 and 3 shall employ an attachment density designed by
a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI
WDS, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)
for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Titanium UDL-25, Titanium UDL-30, Titanium UDL-50 orTrtanium PSU-30 shall not be left exposed for longerthan
180 -days.
NEMO ETC, LLC Evaluation Report 11198b.11.08-Rll
Certljlmt# ofA"Lhorlwdon #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 5 of 8
Ni
NElo l etc.
5.8 Tile Slippage Limitations [per FRS RI April 2012 (0412)1
When loading roof tiles on the underlayment in direct-deck the 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 3: TILE SLIPPAGE LIMITATIONS FOR DIRER -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 (5 over 51
5:12
L
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 the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1 -inch diameter plastic caps. i
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8 -inch diameter
heads; ring shank roofing nails with minimum 1 -inch diameter plastic caps; screws and plptes; or plastic cap staples.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: ':. Xcept metal cap nails shall
be required where the ultimate design wind speed, V,ul' equals or exceeds 150 mph."
Owens Coming Roofing and Asphalt, LLC has furnished data to permit the use of 1 -inch diameter plastic cap nails
in lieu of metal cap nails for these applications, when the TitaniumTM UCL -25, Titanium. UDL-30 or Titanium UDL-50
underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1
or R905.1.1, i
NEMO ETC, LLC Evaluation Report 111980.11.08-Rit
Cenific afAuth.mmion#32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL111602.1110
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 6 of 9
NNEMO I etc.
6.3.3 Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be
installed atop the underlayment, theunderlayment need only be preliminarily attached pending attachment of the
battens.
6.3.4 Slopes of 2:12 to less than 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 25-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely
overlapping the starter course. Continue upslope, maintaining minimum 254nch side (horizontal) laps, resulting in
a double-layer application.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily
attached pending attachment of the battens.
i
6.4 TitaniumTM PSU-30:
6.4.1 Non-Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements.
Titanium"" PSU-30 shall be back-nailed in accordance with Owens Coming published intailation requirements.
6.4.2 Nail-On Tile Applications:
Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. TitaniumTM PSU-30 shall be 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 published installation requirements. I
Refer to Section 5.8 for tile staging limitations.
6.4.3 Foam-On Tile Applications:
Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Owens Coming published requirements. Titanium1°" PSU-30 shall be 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 published installation requirements.
Refer to Table SA for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
6.5 Titanium 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 byTiitanipm
PSU-30 in accordance with Section 6.4. IV
NEMO ETC, LLC Evaluation Report 111980.SL08-RSI
[ertific of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11:10/17/2019
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NNEMOjetc.
6.5.3 Nail -On Tile Applications:
For nail -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
FRSA/TRI April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4.
Refer to Section 5.8 for tile staging limitations.
6.5.4 Foam -On Tile Applications: V
For foam -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4
Refer to Table 1A for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the manufacturer or the named OA entity for plants covered under Rule 61G20-3 QA requirements. Refer
to Section 4 herein for product & production locations having met codified physical properties specifications.
9. e
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
NENIO ETC, LLC Evaluallion Report 111980.11-08-1111
Certficote OfAuthonzotion#32455 0 EDITION (2017) FEIC NON-HVHZ EVALUATION J FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
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