HomeMy WebLinkAboutEVALUATION REPORT - UNDER LAYMENTSNEORECtd.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE `"r— TEST. =, CONSULT CERTIFY
JEVALUAPORT"
n Owens Corning Roofing and Asphalt, LLC
Evaluation Report 111980.11.08-R6 �r
one Owens Corning Parkway ��i FL11602-R6
(I f Issuance: 11/03/208
40) 321 634559 ����,/��® Date Revision 6: 06/20/2018
lis Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
>nstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
•oducts described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
!ctions noted herein,
:SCRIPTION: Titaniumti 'Roof Underlayments' \
SELING. Labeling shall be in accordance w'iWthe requirements of the Accredited Quality Assurance Agency noted
?rein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Q�lality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
t his Evaluation Report by the named client' constitutes agreement to notify Robert Nieminen, P.E. of any changes to
tl�e product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of
tl1ls Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEIVIO I etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INISPECTION: 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.
is Evaluation Report consists of pages 1 through 7.
P lepared by:
bert J.M. Nieminen, P.E.
,ida Registration No. 59166, Florida DCA ANE1983
y..
The facsimile seal appearing was authorized by Robert
Nieminen, P.E, on 06/20/2018. This does not serve as an
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 NEMOletc, 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.
fONEMOjetc.
ING 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 intent of the following sections of the 6th 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.
Section
Pro a
Standard
Year
1507.1.1, 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 (04-12)
2012
TAS 110
Accelerated Weathering
ASTM D4798
2011
TAS 110
Pull -through resistance
TAS 117(B)
1995
Entity
Examination
Reference.
Date
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 D226
3130639COQ-002A
08/21/2007
ITS(TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
Owens Corning
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)
ASTM D4798
OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull -through
OCF-422-02-02
04/03/2018
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
Self -Adhering Underlayments:
1 Titaniumym PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer
oated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. Meets
ASTM D1970 as a single -layer and meets FRSA/TRI April 2012 when used in 2-ply system.
NEIMIO ETC, LLC
Certificate o/Authorization #32455
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-R6
FL11602-R6
Revision 6: 06/20/2018
Page 2 of 7
ONEMO I etc.
Mechanically Fastened Underlayments:
1) Titanium'"" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
7 polymer coating. Unit weight 2.5 lbs./square; meets FBC 1507.1.1 & R905,1.1(Exception).
Titanium'"" UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
3 Titanium"" UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
.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.
.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
.4 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 Allowable Roof Covers:
TABLE 1: ROOF COVEROPTIONS
ASPHALT
r
"WOOD SHAKES
UNDERIAYMENT,,
SHINGLES.. `
,NAIL-ON�T,ILE .-FOAM-ON TILE L
&SHINGLES
SLATE
Titanium PSU-30
Yes
(Dubai, UAE)
Yes
Yes
(See 5.5.1)
Yes
Yes
Yes
Titanium
Titanium PSU-30
(Brentwood, '
Yes
o
No
Yes
\es
Titanium UDL-25
No
Yes
Yey
Xek
Ye
Titanium UDL-30
Yes
(Base she tine ly
(ease eeti 2-ply
Y
/es\
Yes
Sys m)
ystemI
Titanium UDL-50
Yes
o
No
Yes
Yes
Yes
"Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS'
ADHESIVE FLORIDA PRODUCT APPROVAL, ' UNDERLAYMENTS .
Dow TileBondl" FL22525 Titanium PSU-30 (Dubai, UAE)
ICP Adhesives Polyset® AH-160 FL6332 Titanium PSU-30 (Dubai, UAE)
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
ETC, LLC Evaluation Report 111980.11.08-R6
to of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R6
Titanium Roof Underlayments Revision 6: 06/20/2028
Page 3 of 7
1 t
ONEMO etc.
i.6 Allowable Substrates: Titanium PSU-30:
0.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
0.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226, Type I or II felt. - T�
➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted).
0.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the
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).
Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure = -45 asf:
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 (Dubai, UAE), self -adhered
#2 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 (Dubai, UAE), self -adhered
#3 Maximum Design Pressure = -30gsf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
i
I
NETO ETC, LLC
Certificate of Authorization #31455
it
I
6- EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-R6
FL11602-R6
Revision 6: 06/20/2018
Page 4 of 7
r_
MEMO etc.
#4 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
e Sheet: Titanium UDL-30 (inverted)
Fast ers: 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: TM D41 primer required at all tin -caps.
Underlayment: On r two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
#5 Maximum Design Press e = -45 nsf*:
Deck: Min. 15/ -inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL- (printed side up)
Fasteners: 12 ga. annular rin shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length ufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/ diameter.tin caps.
Spacing: 6-inch o.c. at 4-inch wide id laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required ver printed side of UDL-30.
Underlayment: One or two plies, Titanium PS 30 (Dubai, UAE), self -adhered
6.4.1 For mechanically attached Base Sheet, the ma ' um design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (0 -12), Appendix A, Table lA.
Alternatively, the maximum design pressure for the elected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBG 1609. this case, Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to sist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sh et 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations s t forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Exposure Limitations:
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be I exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 180-days. \
Tile Slippaae Limitations rper FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck the assemblie the maximum roof slope shall -be as
follows. These slope limitations can only be exceeded by using battens Burin loading of the roof tiles.
2: TILE
LIMITATIONSTABLE
SLIPPAGE
UNDERLAYMENT `',
TILE PROFILE
STAGING METHIRD MAXIMUM SLOPE
Titanium PSU-30 (Dubai, UAE)
Flat
Max. Id -tile stack5:12
Lugged
Max. 10-tile stack 6:12
ETC, LLC Evaluation Report 111980.11.08-R6
to of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R6
Titanium Roof Underlayments Revision 6: 06/20/2018
Page 5 of 7
* f;
6.2
.3
.3.1
6.3.2
6.3.2.1
I
6.3.3
.3.4
6i 4
6'.4.1
6 4.2
I
I
IR
MEMO I etc.
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
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). .
Titanium'"° UDL-25, Titanium UDL-30 or Titanium UDL-SO:
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 wid heet-width.
Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring s k roofing nails with minimum 3/8-inch
diameter heads; ring h�k-ro ing nails with minimum 1-inch ' meter plastic caps; screws and plates; or plastic
cap staples.
Code Reference: The Exception statement in 07.1.1 and FBC R905.1.1 states: "...except metal cap nails
shall be required where the ultimate design w' spee , equals or exceeds 150 mph."
Owens Corning Roofing and Asphalt, as furnished data to mit the use of 1-inch diameter plastic cap nails
in lief of metal cap nails for thes pplications, when the Titanium'"" -25, Titanium UDL-30 or Titanium UDL-
50 underlayment is instal beneath mechanically fastened prepared covers referenced in FBC Table
1507.1.1 or 11905.1.1
End (v 'cal) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inchelk
imum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with the
surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the
underlayment, the underlayment need only be preliminarily attached pending attachment1bf the battens.
Slopes of 2:12 to less than 4:12:
Double layer application; 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 as noted in 6.3.3, but maintaining minimum 25-
inch side (horizontal) laps, resulting in a double -layer application.
um- PSU-30:'
all be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
07.1.1 for the type of prepared roof covering to be installed.
manageable sections and re -roll with the release film side out.
Membrane Application:
➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place,
printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane
into place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
➢ Upon completion, inspect the membrane and repair any defects or fish -mouths.
I
MEMO ETC, LLC
Ce4kllte of Authorization #32455
I
i
6TM EDITION (2017) FBC NON-HVH2 EVALUATION
Titanium Roof Underiayments
Evaluation Report 111980.11.08-R6
FL11602-R6
Revision 6: 06/20/2018
Page 6 of 7
ONEMO I etc.
i.4.3 Tile Applications [Titanium PSU.-30 (Dubai, UAE onl
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
i•5 Titanium 2-Ply System:' • ' F
6.1 :The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30 (Dubai, UAE), self -adhered.
6.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface primed o rnverted) in accordance with Sections 6.3.1 through 6.3.3
followed by Titanium PSU-30 (pubai,cordance with Section 6.4.
6.3 Tile Applications:
Reference is made to FRSA/T 012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guidel'
For mechanically tened the roofing, refer to wens Corning Roofing and Asphalt, LLC published installation
instructions t not less than the fastener density FRSA/TRI April 2012 (04-12), Table 1, considering the
wider s ' t-width.
For hesive-set tile roofing, refer to Section 5.6.3 herein.
Ile shall be loaded and staged in a manner that prevents tile slippa or damage to the underlayment.
Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hour cure time after installation, before loading
of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation
of this product.
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
PI'ant -
Specification.
product Us
Mission, BC, Canada
FBC 1507.1.1 (Exception)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1 (Exception)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Dubai, UAE
FRSA/TR104-12 (2-ply system)
Titanium PSU-30 (Dubai, UAE)
Brentwood, NH
ASTM D1970
Titanium PSU-30 (Brentwood, NH)
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
NEMO ETC, LLC
C Irtificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-R6
FL11602-R6
Revision 6: 06/20/2018
Page 7 of 7