HomeMy WebLinkAboutEVALUATION REPORTNEMO f ete.
Certificate of Authorization #32455
353 Christian'Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER `EVALUATE TEST CONSULT
REPORTEVALUATION
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11:08-R11
One Owens Corning Parkway FL11601-1111
Toledo, OH 43659 Date of Issuances 31/03/1008
(740) 321-6345 Revision 12:12/16/2020
SCOPE:
This Evaluation Report is :issued under Rule 6100-3 and the applicable rules and regulations governing the use of
construction materials in the State of Rorida. subrnitted'hzs been'retiiiewed by Robert Nierninen,
P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for
compliance with the 76 Edition (2020) Florida Building Code sections noted herein:
DEselPnohl TitanumTM 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 facf(ftj focatfon(sj 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 "NEMO 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:
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be.provided to the user by the manufacturer or
As 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:
,•":€"::�1�•.',
Robert J.M.:Nieminen, P.E.
Fps=.^ �'•,� s''=T The facsimile seal appearing was authorized by Robert
.Florida Registration No. 59166, Florido DCA ANE1983
"zri �;„;, 4� �t Nieminen, P.E. an I2/Y6jZOZQ. This does not serve as an
'document
electronically signed
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 Nierninen, 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, RE: does not have, nor will acquire, a firianbal 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 NiL-Minen, P.E. are, In any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for'permitting'or design guidance unless retained
specifically for that purpose.
02018 MEMO ETC, LLC
ONEMOjetc.
ROOFING COMPONENT EVALUATION:
r•
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement: Titaniumt" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt,
LLC, have demonstrated compliance with the following sections of the 11 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.
Z. .AR.
Section
Prove Standard
Year
1504.3.1
Wind resistance UL 1897
2015
1507.1.1, 1501.2.4, 1507.2.9.2 / 11905.1.1, Material standard ASTM D1970
2015
R905.2.8.2
1507.1.1.1(2&3, Exception),1507.1.1.1(5) / Tear strength ASTM D4533
2015
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(2&3, Exception),1507.1.1.1(5) / Tensile strength ASTM D5035
2011
R905AAA(2&3, Exception),'R90SAAA(5)
1507.1.1.1(5) / R905.1.1.1(5)
Liquid water transmission ASTM D4969
2016
1507.3.3 / R905.3.3
Material standard FRSA/TRI, Sixth
Edition •2018
TA5110
Accelerated Weathering ASTM D4799
2011
Entity
Examination Reference
Date
ERD (TST6049)
Various, system tests 135520.06:11
06/15/2011
ERD (TST6049)
Wind Uplift 135520.08.11-1
08/12/2011
ERD (TST6049)
FRSA/TRI, tile slippage 4j-OC-19-55UDL-01.A
05/14/2019
ITS (TST1509)
FRSA/TRI, partial 3126617COQ 005
10/31/2007
ITS (TST1509)
ASTM 04869, 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
11/27/2011
PRI (TST5878)
TAS 117(B); Pull -through OCF-422-02-02
04/03/2018
PRI(TST5878)
FRSA/TRl,partial OCF-425-01-01
08/13/2018
PRI(TST5878)
UL1897 1378TO02
07/10/2019
Oki (TST5878)
ASTM D1623, TAs 103 btF-507-02-01
08/13/2019
PRI(TST5878)
UL1897 137ST0117
10/20/2020
PRI (TST5878)
ASTM 04533, D4798, D5035 1378TO110
10/15/2020
PRI(TST5878)
ASTM D4533,D4798,D5035 1378T0111
10/15/2020
PRI(TST5878)
ASTM D4533,D4798,D5035 1378T0112
10/15/2620
ITS (QUA1673)
Quality Control Service Confirmation
12/09/2020
ITS (QUA1673)
Quality Control Florida BCIS
Current
4.. PRODUCT DESCRIPTION:
e_ 4.1--
Product
materizi Stamiarti
Plmms)
best r+ption
:Tifanutn�`P5ll30
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 welght 24 Ibs/square
MEMO ETC, LLC Eva)uation Report J11980.11.08-R12
Certificate ofAuthorizotion k32455 7O1 EDITION (2020): FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12:1211512020
Page 2 of 8
4.2
4.3
4.4
ONEmoletc.
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); 1`1905.1:1A(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-SO
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) /
a woven core coated'on both sides with a
R905.1.1.1(2&3,
polymer coating. Unit weight 4.7 lbs./square
Exception), R905.1.1.1(5)
5.1 This is a building code evaluation. Neither NEMO ETC,.LLC nor Robert, N ieminen, 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.
5.2 This Evaluation, Reportis 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 TitaniumTTM Roof Underlayments may be used with `any prepared roof cover where the product'is specifically
referenced within FBC approval documents. If not listed, a request may 'be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting:data for the prepared roof covering.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS°
FSCSection:
1507.2
i507.3
1507:4 &'1507.5 :
1507.7
1507.8 & 1507.9
Asphalt
Clay and Concrete Tile
Metal Panels
Slate or'Slate- .
Wood Shingles and
Mechanical
Adhesive-
Underlayment
Shingles
and Shingles
Type Shingles
Shakes
Attach
Set
tanium PSU-30
Yes
Yes
Yes
Yes
Yes
Yes
(Jolnt strips, 2507.1.1.3/
(See 5.6.1)
R505.1.1.3)
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-bly system)
Titanium UDL-50
Yes
No
No
I Yes
Yes
No
NEMO ETC, LLC Evaluation Report 111980.11,08-R12
Certificate ofAuttiorization #32455 7- EDITION (2020) FBC NON.HVHZ EVALUATION FL11602-RII
Titanium Roof Underlayments Revision 12:12/16/2020
Page 3 of 8
*.NEM0'J etc.
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
TABLE IA'-. ALLOWABLE TILEADHESIVE / UNDERLAYMENT
COMBINATIONS)
Underlayment
Adhesive
Florida ProducEApproval
Titanium PSU-30
Dupont "Tile Bond'"' Roof Tile Adhesive"
FL22525
ICP Adhesives and Sealants "Polyset® AH-160"
FL6332
ICP Adhesives and Sealants "Polyset° RTA-1"
FL6276
5.7 Allowable Substrates:
TABLE ,2: SUBSTRATE.OPTIONSFOR ADHERED'UNDERLAYMENTS
Underlayment
Application
Substrates (designed to meet wind loads for project)
Type
Primer
Material(s)
Titanium PSU-30
self -adhering
Deck / sheathing
(Optional) ASTM D41
Plywood
Base sheet
None
ASTM D226, Type II felt
ASTM D41•
Titanium UDL-30
None
Titanium UDL-30 (inverted)
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached'NON-TILE prepared roof coverings, attachment shall be in accordance with
the manufacturer's installation instructions, but — for mechanically attached underlayments'or base sheets - not
less than FBC 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 High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure
is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in'accordance with FBC 1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority. Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies Titanium PSU-30; self -adhered and back -nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance
with Owens Corning Roofing and Asphalt, LLC published installation requirements.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.11.08-R32
Certificate of Authorization k324SS 7- EDITION (2020) FBC NON-HVKZ EVALUATION FL11602-R11
Titanium Roof Underlayrnents Revision 12: 12/16/1020
Page 4 of 8
ONEMOIetc.
#2 Maximum Design Pressure = -142.5 psf:
Deck: Mina 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" 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 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
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 rein. 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.
94 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 than20 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 041 primer required over printed side of UDL-30.
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.
MEMO ETC, !LC Evaluation Report 111986.11.08-R12
O.N EK401 etc.
#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 ringshank nails having not less than 20 rings per inch, heads not less than 3%8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with min. 32 ga.,1-5/8" diameter tin caps.
Spacing:
6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41.primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
5.9 Exposure Limitations:
TABLk 3:r•ExposuRE,LimiTATIONS ;
Underlayment
Prepared Roof Cover Installation Type
Maximum Exposure (days)
Titanium PSU-30
Mechanically attached
180
Adhesive -set the
30
Titanium UDL-25, Titanium UDL-30,
titanium.UDL-50
Mechanically attached
180
MEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate ofAuthoriiatlon N31455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11
Titanium Roof Underlayments Revision 12:12/16/2020
Page 6 of 8
ONEMO[etc.
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 TILESLIPPAGE,LIMITATIONS FOR';DIRECTrDECK,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 file stack
4:12
Lugged
Max. 5-tile stack
5:12
Lugged
Max. 10-tile stack (5 over 51
5:12
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance withOwens 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'"' UDL625, Titanitim UDL-30 oe Titanium..UDL-50 . ;.
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1501.1.1.1(2, Exception),
1507.1.1.1(3, Exception) or 1501.1.1.1(5) or FBC Residential 11905.1.1.1(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'inetall'ed in compliance with requirements for an approved self -adhering underlayment (ASTM 01970) in
FBC'1507.1.1.1 or 1501.1.1.3 or FBC Residential 11905:1.1.1 or 11905.1.1.3'forthe 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 li:felt, the felt shall be fastened in
accordance with:FBC 1507.1.1 or 4905J1.1.
NENIO ETC, LLC Evaluation Report 111980.11.08-R12
Certijlcate o/Authorizatioa N32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL31602-Ril
Tltanium''Roof Underlayments Revlslon-12:12/16/2020
:Page 7 of 8
O,NEMOjetc.
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 S.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations,
6.5 Titanium•2-PlySystein:
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.
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 products and production locations having met codified material standards.
QUALITY
Intertek Testing Services NA Inc. — QUA1673; (312) 906-7779; mauramorlanderWritertelc.com
END OF EVALUATION REPORT
NEMO ETC, LLC Evaluation Report 111980.11.08-R12
Certificate of Authorization A32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION fL11602-R11
Tltaniurn Roof Underlayments Revision 12:12/16/2020
Page 8 of 8