HomeMy WebLinkAboutEVALUATION REPORTSCANNED
� � EXTERIOR RESEARCH &DESIGN, I.I.C.B Luciec®untv Certificate of Authorization #9503
Q0TRINRY1ERA 353 CHRISTIAN STREET, UNIT
OXFORD, CT 06478478
(203) 262-9245
EVALUATION REPORT
Interwrap, Inc. Evaluation Report 111980.11.08-R4
32923 Mission Way FL11602-R4
Mission, BC V2V-6E4 Canada Date of Issuance: 11/03/2008
(551) 574-2939 Revision 4: 10/10/2017
SCOPE:
This Evaluation Report is issued under Rule 6 G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. T e 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 evaluate for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TitaniumT1 Roof Underlayments
LABELING: Labeling shall be in accordance wit[
herein.
CONTINUED COMPLIANCE: This Evaluation Report is
Quality Assurance documentation changes, or pr
this Evaluation Report by the named client co
changes or the referenced Quality Assurance do
Evaluation Report relative to updated Code requ
ADVERTISEMENT: The Evaluation Report number
advertising literature. If any portion of the Evalu
the requirements the Accredited Quality Assurance Agency noted
Ilid until such time as the named product(s) changes, the referenced
isions of the Code that relate to the product change. Acceptance of
titutes agreement to notify Robert Nieminen, P.E. if the product
mentation changes. Trinityl ERD requires a complete review of this
!ments with each Code Cycle.
aceded by the words "Trinity IERD Evaluated" may be displayed in
'on 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
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DG4 ANE1983
CERTIFICATION OF INDEPENDENCE:
1: Trinityl ERD does not have, nor does it intend to acqui
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any
3. Robert Nieminen, P.E. does not have nor will acquire, a
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a
product.
5. This is a building code evaluation. Neither Trinityl ERD
project on which this Evaluation Report, or previous ver
specifically for that purpose.
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/10/2017. This does not serve as an
electronically signed document.
or will it acquire, a financial interest in any company manufacturing or
mpany manufacturing or distributing products it evaluates.
iancial interest in any company manufacturing or distributing products for
nancial interest in any other entity involved in the approval process of the
�r Robert Nieminen, P.E. are, in any way, the Designer of Record for any
)ns thereof, is/was used for permitting or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlay
Compliance Statement: TitaniumTm RI
compliance with the intent of the follom
in accordance with applicable sectior
Requirements and Limitations / Conditio
2. STANDARDS:
QOTRRINITYIERD
of Underlayments, as produced by Interwrap, Inc., have demonstrated
ng sections of the 6th Edition (2017) Florida Building Code through testing
the following Standards. Compliance is subject to the Installation
s of Use set forth herein.
Section
Propertyl
Standard
Year
1507.1.1, T1507.1.1
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1
Tear Strenth
ASTM D1970
2015
1507.1.1, T1507.1.1, 1507.2.9.2
Physical Pc perties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
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 Pro erties
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 Pro erties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
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
ITS (QUA1673)
Quality Contr I
ITS Listings
Current
ITS (QUA1673)
I
Quality Control
Service Confirmation
09/30/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 TitanIUMT°" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a
polymer -coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24
Ibs/square. Meets ASTM D1970 as a I�Single-layer and meets FRSA/TRI April 2012 when used in 2-ply system.
4.2 'Mechanically Fastened Underlavments:
4.2.1 TitaniUMT"" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side
with a polymer coating. Unit weight 2.5 Ibs/square. Meets FBC 1507.1.1 (Exception).
4.2.2 Titanium"" UDL-30 is a synthetic she It -type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4I0 Ibs/square. Meets FBC 1507.1.1 (Exception).
4.2.3 TitaniumTm 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 Ibs/square. Meets FBC 1507.1.1 (Exception).
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4
Certificate ofAuthorization#9503 6T" EDITION (2017) IBC NON-HVHZ EVALUATION FL11602-R4
Titanium RI of Underlayments Revision 4: 10/10/2017
Page 2 of 7
5. LIMITATIONS:
5.1
This is a building code evaill
Designer of Record for any F
used for permitting or design
5.2
This Evaluation Report is not
5.3
Fire Classification is not part
ratings of this product.
5.4
Titanium""" Roof Underlayrr
specifically referenced withii
Authority Having Jurisdiction
prepared roof covering.
5.5
Allowable Roof Covers:
Asphalt
Underlayment
Shingles
Titanium PSU-30
`Yes
(Silvassa, India)
Titanium PSU-30
Yes
(Brentwood, NH)
Titanium UDL-25
Yes
Titanium UDL-30
Titanium UDL-50
Nai
0
TRINITY 1 ERD
on. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
ect on which this Evaluation Report, or previous versions thereof, is/was
idance unless retained specifically for that purpose.
use in FBC HVHZ jurisdictions.
this report; refer to current Approved Roofing Materials Directory for fire
nts may be used with any prepared roof cover where the product is
FBC approval documents. If not listed, a request may be made to the
Ir approval based on this evaluation combined with supporting data for the
n Tile Foam -On Tile
(See 5.5 1)
'No'
No
ption's
Wood Shakes
Metal
& Shingles
Slate
Yes
.Yes
Yes'
Yes-
Yes
Yes.
Yes
Yes
Yes
4e eln 2=ply Yes Yes Yes
stem):
No,..' Yes. Yes ,f.._ Yes ... , .,
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
TAR E lA
A Low BLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS, '
Adhesive
Florida Product Approval
Underlayments
DowTileBondTM
I FL22525
Titanium PSU-30 (Silvassa, India)
ICP Adhesives Polyset® AH-160
I FL6332
Titanium PSU-30 (Silvassa, India)
5.6 Allowable Substrates: Titanium P'
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, pri
5.6.2 Bond to Mechanically Attached Ba
ASTM D226, Type I or II felt.
➢ Titanium UDL-30 (primed with
1 Refer to Tile Manufacturer's or Adhesive
as needed with D41 primer to achieve bond.
primer) or UDL-30 (inverted).
Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R4
Certificate of Authorization #9503 6"" EDITION (201 ,) FBC NON-HVHZ EVALUATION F1.11602-114
Titanium, Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
5.6.3 Wind Resistance for UnderlA
does not address wind uplift
the underlayment forms part
systems that are not address
Maximum Design Pressure is
and reflects the ultimate pas
already been applied). Refer
determination of design wind
�j
QOTRPUNITYIERD
yment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
resistance of all underlayment systems beneath foam -on tile systems, where
of the load -path. The following wind uplift limitations apply to underlayment
ed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications.
the result of testing for wind load resistance based on allowable wind loads,
sing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
1 to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for
(loads.
#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 (Silvassa, India), self -adhered
#2 Maximum Design
Pressure = -310 psf*:
Deck:
Min. 15/32-inc plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
i
Base Sheet:
Titanium UDL-30 (inverted)
Fasteners:
12 ga. annular ripg 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.,l1-5/8" 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 prime required at all tin -caps.
Underlayment:
One or two plies,�itanium PSU 30 (Silvassa, India), self -adhered
#3 Maximum Design Pressure =-301psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 ( rinted 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 sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inc wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer rIequired over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
#4 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 hank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and lengt I 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 ide 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 (Silvassa, India), self -adhered
#5 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch pl�,wood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (punted 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 isufficient 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 wjde 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 (Silvassa, India), self -adhered
Exterior Research and Design, I.I.C. I Evaluation Report 111980.11.08-R4
Certificate ofAuthorization #9503 67H EDITION (2017y FBC NON-HVHZ EVALUATION FL11602-R4
Titanium (Roof Underlayments Revision 4: 10/10/2017
Page 4 of 7
5.6.3.1 For mechanically attached E
or exceed that required and
Alternatively, the maximum
design pressure determined
attachment density designed
Commonly used methods
Application Standard RAS 11
Section 2.2.10.1 of FM Loss P
5.7 Exposure Limitations:
TTRRINITYIERD
se Sheet, the maximum design pressure for the selected assembly shall meet
r FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
design pressure for the selected assembly shall meet or exceed the Zone 1
+n accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
by a qualified design professional to resist the elevated pressure criteria.
a e ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Assemblies marked with an asterisk* carry the limitations set forth in
revention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 (Silvassa, India) shall not be left exposed for longer than 90-days.
Titanium PSU-30 (Brentwood, Nry) shall not be left exposed for longer than 30-days.
5.8 Tile Slippage Limitations [per FIIRSA/TRI April 2012 (04-12)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 2.: TILE.SLIPPIAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS .
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
5:12
Titanium PSU-30 (Silvassa, Indio)
Lugged
Max. 10-tile stack
6:12
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation
requirements subject to the Limita ions 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).
63 .: 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 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
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.
Mechanical attachment of Titanium IUDL-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 plates; or
plastic cap staples.
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.
Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with
the surface markings on the exposed ace of the underlayment. When batten systems are to be installed
atop the underlayment, the underlayrTlent need only be preliminarily attached pending attachment of the
battens.
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R4
Certificate afAuthorisotion #9503 6' EDITION (2017) F C NON-HVHZ EVALUATION F1.11602-114
Titanium Rolf Underlayments Revision 4: 10/10/2017
Page 5 of 7
6.3.4
i
QTFUNITYIERD
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.
6.4 Titanium'- PSU
6.4.1 Shall be installed in compliant with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prej ar d roof covering to be installed.
[:11151vi
6.4.3
Cut manageable sections and re'
Membrane Application:
➢ Peel back release film appror
place, printed side up.
➢ Apply the balance of the m
membrane into place.
➢ Apply subsequent courses pal
➢ End (vertical) laps shall be mil
➢ If the membrane becomes mi
➢ Upon completion, inspect the
The use of sealant or mastic at ti
Interwrap for approved sealant c
II with the release film side out.
mately 1 to 2 feet and align with the lower edge of the roof and set in
brane to the substrate by removing the film and firmly pressing the
Ilel to the eave in a shingle -type, water -shedding manner.
Tium 12-inches and side (horizontal) laps shall be minimum 3-inches.
ligned, cut the roll and re -start.
iembrane and repair any defects or fish -mouths.
fastener penetrations is required for all tile roofing installations. Contact
mastic types.
Reference is made to FRSA/TRI pril 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guid line.
Tile shall be loaded and staged in al manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Intlerwrap published requirements for tile staging. Interwrap 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
Interwrap for approved sealant or mastic types.
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 inverted)
mechanically attached to the wood rloof deck followed by Titanium PSU-30 (Silvassa, India), self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3
followed by Titanium PSU-30 (Silvassa, India) in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI Apl
instructions noted above as a guidelin
For mechanically fastened tile roofin
than the fastener density from FRSA/'
For adhesive -set tile roofing, refer to
Tile shall be loaded and staged in a m;
Refer to Table 2 herein, and Inten
minimum 24-hour cure time after inst
The use of sealant or mastic at tile fas
Interwrap for approved sealant or ma.
2012 (04-12) Installation Manual and Table 1 herein, using the
refer to Interwrap published installation instructions, but not less
I April 2012 (04-12), Table 1.
:ton 5.6.3 herein.
ner that prevents the slippage and/or damage to the underlayment.
ap published requirements for tile staging. Interwrap specifies
ation, before loading of roofing tiles.
ner penetrations is required for all tile roofing installations. Contact
c types.
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R4
Certificate ofAuthorization#9503 6T" EDITION (2017) Fil C NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4: 10/10/2017
Page 6 of 7
-
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for
The following plants have qualified
9.
TRINITY ERD
ority Having Jurisdiction in order to properly evaluate the installation of
mation on product locations covered for F.A.C. 61G20-3 QA requirements.
ucts under their respective physical properties specifications.
Plant" u
Specification "'
"
3Pro dU s
Mission, BC, Canada
FBC 1507.1.1 (Ex,
eption)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1 (Ex
eption)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Silvassa, India
FRSA/TRI 04-12 (t-ply
system)
Titanium PSU-30 (Silvassa, India)
Brentwood, NH
ASTM D1970 I
Titanium PSU-30 (Brentwood, NH)
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — QUA 673; (604) 520-3321
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503 6T" EDITION 2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-R4
FL11602-R4
Revision 4: 10/10/2027
Page 7 of 7