Most Widely Accepted and Trusted
0
ICC-ES Report
ICC-ES | (800) 423-6587 | (562) 699-0543 | www.icc-es.org
000
ESR-1464
Issued/Reissued 01/2016
This report is subject to renewal 01/2017.
DIVISION: 05 00 00—METALS
SECTION: 05 40 00—COLD-FORMED METAL FRAMING
DIVISION: 09 00 00—FINISHES
SECTION: 09 22 16.13—NON-STRUCTURAL METAL STUD FRAMING
REPORT HOLDER:
CLARKDIETRICH BUILDING SYSTEMS
9100 CENTRE POINTE DRIVE, SUITE 210
WEST CHESTER, OHIO 45069
EVALUATION SUBJECT:
TRAKLOC NONLOAD-BEARING WALL STEEL FRAMING SYSTEM
Look for the trusted marks of Conformity!
“2014 Recipient of Prestigious Western States Seismic Policy Council
(WSSPC) Award in Excellence”
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved.
A Subsidiary of
ICC-ES Evaluation Report
ESR-1464
Reissued January 2016
This report is subject to renewal January 2017
www.icc-es.org | (800) 423-6587 | (562) 699-0543
DIVISION: 05 00 00—METALS
Section: 05 40 00—Cold-Formed Metal Framing
DIVISION: 09 00 00—FINISHES
Section: 09 22 16.13—Non-Structural Metal Stud
Framing
REPORT HOLDER:
CLARKDIETRICH™ BUILDING SYSTEMS
9100 CENTRE POINTE DRIVE, SUITE 210
WEST CHESTER, OHIO 45069
(513) 870-1100
www.clarkdietrich.com
EVALUATION SUBJECT:
TRAKLOC NONLOAD-BEARING WALL STEEL FRAMING
SYSTEM
1.0 EVALUATION SCOPE
Compliance with the following codes:


®
2012 and 2009 International Building Code (IBC)
2013 Abu Dhabi International Building Code (ADIBC)†
†
The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced
in this report are the same sections in the ADIBC.
Property evaluated:
Structural
2.0 USES
The Trakloc nonload-bearing wall steel framing system is
used for framing of interior nonload-bearing walls.
3.0 DESCRIPTION
3.1 General:
The Trakloc nonload-bearing wall steel framing system is
constructed from the Trakloc studs and tracks which are
available in five depths and three material thicknesses as
noted in Table 1. The studs and tracks have a snap-lock
system that permits stud installation to the top and bottom
tracks without the use of fasteners. The Trakloc studs are
available as single-unit fixed-length studs and as two-part
adjustable-length studs. The single-unit fixed-length studs
have the designation xxxTLFxxx-xx. The adjustable-length
stud is made up of two parts, the stud base (TSO) and the
stud extension (TSE). The TSE is fitted into the TSO,
allowing the length of the Trakloc stud to be adjusted in the
field. When the two pieces are fitted together, the
A Subsidiary of the International Code Council ®
designation is xxxTLAxxx-xx as shown in Table 1. The
extension length of the TSE must be limited to a maximum
of 1/8 of the total wall span. The minimum overlap length is
as noted in Table 1. Marks are placed on the TSO
indicating the minimum lap (splice) length. The TSO is
manufactured with and without punch-outs. The punchouts are 0.75 inch by 4.0 inches (19 mm by 102 mm) for
TSOs with web depth of less than 3 inches (76 mm). For
all other TSOs, the punch-outs are 1.5 inches by
|4.0 inches (38 mm by 102 mm). Punch-outs are spaced
24 inches (610 mm) on center along the centerline of the
TSO, with a minimum distance of 10 inches (254 mm) from
the end of the member to the near edge of the punch-out,
when provided. The fixed-length studs are fabricated from
the TSO only. The tracks are channel-shaped with an
inward ridge to snap-lock the studs to the track. See
Figure 1 for stud and track configurations. See Figure 2 for
punch-out configurations.
3.2 Material:
The studs and tracks are formed from coils of galvanized
steel complying with ASTM A653 SS, Grade 33. The
uncoated minimum base-metal thickness is specified in
Table 1. The galvanized coating is minimum G40 in
accordance with ASTM A653.
4.0 DESIGN AND INSTALLATION
Installation of the Trakloc nonload-bearing wall steel
framing system must be in accordance with the applicable
code, the approved construction documents and this
report. If there is a conflict between this report and the
documents submitted for approval, this report governs.
The approved plans must be available on the jobsite at all
times during installation.
Load-span combinations must be limited to those shown
in Table 2.
5.0 CONDITIONS OF USE
The Trakloc
described in
alternative to
Section 1.0
conditions:
nonload-bearing wall steel framing system
this report complies with, or is a suitable
what is specified in, those codes indicated in
of this report, subject to the following
5.1 The Trakloc nonload-bearing wall steel framing
system is manufactured, identified and installed in
accordance with this report, the approved plans, and
the manufacturer’s published installation instructions.
5.2 The wall assemblies are limited to interior nonloadbearing installations where the superimposed axial
load is zero pounds (zero Newtons).
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
1000
Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved.
Page 1 of 4
ESR-1464 | Most Widely Accepted and Trusted
Page 2 of 4
5.3 Design of the attachment of the wall to the
surrounding structure is outside the scope of this
report.
5.4 Calculations and drawings demonstrating compliance
with this report must be submitted to the code official
for each project. The calculations and construction
documents must be prepared and sealed by a
registered design professional where required by the
statutes of the jurisdiction in which the project is to be
constructed.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC-ES Acceptance Criteria
for Cold-formed Steel Framing Members (AC46), dated
June 2012.
7.0 IDENTIFICATION
Each Trakloc stud and track must have a legible label or
stamp, at a maximum spacing of 96 inches (2413 mm) on
center, indicating the member designation; manufacturer’s
name or initials (CD); and the evaluation report number
(ESR-1464).
5.5 Trakloc studs and tracks are manufactured at the
ClarkDietrich facility in Woodland, California and
Bristol, Connecticut.
TABLE 1—TRAKLOC STUDS AND TRACKS
STUDS
MEMBER
DESIGNATION
250TLA125-18
5
(250TLF125-18)
250TLA125-24
5
(250TLF125-24)
250TLA125-30
5
(250TLF125-30)
350TLA125-18
5
(350TLF125-18)
350TLA125-24
5
(350TLF125-24)
350TLA125-30
5
(350TLF125-30)
362TLA125-18
5
(362TLF125-18)
362TLA125-24
5
(362TLF125-24)
362TLA125-30
5
(362TLF125-30)
550TLA125-30
5
(550TLF125-30)
600TLA125-30
5
(600TLF125-30)
1,2
WEIGHT
(lb./ft.)
DEPTH
(in.)
FLANGE
(in.)
LIP
(in.)
THICKNESS
(mils)
MINIMUM
BASE-METAL
3
THICKNESS
(in.)
DESIGN
THICKNESS
(in.)
MINIMUM
OVERLAP
4
LENGTH
(in.)
0.3476
2.500
1.250
0.288
18
0.0179
0.0188
8
0.4579
2.500
1.250
0.288
24
0.0237
0.0249
10
0.5704
2.500
1.250
0.288
30
0.0296
0.0312
8
0.4116
3.500
1.250
0.288
18
0.0179
0.0188
8
0.5426
3.500
1.250
0.288
24
0.0237
0.0249
10
0.6766
3.500
1.250
0.288
30
0.0296
0.0312
8
0.4196
3.625
1.250
0.288
18
0.0179
0.0188
8
0.5532
3.625
1.250
0.288
24
0.0237
0.0249
10
0.6899
3.625
1.250
0.288
30
0.0296
0.0312
8
0.8889
5.500
1.250
0.288
30
0.0296
0.0312
12
0.9420
6.000
1.250
0.288
30
0.0296
0.0312
12
18
24
30
18
24
30
18
24
30
30
30
0.0179
0.0237
0.0296
0.0179
0.0237
0.0296
0.0179
0.0237
0.0296
0.0296
0.0296
0.0188
0.0249
0.0312
0.0188
0.0249
0.0312
0.0188
0.0249
0.0312
0.0312
0.0312
-----------------------
TRACKS
250TTS137-18
0.3627
2.500
250TTS137-24
0.4571
2.500
250TTS137-30
0.5700
2.500
350TTS137-18
0.4273
3.500
350TTS137-24
0.5387
3.500
350TTS137-30
0.6720
3.500
362TTS137-18
0.4354
3.625
362TTS137-24
0.5489
3.625
362TTS137-30
0.6847
3.625
550TTS137-30
0.8756
5.500
600TTS137-30
0.9270
6.000
For SI: 1 inch = 25.4 mm, 1 lb/ft = 1.488 kg/m.
1
1.375
1.375
1.375
1.375
1.375
1.375
1.375
1.375
1.375
1.375
1.375
-----------------------
2
Values based on stud base (TSO).
Depth of studs measured from outside face to outside face of flanges of TSO. Depth of track measured from inside face to inside face of
flanges.
3
Minimum thickness permitted for framing members delivered to the project site.
4
Not applicable to the single-unit fixed-length Trakloc stud.
5
The designation in parentheses is the nomenclature for the single-unit fixed-length Trakloc stud.
2
ESR-1464 | Most Widely Accepted and Trusted
Page 3 of 4
1
TABLE 2—ALLOWABLE WALL HEIGHTS
STUD
SPACING
L
(in)
/120
12
13'- 0"
250TLA125-18
16
11'- 3"
2
(250TLF125-18)
24
8'- 10"
12
15'- 3"
250TLA125-24
16
13'- 3"
2
(250TLF125-24)
24
10'- 10"
12
16'- 5"
250TLA125-30
16
14'- 11"
2
(250TLF125-30)
24
12'- 7"
12
15'- 7"
350TLA125-18
16
13'- 6"
2
(350TLF125-18)
24
9'- 0"
12
18'- 5"
350TLA125-24
16
16'- 0"
2
(350TLF125-24)
24
13'- 0"
12
21'- 4"
350TLA125-30
16
18'- 8"
2
(350TLF125-30)
24
15'- 3"
12
15'- 10"
362TLA125-18
16
13'- 6"
2
(362TLF125-18)
24
9'- 0"
12
18'- 10"
362TLA125-24
16
16'- 3"
2
(362TLF125-24)
24
13'-3"
12
21'- 11"
362TLA125-30
16
19'- 1"
2
(362TLF125-30)
24
15'- 7"
12
29'- 5"
550TLA125-30
16
25'- 6"
2
(550TLF125-30)
24
20'- 9"
12
30'- 11"
600TLA125-30
16
26'- 9"
2
(600TLF125-30)
24
21'- 10"
For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa.
MEMBER
DESIGNATION
1
5 psf
L
/240
11'- 1"
10'- 1"
8'- 10"
12'- 2"
11'- 0"
9'- 8"
13'- 0"
11'- 10"
10'- 4"
14'- 4"
13'- 1"
9'- 0"
15'- 9"
14'- 4"
12'- 6"
16'- 11"
15'- 4"
13'- 5"
14'- 9"
13'- 5"
9'- 0"
16'- 2"
14'- 8"
12'- 10"
17'- 5"
15'- 10"
13'- 9"
24'- 0"
21'- 10"
19'- 1"
25'- 8"
23'- 4"
20'- 5"
L
/360
9'- 8"
8'- 9"
7'- 8"
10'- 7"
9'- 8"
8'- 5"
11'- 5"
10'- 4"
9'- 0"
12'- 7"
11'- 5"
9'- 0"
13'- 9"
12'- 6"
10'- 11"
14'- 9"
13'- 5"
11'- 9"
12'- 11"
11'- 9"
9'- 0"
14'- 2"
12'- 10"
11'- 2"
15'- 2"
13'- 9"
12'- 1"
21'- 0"
19'- 1"
16'- 8"
22'- 5"
20'- 5"
17'- 10"
TRANSVERSE LOAD
7.5 psf
L
L
L
/120
/240
/360
10'- 7"
9'- 8"
8'- 5"
8'- 10"
8'- 9"
7'- 8"
5'- 10"
5'- 10"
5'- 10"
12'- 6"
10'- 7"
9'- 3"
10'- 10"
9'- 8"
8'- 5"
8'- 10"
8'- 5"
7'- 4"
14'- 4"
11'- 5"
9'- 11"
12'- 7"
10'- 4"
9'- 0"
10'- 3"
9'- 0"
7'- 11"
12'- 0"
12'- 0"
10'- 11"
9'- 0"
9'- 0"
9'- 0"
6'- 0"
6'- 0"
6'- 0"
15'- 1"
13'- 9"
12'- 0"
13'- 0"
12'- 6"
10'- 11"
10'- 5"
10'- 5"
9'- 6"
17'- 7"
14'- 9"
12"- 11"
15'- 3"
13'- 5"
11'- 9"
12'- 5"
11'- 9"
10'- 3"
12'- 0"
12'- 0"
11'- 3"
9'- 0"
9'- 0"
9'- 0"
6'- 0"
6'- 0"
6'- 0"
15'- 4"
14'- 2"
12'- 4"
13'- 3"
12'- 10"
11'- 2"
10'- 5"
10'- 5"
9'- 9"
18'- 0"
15'- 2"
13'- 3"
15'- 7"
13'- 9"
12'- 1"
12'- 9"
12'- 1"
10'- 6"
24'- 0"
21'- 0"
18'- 4"
20'- 9"
19'- 1"
16'- 8"
15'- 11"
15'- 11"
14'- 6"
25'- 2"
22'- 5"
19'- 7"
21'- 10"
20'- 5"
17'- 10"
15'- 10"
15'- 10"
15'- 6"
Spans are based on weak axis and maximum torsional bracing of 48 inches, and both flanges fully braced.
The member in parentheses is the single-unit fixed-length Trakloc stud.
2
L
/120
8'- 10"
6'- 7"
4'- 5"
10'- 10"
9'- 4"
7'- 7"
12'- 7"
10'- 10"
8'- 10"
9'- 0'
6'- 9"
4'- 6"
13'- 0"
11'- 3"
7'- 10"
15'- 3"
13'- 2"
10'- 9"
9'- 0"
6'- 9"
4'- 6"
13'- 3"
11'- 6"
7'- 10"
15'- 7"
13'- 6"
11'- 0"
20'- 9"
17'- 11"
11'- 11"
21'- 10"
17'- 10"
11'- 10"
10 psf
L
/240
8'- 9"
6'- 7"
4'- 5"
9'- 8"
8'- 9"
7'- 7"
10'- 4"
9'- 5"
8'- 2"
9'- 0"
6'- 9"
4'- 6"
12'- 6"
11'- 3"
7'- 10"
13'- 5"
12'- 2"
10'- 8"
9'- 0"
6'- 9"
4'- 6"
12'- 10"
11'- 6"
7'- 10"
13'- 9"
12'- 6"
10'- 11"
19'- 1"
17'- 4"
11'- 11"
20'- 5"
17'- 10"
11'- 10"
L
/360
7'- 8"
6'- 7"
4'- 5"
8'- 5"
7'- 8"
6'- 8"
9'- 0"
8'- 2"
7'- 2"
9'- 0"
6'- 9"
4'- 6"
10'- 11"
9'- 11"
7'- 10"
11'- 9"
10'- 8"
9'- 3"
9'- 0"
6'- 9"
4'- 6"
11'- 2"
10'- 2"
7'- 10"
12'- 1"
10'- 11"
9'- 7"
16'- 8"
15'- 1"
11'- 11"
17'-10"
16'- 2"
11'- 10"
ESR-1464 | Most Widely Accepted and Trusted
FIGURE 1—TRACKLOC MEMBERS
FIGURE 2—HOLE CONFIGURATION
Page 4 of 4
ICC-ES Evaluation Report
ESR-1464 CBC Supplement
Reissued January 2016
This report is subject to renewal January 2017.
www.icc-es.org | (800) 423-6587 | (562) 699-0543
A Subsidiary of the International Code Council ®
DIVISION: 05 00 00—METALS
Section: 05 40 00—Cold-Formed Metal Framing
DIVISION: 09 00 00—FINISHES
Section: 09 22 16.13—Non-Structural Metal Stud Framing
REPORT HOLDER:
CLARKDIETRICH™ BUILDING SYSTEMS
9100 CENTRE POINTE DRIVE, SUITE 210
WEST CHESTER, OHIO 45069
(513) 870-1100
www.clarkdietrich.com
EVALUATION SUBJECT:
TRAKLOC NONLOAD-BEARING WALL STEEL FRAMING SYSTEM
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that the Trakloc Nonload Bearing Wall Steel Framing System,
recognized in ICC-ES master report ESR-1464, has also been evaluated for compliance with Chapters 16, 16A, 17, 17A, 22,
and 22A of the code noted below.
Applicable code edition:
2010 California Building Code (CBC)
2.0 CONCLUSIONS
The Trakloc nonload-bearing wall steel framing system, described in Sections 2.0 through 7.0 of the master evaluation report
ESR-1464, complies with CBC Chapters 16, 16A, 17, 17A, 22, and 22A, provided the design and installation are in
accordance with the International Building Code® provisions noted in the master report and the additional requirements of
CBC Chapters 16, 16A, 17, 17A, 22, and 22A, as applicable.
This supplement expires concurrently with the master report reissued January 2016.
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
1000
Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved.
Page 1 of 1