ASTM C1007-00
(Specification)Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories
Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories
SCOPE
1.1 This specification covers the installation and erection requirements for load bearing (transverse and axial) steel studs and related accessories 0.0329 in. (0.836 mm) to 0.1120 in. (2.845 mm) thick.
1.2 Values stated in inch-pound units are to be regarded as the standard. The SI (metric) values given in parentheses are approximate and are provided for information purposes only.
1.3 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
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Designation: C 1007 – 00
Standard Specification for
Installation of Load Bearing (Transverse and Axial) Steel
Studs and Related Accessories
This standard is issued under the fixed designation C 1007; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope * C 1063 Specification for Installation of Lathing and Furring
to Receive Interior and Exterior Portland Cement-Based
1.1 This specification covers the installation and erection
Plaster
requirements for load bearing (transverse and axial) steel studs
2.2 American Iron and Steel Institute Publication (AISI):
and related accessories 0.0329 in. (0.836 mm) to 0.1120 in.
Cold-Formed Steel Design Manual: Specifications for the
(2.845 mm) thick.
Design of Cold-Formed Steel Structural Members,
1.2 Values stated in inch-pound units are to be regarded as
1986 Revision and 1989 addendum
the standard. The SI (metric) values given in parentheses are
2.3 American Welding Society Documents (AWS):
approximate and are provided for information purposes only.
D1.3 Specification for Welding Sheet Steel in Structures
1.3 The text of this standard references notes and footnotes
2.4 Military Specification:
which provide explanatory material. These notes and footnotes
MIL-P-21035 Paint, High Zinc Dust Content, Galvanizing
(excluding those in tables and figures) shall not be considered
Repair
as requirements of the standard.
2.5 Federal Specification:
2. Referenced Documents FF-P-395 Pin, Drive, Guided and Pin Drive, Power Actu-
ated Fasteners for Power Actuated and Hand Actuated
2.1 ASTM Standards:
Fastening Tools
C 11 Terminology Relating to Gypsum and Related Build-
ing Materials and Systems
3. Terminology
C 754 Specification for Installation of Steel Framing Mem-
3.1 Definitions shall be in accordance with Terminology
bers to Receive Screw-Attached Gypsum Board
C11.
C 840 Specification for Application and Finishing of Gyp-
3.2 Definitions of Terms Specific to This Standard:
sum Board
3.2.1 axial loads, n—those loads applied to a member in the
C 841 Specification for Installation of Interior Lathing and
same plane as its major centroidal axis.
Furring
3.2.2 cripple studs, n—less than full height studs above a
C 844 Specification for Application of Gypsum Base to
header or below a sill.
Receive Gypsum Veneer Plaster
2 3.2.3 framing members, n—studs joist, runners (tracks),
C 847 Specification for Metal Lath
bridging and bracing and related accessories.
C 954 Specification for Steel Drill Screws for the Applica-
3.2.4 header, n—the stud assembly or the track assembly, or
tion of Gypsum Board or Metal Plaster Bases to Steel
both, placed at a right angle to supporting studs that creates the
Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in
2 top of a framed opening.
Thickness
3.2.5 jack stud, n—a framing member which provides
C 955 Specification for Load-Bearing (Transverse and
support at the end of a header.
Axial) Steel Studs, Runners (Track), and Bracing or
3.2.6 panelized construction, n—fabrication of framing
Bridging for Screw Application of Gypsum Board and
members into an assembly prior to erection.
Metal Plaster Bases
This specification is under the jurisdiction of ASTM Committee C11 on
Gypsum and Related Building Materials and Systems and is the direct responsibility Available from the American Iron and Steel Institute, 1000 16th St., N.W.,
of Subcommittee C11.03 on Specifications for Application of Gypsum and Other Washington, DC 20036.
Products in Assemblies. Available from American Welding Society, 550 N.W. La Jeune Rd., Miami, FL
Current edition approved May 10, 2000. Published July 2000. Originally 33135.
{1 5
published as C 1007 – 83. Last previous edition C 1007 – 98 . Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700
Annual Book of ASTM Standards, Vol 04.01. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
C 1007
3.2.7 sill, n—the stud assembly or the track assembly, or 8.3 Allowance for vertical deflection of the structure shall
both, placed at a right angle to supporting studs that creates the be as required by the designer.
bottom of a framed opening. 8.4 Transversely loaded studs shall not be required to sit
3.2.8 transverse loads, n—those loads applied to a member squarely in tracks, but shall be attached to the tracks.
in a plane perpendicular to its major centroidal axis. 8.5 Axially loaded studs shall be fabricated with the studs
seated squarely, within ⁄16in. (2 mm) of the web portion of the
4. Storage of Materials
top and bottom tracks and shall be attached to the tracks.
4.1 Products shall be protected from adverse weather and 8.6 All axially loaded members shall be aligned vertically to
job site conditions that will cause any physical damage. allow for full transfer of the loads down to the foundation.
4.2 Materials shall be stored on a flat plane. Vertical alignment shall be maintained at floor/wall intersec-
4.3 Any damaged materials shall be removed from the job tions.
site immediately. 8.7 Bearing shall be provided under tracks to provide for
load transfer in axially loaded assembles.
5. Materials
8.8 All steel bared by fabrication and erection procedures
5.1 Framing members—Specification C 955. shall be touched up using zinc-rich paint on galvanized steel
framing members and paint equal to that used by the manu-
5.2 Zinc-rich paint—MIL-P-21035.
5.3 Steel drill screws—Specification C 954. Screws shall facturer on painted steel framing members.
8.9 Cutting and Splicing of Members:
have rust inhibitive coating suitable for the intended installa-
tion. 8.9.1 Cutting of steel framing members shall be accom-
plished with a saw or shear.
5.4 Power actuated drive pins—FF-P-395.
8.9.2 Torch cutting of framing members shall not be per-
6. Fastenings and Attachments
mitted.
6.1 Anchorage of the tracks to the structure shall be with 8.9.3 Splicing of axially loaded framing members shall not
be permitted.
methods designed for the specific application of sheet steel to
that surface. Size, penetration, type, and spacing shall be 8.9.4 Cutting of flanges in stud and joist framing members
shall not be permitted.
determined by design.
6.2 Welds shall conform to the requirements of AWS D1.1, 8.9.5 Cutting of additional holes other than those provided
by the manufacturer in framing members shall not be permit-
and AISI Manual, section E 2. Welds shall be butt, fillet, spot,
or groove type, the appropriateness of which shall be deter- ted.
8.10 Temporary bracing shall be provided and left in place
mined by, and within, the design calculations. All welds shall
be touched-up using zinc rich paint for galvanized members, until the work is permanently stabilized.
8.11 Bridging shall be of the size and type shown on the
and paint similar to that used by the manufacturer for painted
members. shop drawings and as called for in the design calculations. For
further description of the shop drawings see Annex A3.
6.3 Steel drill screws shall be of the minimum diameter
8.12 Header and Jack Stud Installation:
indicated by the design of that particular attachment detail.
8.12.1 Headers shall be installed in all openings in axially
Penetration through joined materials shall not be less than three
loaded walls that are larger than the stud spacing in that wall.
exposed threads.
6.4 Wire tying in structural applications shall not be permit-
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