ASTM C1007-08
(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
ABSTRACT
This specification covers the installation and erection requirements for load bearing (transverse and axial) steel studs and related accessories. Materials requirements for framing members, zinc-rich paint, steel drill screws, and power actuated drive pins are also covered in this specification. Products shall be protected from adverse weather and job site conditions that will cause any physical damage. Materials shall be stored on a flat plane, and any damaged materials shall be removed from the job site immediately. Materials fastening, attachment, and tolerances shall conform to the requirements covered in this specification. Methods of material construction shall be either stick built or panelized. For panelized construction, panels shall be designed to resist all construction and handling loads as well as live loads. Handling and lifting of prefabricated panels shall not cause permanent distortion in any member or collateral material, and all stud-to-track connections shall be installed prior to hoisting the panel. Attachment of the panel to the structure shall be as shown on the design drawings, and all panels shall be aligned to provide continuity of any wall/floor surface. For stick built (non-panelized) members, tracks shall be aligned accurately at supporting structure and shall be fastened to the structure. Track intersections shall butt evenly, and doors, windows, and other items installed in the wall shall be securely anchored to the wall by means of clips, angles, screws, bolts, etc.
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 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.3 The text of this standard references notes and footnotes which 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 – 08
Standard Specification for
Installation of Load Bearing (Transverse and Axial) Steel
1
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 (ϵ) indicates an editorial change since the last revision or reapproval.
1. Scope* 2.2 American Iron and Steel Institute Publication (AISI):
Cold-Formed Steel Design Manual: Specifications for the
1.1 This specification covers the installation and erection
Design of Cold-Formed Steel Structural Members,
requirements for load bearing (transverse and axial) steel studs
3
1986 Revision and 1989 addendum
and related accessories 0.0329 in. (0.836 mm) to 0.1120 in.
2.3 American Welding Society Documents (AWS):
(2.845 mm) thick.
4
D1.3 Specification for Welding Sheet Steel in Structures
1.2 The values stated in inch-pound units are to be regarded
2.4 Military Specification:
as standard. The values given in parentheses are mathematical
MIL-P-21035 Paint, High Zinc Dust Content, Galvanizing
conversions to SI units that are provided for information only
5
Repair
and are not considered standard.
2.5 Federal Specification:
1.3 The text of this standard references notes and footnotes
FF-P-395 Pin, Drive, Guided and Pin Drive, Power Actu-
which provide explanatory material. These notes and footnotes
ated Fasteners for Power Actuated and Hand Actuated
(excluding those in tables and figures) shall not be considered
5
Fastening Tools
as requirements of the standard.
3. Terminology
2. Referenced Documents
2
3.1 Definitions shall be in accordance with Terminology
2.1 ASTM Standards:
C11C11.
C11 TerminologyRelatingtoGypsumandRelatedBuilding
3.2 Definitions of Terms Specific to This Standard:
Materials and Systems
3.2.1 axial loads, n—those loads applied to a member in the
C841 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
C954 Specification for Steel Drill Screws for the Applica-
header or below a sill.
tion of Gypsum Panel Products or Metal Plaster Bases to
3.2.3 framing members, n—studs joist, runners (tracks),
Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84
bridging and bracing and related accessories.
mm) in Thickness
3.2.4 header, n—thestudassemblyorthetrackassembly,or
C955 Specification for Load-Bearing (Transverse and
both, placed at a right angle to supporting studs that creates the
Axial) Steel Studs, Runners (Tracks), and Bracing or
top of a framed opening.
Bridging for ScrewApplication of Gypsum Panel Products
3.2.5 jack stud, n—a framing member which provides
and Metal Plaster Bases
support at the end of a header.
C1063 Specification for Installation of Lathing and Furring
3.2.6 panelized construction, n—fabrication of framing
to Receive Interior and Exterior Portland Cement-Based
members into an assembly prior to erection.
Plaster
3.2.7 sill, n—the stud assembly or the track assembly, or
both, placed at a right angle to supporting studs that creates the
1
This specification is under the jurisdiction of ASTM Committee C11 on
bottom of a framed opening.
Gypsum and Related Building Materials and Systems and is the direct responsibility
ofSubcommitteeC11.03onSpecificationsfortheApplicationofGypsumandOther
Products in Assemblies.
3
Current edition approved Sept. 1, 2008. Published September 2008. Originally Available from American Iron and Steel Institute (AISI), 1140 Connecticut
approved in 1983. Last previous edition approved in 2004 as C 1007 – 04. Ave., NW, Suite 705, Washington, DC 20036, http://www.steel.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from American Welding Society (AWS), 550 NW LeJeune Rd.,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Miami, FL 33126, http://www.aws.org.
5
Standards volume information, refer to the standard’s Document Summary page on AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
the ASTM website. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
*ASummary 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.
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C1007–08
3.2.8 transverse loads, n—those loads applied to a member 8.4 Transversely loaded studs shall not be required to sit
in a plane perpendicular to its major centroidal axis. squarely in tracks, but shall be attached to the tracks.
8.5 Axially loaded studs shall be fabricated with the studs
1
4. Storage of M
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:C1007–04 Designation: C 1007 – 08
Standard Specification for
Installation of Load Bearing (Transverse and Axial) Steel
1
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 (´) indicates an editorial change since the last revision or reapproval.
1. 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.
1.2Values 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.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of the standard.
2. Referenced Documents
2
2.1 ASTM Standards:
C 11 Terminology Relating to Gypsum and Related Building Materials and Systems
C 841 Specification for Installation of Interior Lathing and Furring
C 954 Specification for Steel Drill Screws for theApplication of Gypsum Panel Products or Metal Plaster Bases to Steel Studs
from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness
C 955 Specification for Load-Bearing (Transverse andAxial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw
Application of Gypsum Panel Products and Metal Plaster Bases
C 1063 Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster
2.2 American Iron and Steel Institute Publication (AISI):
Cold-Formed Steel Design Manual: Specifications for the Design of Cold-Formed Steel Structural Members, 1986 Revision
3
and 1989 addendum
2.3 American Welding Society Documents (AWS):
4
D1.3 Specification for Welding Sheet Steel in Structures
2.4 Military Specification:
5
MIL-P-21035 Paint, High Zinc Dust Content, Galvanizing Repair
2.5 Federal Specification:
5
FF-P-395 Pin,Drive,GuidedandPinDrive,PowerActuatedFastenersforPowerActuatedandHandActuatedFasteningTools
3. Terminology
3.1 Definitions shall be in accordance with Terminology C 11.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 axial loads, n—those loads applied to a member in the same plane as its major centroidal axis.
3.2.2 cripple studs, n—less than full height studs above a header or below a sill.
3.2.3 framing members, n—studs joist, runners (tracks), bridging and bracing and related accessories.
1
This specification is under the jurisdiction of ASTM Committee C11 on Gypsum and Related Building Materials and Systems and is the direct responsibility of
Subcommittee C11.03 on Specifications for the Application of Gypsum and Other Products in Assemblies.
Current edition approved MaySept. 1, 2004.2008. Published May 2004.September 2008. Originally approved in 1983. Last previous edition approved in 20002004 as
C 1007 – 004.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Iron and Steel Institute (AISI), 1101 17th St., NW, Suite 1300, Washington, DC 20036.
3
Available from American Iron and Steel Institute (AISI), 1140 Connecticut Ave., NW, Suite 705, Washington, DC 20036, http://www.steel.org.
4
Available from The American Welding Society (AWS), 550 NW LeJeune Rd., Miami, FL 33126, http://www.aws.org.
5
Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
*ASummary 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.
1
---------------------- Page: 1 ----------------------
C1007–08
3.2.4 header, n—the stud assembly or the track assembly, or both, placed at a right angle to supporting studs that creates the
top of a framed opening.
3.2.5 jac
...
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