ASTM C1007-11a
(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:C1007 −11a
StandardSpecification for
Installation of Load Bearing (Transverse and Axial) Steel
1
Studs and Related Accessories
This standard is issued under the fixed designation C1007; 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* 2.2 American Iron and Steel Institute Publication (AISI):
S100 North American Specification for the Design of Cold-
1.1 This specification covers the installation and erection
3
Formed Steel Structural Members – 2007 Edition
requirements for load bearing (transverse and axial) steel studs
2.3 American Welding Society Documents (AWS):
and related accessories 0.0329 in. (0.836 mm) to 0.1120 in.
4
D1.3 Specification for Welding Sheet Steel in Structures
(2.845 mm) thick.
2.4 Military Specification:
1.2 The values stated in inch-pound units are to be regarded
MIL-P-21035 Paint, High Zinc Dust Content, Galvanizing
5
as standard. The values given in parentheses are mathematical
Repair
conversions to SI units that are provided for information only
2.5 Federal Specification:
and are not considered standard.
FF-P-395 Pin, Drive, Guided and Pin Drive, Power Actu-
1.3 The text of this standard references notes and footnotes ated Fasteners for Power Actuated and Hand Actuated
5
Fastening Tools
which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered AISI COSP Code of Standard Practice for Cold-Formed
5
Steel Structural Framing – 2006 Edition
as requirements of the standard.
3. Terminology
2. Referenced Documents
2
3.1 Definitions shall be in accordance with Terminology
2.1 ASTM Standards:
C11.
C11 Terminology Relating to Gypsum and Related Building
Materials and Systems
3.2 Definitions of Terms Specific to This Standard:
C841 Specification for Installation of Interior Lathing and
3.2.1 axial loads, n—those loads applied to a member in the
Furring
same plane as its major centroidal axis.
C954 SpecificationforSteelDrillScrewsfortheApplication
3.2.2 cripple studs, n—less than full height studs above a
of Gypsum Panel Products or Metal Plaster Bases to Steel
header or below a sill.
Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in
3.2.3 framing members, n—studs joist, runners (tracks),
Thickness
bridging and bracing and related accessories.
C955 Specification for Load-Bearing (Transverse andAxial)
3.2.4 header, n—the stud assembly or the track assembly, or
Steel Studs, Runners (Tracks), and Bracing or Bridging
both, placed at a right angle to supporting studs that creates the
for Screw Application of Gypsum Panel Products and
top of a framed opening.
Metal Plaster Bases
C1063 Specification for Installation of Lathing and Furring
3.2.5 jack stud, n—a framing member which provides sup-
to Receive Interior and Exterior Portland Cement-Based
port at the end of a header.
Plaster
3.2.6 panelized construction, n—fabrication of framing
members into an assembly prior to erection.
1 3.2.7 sill, n—the stud assembly or the track assembly, or
This specification is under the jurisdiction of ASTM Committee C11 on
Gypsum and Related Building Materials and Systems and is the direct responsibility both, placed at a right angle to supporting studs that creates the
ofSubcommitteeC11.03onSpecificationsfortheApplicationofGypsumandOther
bottom of a framed opening.
Products in Assemblies.
Current edition approved Aug. 1, 2011. Published Septemeber 2011. Originally
3
approved in 1983. Last previous edition approved in 2011 as C1007 – 11. DOI: Available from American Iron and Steel Institute (AISI), 1140 Connecticut
10.1520/C1007-11A. 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 Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700
the ASTM website. 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
1
---------------------- Page: 1 ----------------------
C1007−11a
3.2.8 transverse loads, n—those loads applied to a member 8.5 Axially loaded studs shall be fabricated with the studs
1
in a plane perpendicular to its major centroidal axis. seated squarely within ⁄8 in. (3 mm)
...
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:C1007–11 Designation: C1007 – 11a
Standard Specification for
Installation of Load Bearing (Transverse and Axial) Steel
1
Studs and Related Accessories
This standard is issued under the fixed designation C1007; 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.
1.2 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:
C11 Terminology Relating to Gypsum and Related Building Materials and Systems
C841 Specification for Installation of Interior Lathing and Furring
C954 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
C955 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
C1063 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):
3
S100 North American Specification for the Design of Cold-Formed Steel Structural Members – 2007 Edition
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, Guided and Pin Drive, PowerActuated Fasteners for PowerActuated and HandActuated Fastening Tools
5
Pin, Drive, Guided and Pin Drive, Power Actuated Fasteners for Power Actuated and Hand Actuated Fastening Tools
5
AISI COSP Code of Standard Practice for Cold-Formed Steel Structural Framing – 2006 Edition
3. Terminology
3.1 Definitions shall be in accordance with Terminology C11.
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.
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.
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 May 15,Aug. 1, 2011. Published JuneSeptemeber 2011. Originally approved in 1983. Last previous edition approved in 20082011 as
C1007–08a.C1007 – 11. DOI: 10.1520/C1007-11A.
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), 1140 Connecticut Ave., NW, Suite 705, Washington, DC 20036, http://www.steel.org.
4
Available from 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 – 11a
3.2.5 jack stud, n—a framing member which provides support at the end of a header.
3.2.6 paneli
...
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