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.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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Publication Date
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Standards Content (Sample)

This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: C1007 −20
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* C955 Specification for Cold-Formed Steel Structural Fram-
ing Members
1.1 This specification covers the installation and erection
C1063 Specification for Installation of Lathing and Furring
requirements for load bearing (transverse and axial) steel studs
to Receive Interior and Exterior Portland Cement-Based
and related accessories 0.0329 in. (0.836 mm) to 0.1120 in.
Plaster
(2.845 mm) thick.
3
2.2 AISI Standards:
1.2 The values stated in inch-pound units are to be regarded
AISI S100 North American Specification for the Design of
as standard. The values given in parentheses are mathematical
Cold-Formed Steel Structural Members
conversions to SI units that are provided for information only
AISI S202 Code of Standard Practice for Cold-Formed Steel
and are not considered standard.
Structural Framing
1.3 The text of this standard references notes and footnotes AISI S240 NorthAmerican Standard for Cold-Formed Steel
which provide explanatory material. These notes and footnotes Structural Framing
4
(excluding those in tables and figures) shall not be considered
2.3 American Welding Society (AWS) Documents:
as requirements of the standard.
D1.3 Specification for Welding Sheet Steel in Structures
5
2.4 Military Specification:
1.4 This international standard was developed in accor-
MIL-P-21035 Paint, High Zinc Dust Content, Galvanizing
dance with internationally recognized principles on standard-
Repair
ization established in the Decision on Principles for the
5
2.5 Federal Specification:
Development of International Standards, Guides and Recom-
FF-P-395 Pin, Drive, Guided and Pin Drive, Power Actu-
mendations issued by the World Trade Organization Technical
ated Fasteners for Power Actuated and Hand Actuated
Barriers to Trade (TBT) Committee.
Fastening Tools
2. Referenced Documents
3. Terminology
2
2.1 ASTM Standards:
3.1 Definitions shall be in accordance with Terminology
C11 Terminology Relating to Gypsum and Related Building
C11.
Materials and Systems
C841 Specification for Installation of Interior Lathing and 3.2 Definitions of Terms Specific to This Standard:
3.2.1 axial loads, n—those loads applied to a member in the
Furring
C954 SpecificationforSteelDrillScrewsfortheApplication same plane as its major centroidal axis.
of Gypsum Panel Products or Metal Plaster Bases to Steel
3.2.2 cripple studs, n—less than full height studs above a
Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in
header or below a sill.
Thickness
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
1
This specification is under the jurisdiction of ASTM Committee C11 on
both, placed at a right angle to supporting studs that creates the
Gypsum and Related Building Materials and Systems and is the direct responsibility
top of a framed opening.
ofSubcommitteeC11.03onSpecificationsfortheApplicationofGypsumandOther
Products in Assemblies.
Current edition approved May 1, 2020. Published May 1, 2020. Originally
3
approved in 1983. Last previous edition approved in 2015 as C1007 – 11a (2015). Available from American Iron and Steel Institute (AISI), 25 Massachusetts
DOI: 10.1520/C1007-20. Ave., NW, Suite 800, Washington, DC 20001, 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.
*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 − 20
3.2.5 jack stud, n—a framing member which provides sup- 8.2 Stud to track connections shall be designed to meet or
port at the end of a header. exceed the design loads requir
...

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 − 11a (Reapproved 2015) C1007 − 20
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.
1.4 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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 the Application 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 Cold-Formed Steel Structural Framing Members
C1063 Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster
3
2.2 American Iron and Steel Institute Publication (AISI):AISI Standards:
AISI S100 North American Specification for the Design of Cold-Formed Steel Structural Members—2012 EditionMembers
AISI S202 Code of Standard Practice for Cold-Formed Steel Structural Framing—2011 EditionFraming
AISI S240 North American Standard for Cold-Formed Steel Structural Framing
4
2.3 American Welding Society Documents (AWS):(AWS) Documents:
D1.3 Specification for Welding Sheet Steel in Structures
5
2.4 Military Specification:
MIL-P-21035 Paint, High Zinc Dust Content, Galvanizing Repair
5
2.5 Federal Specification:
FF-P-395 Pin, Drive, Guided and Pin Drive, Power Actuated Fasteners for Power Actuated and Hand Actuated Fastening Tools
3. Terminology
3.1 Definitions shall be in accordance with Terminology C11.
3.2 Definitions of Terms Specific to This Standard:
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 Oct. 1, 2015May 1, 2020. Published October 2015May 1, 2020. Originally approved in 1983. Last previous edition approved in 20112015 as
C1007 – 11a.C1007 – 11a (2015). DOI: 10.1520/C1007-11AR15.10.1520/C1007-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM 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 Connecticut25 Massachusetts Ave., NW, Suite 705,800, Washington, DC 20036,20001, 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.
*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 − 20
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), bri
...

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