
【国外标准】 Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
本网站 发布时间:
2024-02-28
开通会员免费在线看70000余条国内标准,赠送文本下载次数,单本最低仅合13.3元!还可享标准出版进度查询、定制跟踪推送、标准查新等超多特权!  
查看详情>>

适用范围:
This specification covers the minimum requirements for the installation of interior nonstructural steel framing and furring members designed to receive screw-attached gypsum panel products. Details of construction for a specific assembly to achieve the required fire resistance shall be obtained from reports of fire-resistance tests, engineering evaluations, or listings from recognized fire testing laboratories. Each element of the assembly, that is, the studs, runners, rigid furring channels, tie wires, hanger wires, grid suspension systems (consisting of the main beam, cross furring members, and rod and flat hangers) shall be manufactured in the specified dimensions. Specified installation procedures for the metal framing, which includes the runners, studs, chase wall partitions, rigid furring channels, wall furring-bracket systems, and soffits, are detailed thoroughly. Installation requirements for the suspended and furred ceilings, including the main runners, flat hangers and inserts, wood constructions, furring members, rigid furring channels, and grid suspension systems, are discussed methodically as well.1.1 This specification covers the minimum requirements for the installation of interior nonstructural steel framing and furring members designed to receive screw-attached gypsum panel products. The steel framing and furring members covered in this specification are limited to those complying with Specification C645.1.2 Details of construction for a specific assembly to achieve the required fire resistance, sound or acoustic rating shall be obtained from reports of fire-resistance tests, engineering evaluations, or listings from recognized fire testing, sound or acoustic laboratories.1.3 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.1.4 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.
标准号:
ASTM C754-20
标准名称:
Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
英文名称:
Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products标准状态:
Active-
发布日期:
-
实施日期:
出版语种:
- 推荐标准
- ANSI X9.100-20-2021 Magnetic Ink Character Recognition - Printing MICR Characters
- AS 1038.20-1992 Coal and coke - Analysis and testing Higher rank coal - Hardgrove grindability index
- AS 1038.20-2002 (R2013) Coal and coke - Analysis and testing Higher rank coal - Hardgrove grindability index
- AS 1085.20-2006 Railway track material Welding of steel rail
- AS 1141.20-1982 Methods for sampling and testing aggregates Average least dimension of aggregate by direct measurement
- AS 1180 (Pt 9A to 9C)-1973 Methods of test for hose made from elastomeric materials - Third Group Methods 9A, 9B, 9C
- AS 1678.3C1-1987 Emergency procedure guide - Transport Group text EPGs for Class 3 substances - Flammable liquids - Flammable liquid of lesser hazard
- AS 1684.3 C1 Supp 1-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 1: Timber framing span tables - Wind classification C1 - Seasoned softwood - Stress Grade F5 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 10-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 10: Timber framing span tables - Wind classification C1 - Unseasoned softwood - Stress Grade F5 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 11-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 11: Timber framing span tables - Wind classification C1 - Unseasoned softwood - Stress Grade F7 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 12-2010 Residential timber-framed construction Cyclonic areas - C1 Supplement 12: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F8 (Supplement to AS 1684.3-2010)
- AS 1684.3 C1 Supp 13-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 13: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F11 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 14-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 14: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F14 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 15-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 15: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F17 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 15-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 15: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F17 (Supplement to AS 1684.3-2006)