GA 610-2013_en FIRE RESISTANCE PROVIDED BY GYPSUM BOARD MEMBRANE PROTECTION《》.pdf
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1、Printed in U.S.A. Copyright Gypsum Association 2013. All rights reserved. This document may be revised or withdrawn from circulation at any time. The status of the document should be verified by the user prior to following any recommendations contained herein. To verify that you have the most curren
2、t edition of the document, access the Gypsum Association website at: www.gypsum.org. FIRE RESISTANCE PROVIDED BY GYPSUM BOARD MEMBRANE PROTECTION (GA-610-13) Introduction Dividing buildings into distinct fire-protected areas is typically accomplished by providing fire-resistance rated separations be
3、tween those areas. This type of separation is easily achieved by the use of gypsum board applied to either wood or steel framing members. These fire-rated separations are usually provided as total assemblies, consisting of the structural member, the gypsum board and structural flooring material (if
4、a floor/ceiling assembly). Listings of many fire-rated assemblies or Designs are found in the GA-600, UL Fire Resistance Directory, etc. However, often no fire-rated assembly exists to match a particular configuration to be built. This is often the case for retrofit work, but may also occur in new c
5、onstruction. In this case all of the fire resistance may be provided by a gypsum board “membrane”; typically several layers of fire-rated (type X) gypsum board. Fire Tests and Finish or Membrane Ratings The finish rating is derived from the same test method (ASTM E119 or CAN/ULC S101) that establish
6、es fire-resistance ratings for systems. The finish rating is the time necessary for an average rise in temperature of 250F (139C), or a maximum rise of 325F (180C), as measured on the face of the wood (i.e., framing) nearest the fire. In a gypsum board system, this is the time required for the back
7、(unexposed) surface of the gypsum board to reach one of the limiting conditions as defined above. Finish ratings have been established for most fire-resistance rated systems that incorporate combustible (i.e., wood) framing components. In gypsum board construction, the finish rating can be determine
8、d to be the fire-resistance rating provided by the gypsum board membrane on the fire exposed side. While the use of finish rating data is a common and generally accepted practice to validate and document the required fire resistance of a membrane, its use must be approved by the authority having jur
9、isdiction. When to Use a Membrane Rating Fire tests on floor-ceiling systems are historically conducted with fully loaded solid-sawn nominal 2x10 (38x235 mm) floor framing. Hundreds of fire tests were conducted prior to the development of engineered wood trusses, wood I-joists, and lightweight steel
10、 joists. In certain types of new construction, it may be neither practical nor economical to use the type of structural components found in tested and listed systems. In addition, engineered systems taking into account the actual loads and spans enable designers to specify systems that may not requi
11、re 2x10 (38x235 mm) joists. These engineered systems often specify smaller dimension lumber, wood trusses, wood I-joists, other engineered lumber products, steel channel joists, or other materials as the structural framing. The effect of using smaller lumber sizes where shorter spans and lower loads
12、 are encountered has not been documented by full-scale tests. Due to the larger size of the test specimen required in the ASTM E119 and CAN/ULC S101 fire test method, it may not be possible to evaluate such designs by full scale tests. Retrofit construction often presents unique situations for desig
13、ners, contractors, and building officials. Upgrading existing walls or floor-ceiling systems may involve limited access to the space or the presence of construction materials that may not be used in any currently available tested or listed system. When it is not possible to construct a specific test
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