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    NFPA 409H-2011 Standard on Aircraft Hangars Handbook.pdf

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    NFPA 409H-2011 Standard on Aircraft Hangars Handbook.pdf

    1、NFPA409Standard on Aircraft Hangars Handbook 2011409NFPA, 1 Batterymarch Park, Quincy, MA 02169-7471, USAAn International Codes and Standards OrganizationNFPA, 1 Batterymarch Park, Quincy, MA 02169-7471An International Codes and Standards OrganizationNFPA 409Standard on Aircraft HangarsAnnotated by

    2、Barry ChaseHandbook 2011Copyright 2013National Fire Protection AssociationOne Batterymarch Park Quincy, Massachusetts 02169-7471 All rights reserved. About this Handbook EditionThis PDF contains the complete 2011 edition of NFPA 409, Standard on Aircraft Hangars, annotated to assist the readers unde

    3、rstanding of the standards language and the intent behind it. The annotations are not part of the NFPA Standard but provide a valuable commentary reflecting the views, explanations, and insights of authors and contributors selected by the NFPA based on their knowledge of and experience with the stan

    4、dard.How to Navigate Between the Text of the Standard and the AnnotationsNavigate between code or standard text and annotations by using hyperlinked icons and code numbers.While in code or standard text, click on hyperlinked icon* to the left of the standard section to navigate to corresponding anno

    5、tations. Click on the hyperlinked annotative standard section number 1.1 to return to previous standard section.*Please note, only the sections featuring icons contain annotations.For longer blocks of annotations, it is recommended that you enable the back arrow func-tionality in Acrobats page navig

    6、ation menu, which will also allow you to return to the previous standard section.How to Ensure You Have the Most Up-to-Date Version of the NFPA StandardThe NFPA Standard, in the edition contained herein, is current as of the effective date designated at the time the standard was issued 2011. This Ha

    7、ndbook Edition does not, however, include errata, tentative interim amendments (TIAs), or formal interpretations (FIs) that may have been issued after the effective date. For all errata, TIAs, or FIs that may have been issued since the effective date, or for any new editions that may have superseded

    8、 this edition, please visit the “Document Information pages” link for the relevant NFPA Standard located in the “Codes email: stds_adminnfpa.org. For more information about NFPA, visit the NFPA website at www.nfpa.org.IMPORTANT NOTICES AND DISCLAIMERS CONCERNING THE (!.$“/+ EDITIONNotice and Disclai

    9、mer Concerning LiabilityNotice Concerning Interpretations Contained in the AnnotationsISBN: 978-1455904013Publication of this (ANDBOOKEdition is for the purpose of circulating information and opinion among those concerned for fire and electrical safety and related subjects. While every effort has be

    10、en made to achieve a work of high quality, neither the NFPAnor the contributors to this (ANDBOOKEdition guarantee the accuracy or completeness of or assume any liability in connec-tion with the information and opinions contained in this (ANDBOOK%dition. The NFPA and the contributors shall in no even

    11、t be liable for any personal injury, property, or other damages of any nature whatsoever, whether special, indirect, consequential, or compensatory, directly or indirectly resulting from the publication, use of, or reliance upon this (ANDBOOK EditioNThis (ANDBOOK Edition is published with the unders

    12、tanding that the NFPA and the contribu-tors to this (ANDBOOK Edition are supplying information and opinion but are not attempting to render engineering or other professional services. If such services are required, the assistance of an appropriate professional should be sought.NFPA codes, standards,

    13、 recommended practices, and guides (“NFPA Documents”), includ-ing the NFPA Document that is the subject of this (ANDBOOKEdition, are made available for usesubject to Important Notices and Disclaimers Concerning NFPA Documents, which are sepa-rately bookmarked and viewable in this (ANDBOOKEdition, an

    14、d which can also be viewed at www.nfpa.org/disclaimers.NFPA codes, standards, recommended practices, and guides (“NFPA Documents”), including the NFPA Document that is the subject of this (ANDBOOKEdition are developed in accordance with the published procedures of the NFPA by technical committees co

    15、mprised of volunteers drawn from a broad array of relevant interests. In this (ANDBOOKEdition the text of the NFPA Document is accompanied with annotations providing explanation and commentary on the meaning and intent of the Document. The annotations contained in this (ANDBOOK Edition are not a par

    16、t of the NFPA Document and do not constitute Formal Interpretations of the NFPA (which can be obtained only through requests processed by the responsible technical committees in accordance with the published procedures of the NFPA). The annotations, therefore, solely reflect the personal opinions of

    17、 the author or other contributors and do not necessarily represent the official position of the NFPA or its technical committees.Copyright 2010 National Fire Protection Association. All Rights Reserved.NFPA409Standard onAircraft Hangars2011 EditionThis edition of NFPA 409, Standard on Aircraft Hanga

    18、rs, was prepared by the TechnicalCommittee on Airport Facilities. It was issued by the Standards Council on July 2, 2010, withan effective date of July 22, 2010, and supersedes all previous editions.This edition of NFPA 409 was approved as an American National Standard on July 22, 2010.Origin and De

    19、velopment of NFPA 409The original fire protection recommendations for the construction and protection of airplanehangars were published by the National Board of Fire Underwriters (NBFU), now the AmericanInsurance Association, in 1930. Revisions were issued by the NBFU in 1931, 1943, 1945, and 1950.T

    20、he 1943, 1945, and 1950 editions were published as NBFU Pamphlet 85. In 1951, the NationalFire Protection Association organized a Committee on Aircraft Hangars, to which the NBFU andother interested groups lent their support. The NFPAs first standard on aircraft hangars wasadopted in 1954, and the N

    21、BFU adopted the same text, rescinding its 1950 standard. Revisionswere made in 1957 and 1958 by the NFPA committee. In 1959, a reorganization of the NFPAaviation activities resulted in the assignment of NFPA 409 to the Sectional Committee on AircraftHangars and Airport Facilities, which prepared the

    22、 1960, 1962, 1965, 1966, 1967, 1969, 1970,1971, 1972, 1973, and 1975 editions. In 1978, the sectional committee was reorganized as theTechnical Committee on Airport Facilities and completed a revision to NFPA 409. The documentunderwent extensive editorial revision and partial technical revision in 1

    23、984 and was again revisedin 1990 and 1995.For the 2001 edition, the fire protection requirements for Group I hangars were exten-sively revised, and new criteria were added for membrane-covered rigid-steel-frame-structurehangars.The 2004 edition of this standard was a partial revision.The 2011 editio

    24、n of this standard is also a partial revision. Criteria have been added toclarify where sprinklers are required for smaller hangars such as those used by general avia-tion entities. Unenforceable terms have also been removed to comply with the Manual of Stylefor NFPA Technical Committee Documents.40

    25、91NFPA and National Fire Protection Association are registered trademarks of the National Fire Protection Association, Quincy, Massachusetts 02169.Technical Committee on Airport FacilitiesJames R. Doctorman, ChairThe Boeing Company, KS UDennis C. Kennedy, Secretary (Alternate)Tyco/Ansul Incorporated

    26、, WI M(Alt. to Christy J. Marsolo)Michael E. Aaron, The RJA Group, Inc., IL SEDennis C. Banschbach, XL Global Asset ProtectionServices, IL IGene E. Benzenberg, Alison Control Inc., NJ MJ. Robert Boyer, GE Security, NJ MRep. National Electrical Manufacturers AssociationThomas G. Burk, Federal Express

    27、 Corporation, TN UDavid J. Burkhart, Code Consultants, Inc., MO SEJames Devonshire, Buckeye Fire Equipment Company,TX MScott Enides, S.R.I. Fire Sprinkler Corporation, NY MRep. National Fire Sprinkler AssociationElwin G. Joyce, II, Eastern Kentucky University, KY ERep. International Fire Marshals As

    28、sociationMichael J. Kemmis, Qantas Airways Limited,Australia URep. Fire Protection Association AustraliaKiran C. Kochhar, U.S. Army Corps of Engineers, VA UL. M. Krasner, FM Global, MA IKeith C. Kremkow, Marsh USA Inc., IL IRichard J. Louis, Port Authority of New York con-trols; control panels; auto

    29、matic and manual actuating mecha-nisms; all wiring, piping, and tubing; and all associated equip-ment that is used to actuate an extinguishing system.3.3.6 Fire Wall. A wall separating buildings or subdividing abuilding to prevent the spread of fire and having a fire resis-tance rating and structura

    30、l stability. 221, 20093.3.7 Foam-Water Deluge System. A foam-water sprinkler sys-tem employing open discharge devices, which are attached to apiping system that is connected to a water supply through a valvethat is opened by the operation of a detection system, which isinstalled in the same areas as

    31、 the discharge devices. When thisvalve opens, water flows into the piping system and dischargesfrom all discharge devices attached thereto. 16, 20074096 AIRCRAFT HANGARS2011 Edition3.3.8 Gross Wing Area. See 3.3.17, Wing Area.3.3.9 Hangar Building Cluster. A group of buildings withmore than one area

    32、 for the storage and servicing of aircraftand all attached or contiguous structures, or structures notseparated as specified in 8.3.1 of this standard, as appropriate.3.3.10 Hangar Fire Area. An area within an aircraft hangarsubject to loss by a single fire because of lack of internal sub-divisions

    33、as specified in Section 5.2 or 8.2 of this standard, asappropriate.3.3.11 Membrane Hangar. The flexible structural fabric orfilm that supports the imposed loads and transmits them tothe supporting structure. The membrane carries only tensionor shear in the plane of the membrane.3.3.12* Paint Hangar.

    34、 An aircraft hangar that is occupied pri-marily for the application of paint or other flammable or com-bustible liquids involving an entire aircraft or major portionsof an aircraft.3.3.13 Single Hangar Building. A building with one area forthe storage and servicing of aircraft and any attached, adjo

    35、in-ing, or contiguous structure, such as a lean-to, shop area, orparts storage area not separated as specified in Section 5.2 or8.2 of this standard, as appropriate.3.3.14 Tail Height. The maximum tail height as stated in air-craft manufacturers specifications.3.3.15 Unfueled Aircraft. An aircraft w

    36、hose fuel system hashad flammable or combustible liquid removed such that notank, cell, or piping contains more than one-half of 1 percentof its volumetric capacity.3.3.16 Weathered-Membrane Material. Membrane materialthat has been subjected to a minimum of 3000 hours in a weath-erometer in accordan

    37、ce with ASTM G 155, Standard Practice forOperating Xenon Arc Light Apparatus for Exposure of Non-Metallic Ma-terials, or approved equivalent.3.3.17 Wing Area. Total projected area of clean wing (no pro-jecting flaps, slats, and other items), including all control sur-faces and the area of the fusela

    38、ge bounded by the leading andtrailing edges projected to the centerline (inapplicable toslender-delta aircraft with extremely large leading-edge sweep-angle). Net area excludes projected areas of fuselage, nacelles,and other items.Chapter 4 Aircraft Hangar Groups4.1 Aircraft Hangar Classification. F

    39、or the purposes of thisstandard, aircraft hangars shall be classified as specified in4.1.1 through 4.1.4.4.1.1 Group I Aircraft Hangar. A Group I aircraft hangar shallhave at least one of the following features and operating con-ditions:(1) An aircraft access door height over 8.5 m (28 ft)(2) A sing

    40、le fire area in excess of 3716 m2(40,000 ft2)(3) Provision for housing an aircraft with a tail height over 8.5 m(28 ft)4.1.2 Group II Aircraft Hangar. A Group II aircraft hangarshall have both of the following features:(1) An aircraft access door height of 8.5 m (28 ft) or less(2) A single fire area

    41、 for specific types of construction in ac-cordance with Table 4.1.24.1.3* Group III Aircraft Hangar. A Group III hangar shallhave both of the following features:(1) An aircraft access door height of 8.5 m (28 ft) or less(2) A single fire area that measures up to the maximumsquare footage permitted f

    42、or specific types of construc-tion in accordance with Table 4.1.34.1.4 Group IV Aircraft Hangar. A Group IV aircraft hangarshall be a structure constructed of a membrane-covered rigidsteel frame.Chapter 5 Construction of Group I and Group IIAircraft Hangars5.1 Types of Construction.5.1.1* Group I ha

    43、ngars shall be either Type I or Type II con-struction in accordance with NFPA 220. Group II hangars shallbe constructed of any of the types of construction specified inNFPA 220 or any combination thereof.5.1.2* Mezzanines, tool rooms, and other enclosures withinaircraft storage and servicing areas s

    44、hall be constructed ofnoncombustible material or limited-combustible material asdefined in NFPA 220 in all hangars except those of Type V(111) and (000) construction.5.2 Internal Separations.5.2.1* Where aircraft storage and servicing areas are subdi-vided into separate fire areas, the separation sh

    45、all be by a fireTable 4.1.2 Fire Areas for Group II Aircraft HangarsSingle Fire Area (Inclusive)Type of Construction m2ft2Type I (443) and (332) 2,7873,716 30,00140,000Type II (222) 1,8583,716 20,00140,000Type II (111), Type III (211),and Type IV (2HH)1,3943,716 15,00140,000Type II (000) 1,1153,716

    46、12,00140,000Type III (200) 1,1153,716 12,00140,000Type V (111) 7433,716 8,00140,000Type V (000) 4653,716 5,00140,000Table 4.1.3 Maximum Fire Areas for Group III AircraftHangarsMaximum Single Fire AreaType of Construction m2ft2Type I (443) and (332) 2,787 30,000Type II (222) 1,858 20,000Type II (111)

    47、, Type III (211),and Type IV (2HH)1,394 15,000Type II (000) 1,115 12,000Type III (200) 1,115 12,000Type V (111) 743 8,000Type V (000) 465 5,0004097CONSTRUCTION OF GROUP I AND GROUP II AIRCRAFT HANGARS2011 Editionwall having not less than a 3-hour fire resistance rating. Any open-ings in such fire wa

    48、lls communicating directly between two air-craft storage and servicing areas shall be provided with a listed3-hour fire door or 3-hour shutter actuated from both sides of thewall. Where areas are of different heights, the tallest wall shallhave a fire resistance rating of not less than 3 hours.5.2.2

    49、 Where two or more aircraft storage and servicing areasconstituting separate fire areas are separated by continuousoffices, shops, and parts storage areas, one of the two wallsbetween the aircraft storage and servicing areas and the of-fices, shops, and parts storage areas shall comply with 5.2.1.The other wall shall comply with 5.2.3.5.2.3* Partitions and ceilings separating aircraft storage andservicing ar


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