UFC 4-211-01N CHANGE 3-2009 AIRCRAFT MAINTENANCE HANGARS TYPE I TYPE II AND TYPE III.pdf
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1、UFC 4-211-01N 25 October 2004 Change 3, 16 December 2009 UNIFIED FACILITIES CRITERIA (UFC) AIRCRAFT MAINTENANCE HANGARS: TYPE I, TYPE II AND TYPE III APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-
2、UFC 4-211-01N 25 October 2004 Change 3, 16 December 2009 UNIFIED FACILITIES CRITERIA (UFC) AIRCRAFT MAINTENANCE HANGARS: TYPE I, TYPE II AND TYPE III Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the per
3、mission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity) AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by 1 . /1/) Change No. Date Location Change 1 1 June 2006 Additional Fabric Door criteria and refer
4、ence edits added throughout. Change 2 03 Aug 2007 Corrected foreword Change 3 16 Dec 2009 Document reformatted, requirements language incorporated. Added new hangar type. Incorporated ITG FY05-01 This UFC supersedes (in part) Military Handbook 1028/1C, dated 1 April 1999. Provided by IHSNot for Resa
5、leNo reproduction or networking permitted without license from IHS-,-,-UFC 4-211-01N 25 October 2004 Change 3, 16 December 2009 FOREWORD The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization
6、 criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT the hangar bay (OH space), the Shop/Maintenance Area (O1 level); and the Squadron Administration and Operations area (O2 level). The levels are designations from shipboard
7、 levels and are not specific to the hangar design. The hangar bay provides “O” level maintenance to aircraft within the hangar bay. O level maintenance includes removing engines, changing tires, etc. Layout of this space is determined by the planning documents for the module configuration identified
8、. The net area of the hangar bay is defined in the module layout and is considered a fixed area. The hangar bay may not be increased in size nor shall the dimensions be modified. Hangar configurations, including heights are provided to allow for maximum flexibility in accommodating all of the existi
9、ng and proposed aircraft in the Naval Aviation Fleet. Modifications shall not1-4.1.1 Type I Hangar. be made to any hangar bay module without approval from Naval Facilities Engineering Command Atlantic, Capital Improvements Criteria and Programs Office (CIENG), Naval Air Systems Command (NAVAIR) or C
10、ommander Naval Installations (CNI). Additionally, Marine Corps hangar bay configurations may be modified by Headquarters, USMC (LF). A Type I maintenance hangar is primarily designed for carrier aircraft, but is adaptable to meet requirements for rotary wing and various types of smaller aircraft. Th
11、e O1 and O2 level spaces in this type of hangar are configured for a typical strike fighter squadron, two carrier airborne early warning squadrons, or a helicopter antisubmarine warfare squadron. The Type I hangar bay module is 210 (64.01 meters) wide by 95 (28.96 meters) deep. Clear heights and oth
12、er specific hangar bay requirements are indicated on Appendix E. All Type I hangars shall have one bridge crane per module. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-211-01N 25 October 2004 Change 3, 16 December 2009 3 1-4.1.2 Type II Han
13、gar. A Type II hangar is primarily provided for US Marine Corps Aviation. The hangar is designed to accommodate CH-53 Helicopters, V-22 Ospreys and C-130 Hercules aircraft. This type of hangar may also accommodate Navy versions of the C-130, V-22 and H-53 aircraft. The type II hangar bay module is 1
14、19 feet (36.27 meters) deep by 325 feet (99.06 meters) wide. Clear heights are as indicated in Appendix E All Type II hangars shall have one bridge crane per module. 1-4.1.3 Type III Hangar. A Type III maintenance hangar is principally designed for land based patrol and large transport aircraft. The
15、 Type III hangar module is 165 feet (50.29 meters) deep by 165 feet (50.29 meters) wide. Clear heights are as indicated in Appendix E. Type III hangars are not authorized to have a bridge crane. 1-4.2 Hangar Bays. See Appendix E for specific hangar bay requirements. Selection of hangar type shall be
16、 based on aircraft characteristics. See Appendix C for aircraft characteristics. Additional data may be obtained from the Aircraft Characteristics Database at http:/ 1-4.3 Other Aircraft Facilities. Criteria for the design of paint and corrosion control hangars and other aircraft facilities are cont
17、ained in UFC 4-211-02N. 1-4.4 Other Services Hangar Facilities. For Army or Air Force hangars, use UFC 3-260-01, Airfield and Heliport Planning and Design, and specific direction provided by the respective headquarters command. 1-4.5 General Building Requirements. General building requirements can b
18、e found in UFC 1-200-01, General Building Requirements. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-211-01N 25 October 2004 Change 3, 16 December 2009 4 CHAPTER 2: PLANNING AND LAYOUT 2-1 GENERAL. 2-1.1 Conflicts in Criteria. Where the gene
19、ral discipline criteria contained on the NAVFAC Design Build Master (NDBM) website conflicts with criteria contained herein for hangars, this UFC controls. 2-1.2 Supplemental Design Criteria. Refer to DoD page at WBDG website (http:/dod.wbdg.org) for supporting and general discipline criteria that a
20、lso applies to hangar design. 2-1.3 Design Constraints at Airfields. During the planning and design of hangars, the effect that the new facility will have on any existing facilities must be investigated. It is imperative that the new hangar does not obstruct the sightline of the Air Traffic Control
21、Tower to the runways or taxiways. Furthermore, planners and designers must be aware of the various imaginary surfaces around the airfield which may constrain the height and/or location of any new facility. Planners and designers must also be aware that airfield constraints will impact construction a
22、ctivities. Temporary waivers for construction equipment and activity are generally available on a short term basis, such as for the lifetime of a construction project, there is the potential for significant impacts to a project, both in cost and schedule, and should be thoroughly researched in advan
23、ce. 2-1.4 Specific Building Requirements. Closely consult aircraft maintenance officers of shore activities from project definition through the entire design effort of any project related to the construction, repair, or modernization of aircraft organizational and intermediate facilities (refer to V
24、olume 1 of OPNAVINST 4790.2). This ensures that technical requirements for specific aircraft maintenance and testing procedures as outlined in Naval Air (NAVAIR) technical manuals receive proper consideration in the design of these facilities. Specific aircraft data can be obtained from the Aircraft
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