Advisory Of Transportation Circular AC No.

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AdvisoryCircularU.S. Departmentof TransportationFederal AviationAdministrationSubject: Aircraft Rescue and FireFighting (ARFF) TrainingFacilitiesDate: 9/30/2010Initiated by: AAS-100AC No.: 150/5220-17BChange:1. PURPOSE. This advisory circular (AC) provides guidance on the design, construction, andoperation of aircraft rescue and fire fighting (ARFF) training facilities.2. SCOPE. This AC contains information of ARFF training facilities that are both permanentand mobile, and utilize a flammable liquid hydrocarbon (FLH) or propane as a fuel.3. APPLICATION. The Federal Aviation Administration (FAA) recommends the guidanceand specifications in this AC for the design, construction, and operation of an ARFF trainingfacility. In general, use of this AC is not mandatory. However, use of this AC is mandatory forthe design, construction, and operation of ARFF training facilities funded through the AirportImprovement Program (AIP) or the Passenger Facility Charge (PFC) Program. See GrantAssurance No. 34, Policies, Standards, and Specifications, and PFC Assurance No. 9, Standardsand Specifications.4. CANCELLATION. This AC cancels AC 150/5220-17A, dated January 31, 1992, includingChange 1, dated November 24, 1998.5. PRINCIPAL CHANGES.a. This version uses a new format and numbering system in order to conform to current ACformatting conventions.b. Required elements for the mobile ARFF trainer have been modified to improve safety,reduce costs, and improve overall ease of use.c. The alternate sizing provisions (using agent application and apparatus discharge rates)have been removed.d. Referenced standards have been revised.

AC 150/5220-17B9/30/20106. COMMENTS OR SUGGESTIONS for improvements to this AC should be sent to:Manager, Airport Engineering Division (AAS-100)ATTN: ARFF TRAINING FACILITYFederal Aviation Administration800 Independence Avenue, S.W.Washington, D.C. 20591Michael J. O'DonnellDirector of Airport Safety and Standardsii

9/30/2010AC 150/5220-17BTABLE OF CONTENTSCHAPTER 1.TERMINOLOGY AND REFERENCES .11.1. DEFINITIONS. .11.2. ACRONYMS AND TERMS. .11.3. APPLICABLE DOCUMENTS. .2CHAPTER 2.DESIGN PRINCIPLES .72.1. GENERAL. .72.2. SYSTEM DESCRIPTION. .72.3. SYSTEM COMPONENTS. .82.4. CRITICAL FIRE AREAS. .9CHAPTER 3.FACILITY DESIGN AND SELECTION .113.1. GENERAL .113.2. BURN AREA. .113.3. VEHICLE MANEUVERING AREA. .133.4. AIRCRAFT MOCK-UP. .143.5. CONTROL STATION. .183.6. FUELS. . .223.7. ADDITIONAL SYSTEM CONSIDERATIONS.24CHAPTER 4.OPERATIONAL STANDARDS.274.1. GENERAL. .274.2. BURN AREA. .274.3. VEHICLE MANEUVERING AREA. .334.4. AIRCRAFT MOCKUP. .354.5. CONTROL STATION. .404.6. SUPPORT SYSTEMS.41CHAPTER 5.CONSTRUCTION MATERIAL STANDARDS .595.1. STRUCTURAL STEEL .595.2. CAST-IN-PLACE CONCRETE.595.3. REFRACTORY CONCRETE .605.4. FLEXIBLE MEMBRANE LINER .615.5. DRAINAGE FLOW NET .635.6. GEOTEXTILE FILTER FABRIC. .635.7. PIPING DISTRIBUTION SYSTEMS. .645.8. STORAGE TANKS. .65APPENDIX A. FIRE TRAINING SCENARIOS .67APPENDIX B. ADDITIONAL SYSTEM STANDARDS. .73iii

AC 150/5220-17B9/30/2010LIST OF FIGURESFigure 2-1. Basic components of a fire training facility . 8Figure 2-2. The critical fire areas. 9Figure 3-1. Example of an aircraft mock-up. 15Figure 3-2. Example location of a control center . 19Figure 4-1. Example of a concrete burn area structure (not to scale) . 29Figure 4-2. Example of a flexible membrane liner burn area structure (not to scale) . 30Figure 4-3. Metal material selection guide for mock-ups (reprint from NFPA) . 37Figure 4-4. Example of an FLH storage tank, pump, supply piping, and independent zonaldelivery network . 43Figure 4-5. Example of a fuel/water delivery network with four independent delivery zones . 53LIST OF TABLESTable 3-1.Table 3-2.Table 3-3.Table 4-1.ivBurn area structures as a function of airport ARFF index. 12Dimensions – operational mock-up. 17Dimensions – packaged mock-up. 17Example gradation of backfill material for berm and adjoining inner ring section . 35

9/30/2010AC 150/5220-17BCHAPTER 1.TERMINOLOGY AND REFERENCES1.1. DEFINITIONS.a. Air Operations Area (AOA). All airport areas where aircraft can operate, either undertheir own power or while in tow. The AOA includes runways, taxiways, apron areas, and allunpaved surfaces within the airport’s perimeter fence.b. Airport Apron (or Ramp). A surface in the AOA where aircraft park and are serviced(refueled, loaded with cargo, and/or boarded by passengers).c. Control Time. The control time is the time required from the arrival of the first firefighting vehicle and the beginning of agent discharge to reduce the initial intensity of the fire by90 percent. For further information on control time, refer to National Fire Protection Association(NFPA) 403, Annex B, §B.2.d. Extinguishment Time. Extinguishment time is the time required from the application ofthe agent of the first fire fighting vehicle to the time the fire is extinguished. For furtherinformation on extinguishment time, refer to NFPA 403, Annex B, §B.2.e. Hazard. A condition, object or activity with the potential for causing damage, loss, orinjury.Manufacturer. The manufacturer, distributor, lessor, or supplier of fire fighting trainingfacility equipment. This includes any provider of a fire fighting training program thatincorporates training facility systems or equipment.f.g. Spalling. A condition of deterioration in concrete pavements characterized by a pittingor flaking of the material.1.2. ACRONYMS AND TERMS.AC AdvisoryCircularACIAmerican Concrete InstituteAFCSAutomatic Feedback Control SystemAIP AirportImprovement ProgramAISCAmerican Institute of Steel ConstructionANSIAmerican National Standards InstituteAOAAir Operations AreaAPIAmerican Petroleum InstituteARFF AircraftRescue and Fire FightingASTMAmerican Society for Testing and MaterialsAWS American Welding SocietyAWWAAmerican Water Works AssociationCFRCode of Federal RegulationsDOTUnited States Department of TransportationEPAUnited States Environmental Protection Agency1

AC 150/5220-17B9/30/2010FAAFederal Aviation AdministrationFLH Flammable Liquid HydrocarbonFMLFlexible Membrane LinerFODForeign Object DebrisGFIGround Fault InterrupterGSI GeosyntheticInstituteHCN HydrogenCyanideHDPE High-DensityPolyethyleneHVAC Heating,Ventilation, and Air ConditioningICAO International Civil Aviation OrganizationJP8Jet Propulsion Fuel, Type 8LELLower Explosive LimitMFCSManual Feedback Control SystemNCMANational Concrete Masonry AssociationNECNational Electrical CodeNEMA NationalElectrical Manufacturers AssociationNFPANational Fire Protection AssociationNPDESClean Water Act (National Pollutant Discharge Elimination System)OSHAUnited States Occupational Safety and Health AdministrationPCAPractical Critical Fire AreaPFCPassenger Facility ChargeRFFP IIRescue and Fire Fighting PanelTCATheoretical Critical Fire AreaTPH TotalPetroleum HydrocarbonUSACEUnited States Army Corps of EngineersUSAFUnited States Air ForceUSEPAUnited States Environmental Protection AgencyUSTUnderground Storage TankVOCVolatile Organic CompoundWBDGTWet Bulb/Dry Globe Temperature1.3. APPLICABLE DOCUMENTS.The following documents form part of this specification and are applicable to the extentspecified:a. Code of Federal Regulations (CFR):14 CFR Part 139Certification of Airports40 CFR Part 280Technical Standards and Corrective Action Requirements forOwners and Operators of Underground Storage Tanks (UST)b. Federal / FAA Publications:AC 150/5210-62Aircraft Fire and Rescue Facilities and Extinguishing Agents

9/30/2010AC 150/5220-17BAC 150/5210-17Programs for Training of Aircraft Rescue and FirefightingPersonnelAC 150/5230-4Aircraft Fuel Storage, Handling, and Dispensing on AirportsAC 150/5300-13Airport DesignFAA/AR-TN01/4 AircraftRescue and Firefighting Training Fuel ComparativeEvaluationEPA Test 9090Test Methods for Determining the Chemical Waste Compatibilityof Synthetic LinersSS-S-200Federal Specification for Sealing Compounds, Two-Component,Elastomeric, Polymer Type, FLH-Fuel-Resistant, Cold Appliedc. Military Publications:USAF TO 00-105E-9 U.S. Air Force Technical Order, Aircraft Rescue Information (FireProtection)USACE CRD-C-621 Handbook for Concrete and Cement, Specification for Non-ShrinkGroutUSACE CW-02215Geotextiles Used as Filtersd. Industry Publications:ACI 211Proportioning Concrete MixturesACI 305Hot Weather ConcretingACI 306Cold Weather ConcretingACI 318Building Code Requirements for Reinforced ConcreteAISCSpecification for Structural Steel for BuildingsANSI B-31.3Chemical Plant and Petroleum Refinery PipingAPI Standard 620Design and Construction of Large, Welded, Low Pressure StorageTanksAPI Standard 650Welded Steel Tanks for Oil StorageAPI Standard 2000Venting Atmospheric and Low Pressure Storage TanksAPI Standard 2550Methods for Measurement and Calibration of Upright CylindricalTanks3

AC 150/5220-17B49/30/2010API Pub. 1615Installation of Underground Petroleum Storage SystemsAPI Pub. 1621Recommended Practices for Bulk Liquid Stock Control at RetailOutletsAPI Spec. 12Shop Welded Tanks for Storage of Petroleum LiquidsASTM A 775Specification for Epoxy-Coated Reinforcing Steel BarsASTM C 33Standard Specification for Concrete AggregatesASTM C 94Standard Specification for Ready-Mixed ConcreteASTM C 150Specification for Portland CementASTM C 260Standard Specification for Air-Entraining Admixtures for ConcreteASTM C 401Standard Classification of Castable RefractoriesASTM D 698Moisture-Density Relations of Soils and Soil-Aggregate MixturesUsing 5.5-lb Rammer and 12-inch DropASTM D 751Standard Method of Testing Coated FabricsASTM D 1854FLH-Fuel-Resistant Concrete Joint Sealer, Hot-Poured ElasticTypeASTM D 3569Joint Sealant, Hot-Applied, Elastomeric, FLH-Fuel-Resistant-Typefor Portland Cement Concrete PavementsASTM D 3581Joint Sealant, Hot-Poured, FLH-Fuel-Resistant Type, for PortlandCement Concrete and Tar-Concrete PavementsASTM D 3776Standard Test Method for Mass Per Unit (Weight) of WovenFabricASTM D 4437Standard Practice for Determining the Integrity of Field SeamsUsed in Joining Flexible Polymetric Sheet GeomembranesASTM E 96Standard Test Method for Water Vapor Transmission of MaterialsAWS D 1.1Structural Welding Code – SteelGRI-GM13Test Methods, Test Properties, Testing Frequency for High DensityPolyethylene (HDPE) Smooth and Textured GeomembranesGRI-GM19Seam Strength and Related Properties of Thermally BondedPolyolefin Geomembranes.

9/30/2010AC 150/5220-17BNFPA 30Flammable and Combustible Liquids CodeNFPA 54National Fuel Gas CodeNFPA 58Standards for the Storage and Handling of Liquefied PetroleumGasesNFPA 70National Electrical Code (NEC)NFPA 385Standard for Tank Vehicles for Flammable and CombustibleLiquidsNFPA 403Standard for Aircraft Rescue and Fire-Fighting Services at AirportsNFPA 407Aircraft Fuel ServicingNFPA 412Standard for Evaluating Aircraft Rescue and Fire-Fighting FoamFire EquipmentNFPA 422Aircraft Fire and Explosion Investigatione. Sources:(1) Federal regulations (CFR text) may be obtained from: Superintendent of Documents,U.S. Government Printing Office, Washington, DC 20402(2) Federal publications may be obtained from:(a) FAA ACs from the FAA website at:http://www.faa.gov/regulations policies/advisory circulars/(b) Federal and FAA Orders, Specifications, and Drawings: Federal AviationAdministration, ATO-W CM-NAS Documentation, Control Center, 800 Independence Avenue,SW, Washington, DC 20591. Telephone: (202) 548-5256, FAX: (202) 548-5501 and website:http://www.faa.gov/about/office org/headquarters offices/ato/service units/techops/atc facilities/cm/cm documentation/(c) FAA Technical Notes: National Technical Information Service (NTIS),Springfield, Virginia 22161 and website: actlibrary.tc.faa.gov(d) EPA documents: U.S. Environmental Protection Agency, Office of the ScienceAdvisor (8105R), 1200 Pennsylvania Avenue, NW, Washington, DC 20460 and website:www.epa.gov(3) Military standards and specifications may be obtained from:(a) HQ AFCESA/CEXF, ATTN: Fire and Egress Service Manager, 139 Barnes DriveSuite 1, Tyndall Air Force Base, FL 32403-5319, Telephone: (850) 283-6150, and website:www.dodffcert.com/00-105E-9/index.cfm5

AC 150/5220-17B9/30/2010(b) USACE Publication Depot, ATTN: CEHEC-IM-PD, 2803 52nd Ave., Hyattsville,MD 20781-1102, and website: www.usace.army.mil/library(4) Industry publications may be obtained from:(a) American Concrete Institute (ACI), 38800 Country Club Dr., Farmington Hills,MI 48331 USA, Phone: 248-848-3700, FAX: 248-848-3701(b) American Institute of Steel Construction (AISC), One East Wacker Dr. Suite 700,Chicago IL 60601, Phone: (312) 670-2400, FAX: (312) 896-9022, and website: www.aisc.org(c) American National Standards Institute (ANSI), Attn: Customer ServiceDepartment, 25 W 43rd Street, 4th Floor, New York, NY, 10036, Phone: 212-642-4980, FAX:212-302-1286, and website: webstore.ansi.org(d) American Petroleum Institute (API), 1220 L Street, N.W., Washington, DC 20005(e) American Society for Testing and Materials (ASTM), 1916 Race Street,Philadelphia, PA 19103(f) American Welding Society, Inc. (AWS), 550 N.W. LeJeune Road, P.O. Box351040, Miami, FL 33135(g) Geosynthetic Institute (GSI), 475 Kedron Avenue, Folsom, PA 19033-1208,Telephone: 610-522-8440, FAX: 610-522-8441, Website: www.geosynthetic-institute.org022696(h) National Fire Protection Association (NFPA), 1 Batterymarch Park, Quincy, MA

9/30/2010AC 150/5220-17BCHAPTER 2.DESIGN PRINCIPLES2.1. GENERAL.a. The purpose of an ARFF training facility is to provide a safe training environment that isalso visually and physically realistic, repeatable, and able to be documented. Training must notbe so controlled as to give firefighters a false sense of security, nor can it disregard establishedsafety procedures for the sake of increased realism. A balance between realism and safety musttherefore be reached to achieve optimal training.b. The standards and guidance in this AC allow for the safe and realistic replication of theflames, heat, and reduced visibility that ARFF personnel may encounter during a response toactual airfield emergencies.2.2. SYSTEM DESCRIPTION.a. Types. There are two main types of ARFF training facilities that use two main types offuel. ARFF training facilities can be either “fixed” or “mobile.” Fixed systems may useFlammable Liquid Hydrocarbons (FLHs) or propane as the training fuel, while mobile systemsuse only propane.b. Components. ARFF training facilities contain the following functional units (Figure 2-1):(1)Burn area(2)Vehicle maneuvering area(3)Aircraft mock-up(4)Control station(5)Support systems: Fuel delivery / collection Water delivery / collection Electrical7

AC 150/5220-17B9/30/2010ARFF VEHICLE MANEUVERING AREASUPPORT COMPONENTS:CRUSHED STONESMOCK-UPBURN AREACONCRETE APRONOVERFLOW DRAINSUPPORT SYSTEMS:CONTROL CENTER(BUILDING FOR PROPANE ORPROTECTIVE WALL FORFLH-FIRED TRAINER),FUEL AND WATERSTORAGE E SURFACEFigure 2-1. Basic components of a fire training facility2.3. SYSTEM COMPONENTS.a. Burn Area Structure. The burn area structure, or fire area, is the focal point of thetraining facility. It is designed to create a realistic aircraft accident fire environment and tocontain training substances. Its size is a function of the typical aircraft serving the airport.b. Vehicle Maneuvering Area. This area physically surrounds the burn area structure andshould be large enough to allow for the tactical operation of ARFF vehicles as they approach theburn area structure and the realistic deployment of personnel using hand lines.c. Aircraft Mock-up. A structure of a configuration and size that represents the typicalaircraft servicing the airport. The mock-up is capable of presenting a variety of realistic exterior,component, and interior aircraft fires if specified. The mock-up may either be of a fixed ormobile type.d. Control Station. A system that allows an operator to configure and control the live-fireexercises of the training facility. The station may utilize either manual or automatic controlsystems to control the simulation variables.8

9/30/2010AC 150/5220-17Be. Support Systems. Support systems comprise the functional units needed for a trainingfacility to function properly and implement the simulation of various types of aircraft fires. Eachsupport system contains individual support components that make up the system (e.g., the fueldistribution system consists of a storage tank, pumps, associated piping, etc.). These systemsinclude:(1)Fuel delivery / collection.(2)Water delivery / collection.2.4. CRITICAL FIRE AREAS.a. Critical Fire Areas. Figure 2-2 is a representation of the relationship between thetheoretical critical fire area (TCA), the practical critical area (PCA), and a large aircraft. Theactual size of the TCA is a function of the length and width of the specific aircraft of interest.Fires outside the theoretical critical area have no immediate impact on the life safety and rescueproblem at the aircraft. The PCA is defined as an area approximately two-thirds of the TCA forany given aircraft. It is the minimum area that the first responding ARFF units need to keep firefree during the aircraft evacuation process. Hence, the PCA is used in aircraft rescue and firefighting system planning to quantify the tactical and logistical aspects of the problem. Therefore,it is vital in ARFF training facility design.THEORETICAL CRITICALFIRE AREA (TCA)WIND DIRECTIONPRACTICAL CRITICALFIRE AREA (PCA)Figure 2-2. The critical fire areasTheoretical Critical Fire Area (TCA). The TCA serves as a means ofcategorizing aircraft in terms of the magnitude of the potential fire hazard in which they maybecome involved. It is not intended to represent the average, maximum, or minimum spill fire(1)9

AC 150/5220-17B9/30/2010size associated with a particular aircraft. For information on TCA, refer to NFPA 403, Annex B,§B.1.1.Practical Critical Fire Area (PCA). The PCA and the related quantities ofextinguishing agents are based on criteria formulated during the Second Meeting of theInternational Civil Aviation Organization (ICAO) Rescue and Fire Fighting Panel (RFFP) inJune 1972. The RFFP developed material indicating the practical area is two-thirds of thetheoretical area based on the Panel’s work, which included a study of extinguishing agents usedon actual aircraft fires. In 99 out of 106 studied fires, the quantities of agents used were less thanthose previously recommended by ICAO. For information on PCA, refer to NFPA 403, AnnexB, §B.1.1.(2)10

9/30/2010AC 150/5220-17BCHAPTER 3. FACILITY DESIGN AND SELECTION3.1. GENERALThe design and selection of a properly sized and furnished ARFF training facility is discussed inthis Chapter by approaching each main facility component individually. Each of the componentsrepresent interdependent variables that will need to meet existing regulations and provide thebest fit for an airport’s physical and operational requirements.3.2. BURN AREA.a. The fuel-spill burn area provides airport ARFF personnel with a realistic scenario topractice responding to, gaining control of, and extinguishing a ground-based, aviation fuel-spillfire typical of ramp service mishaps and aircraft accidents.b. Dimensions. There are two primary methods to size a fixed burn area structure. Thefirst method, referred to as the Airport ARFF Index Method, is based on the PCA of an averageaircraft size that is common to the airport. The second method, referred to as the Empirical AreaSimulator Method, takes advantage of the controlled simulator practices that are afforded by theuse of propane fuel. The empirical area simulator method generally allows for smaller trainingfacilities to be built on airports where space is limited or the use of free burning FLH fuel isprohibited. As such, this method is ideal for the sizing of mobile training facilities. Regardlessof the type of facility, the Airport ARFF Index Method sets the upper limits for the squarefootage of the fundable burn area structure.(1)Airport ARFF Index Method. The size of a burn area structure using theAirport ARFF Index Method must be in accordance with the practical critical fire area (PCA) ofTable 3-1 for the given airport ARFF index. Although the size of the PCA for a specific aircraftis a function of the fuselage length and width, it has been found that for economies of design, theuse of average aircraft dimensions, based on operationally similar groups of aircraft, providestechnically acceptable values for burn areas that represent airport ARFF-indexed PCAs.(a)Part 139, §139.315 is to be used to determine the aircraft rescue andfirefighting Index (A through E) for airports serving Department of Transportation (DOT)certificated air carriers/commercial service. These numbers can then be converted to NFPAcategories using NFPA 403, Chapter 4, Table 4.3.1. The Indexes for general aviation airports arealso identified in NFPA 403, Chapter 4, Table 4.3.1 and cover the areas not governed by theFAA. It should be noted that part 139 takes precedence and that NFPA 403 may, in some cases,exceed part 139 requirements.(b)The extinguishing agents, quantities, and discharge and responsecapability for each Index is referenced in NFPA 403, Chapter 5, Table 5.3.1 (b), in U.S.customary units and could be used to comply with §139.315. NFPA 403, Annex B, additionallydescribes the methodology used to arrive at the designated control times (§B.2), discharge rates(§B.3), and quantities of agents to be provided (§B.4 and §B.5).11

AC 150/5220-17B9/30/2010Empirical Area Simulator Method. The burn area structure for ARFF trainingfacilities using a computer-controlled, propane-fired simulator must be sized as follows:(2)(a)For ARFF index A and B simulations, the burn area must be a circle witha diameter of least 100 feet (-1/ 2 ft). A square or a rectangle, which will accommodate therequired aircraft mockup, of an approximately equivalent area (7,855 ft ) is acceptable.(b)For ARFF index C through E simulations, the burn area must be a circlewith a diameter of least 125 feet (-1/ 3 ft). A square or a rectangle, which will accommodate therequired aircraft mockup, of an approximately equivalent area (12,265 ft2) is acceptable.Table 3-1. Burn area structures as a function of airport ARFF indexAirportARFFIndexOverall Aircraft LengthsLowerAverageUpperft. (m)ft. (m)ft. (m)AverageFuselageWidthPCAsq. ft (sq. m)Rectangular Circular BurnBurn Area Area Diameter(L/W-4/3)ft. (m)A30 (9)38 (12)45 (14)6 (2)1171 (109)40 x 30(12 x 9)39 (12)A45 (14)53 (16)60 (18)10 (3)1775 (165)49 x 36(15 x 11)48 (15)A60 (18)75 (23)90 (27)10 (3)5527 (513)86 x 64(26 x 20)84 (26)B90 (27)108 (33)126 (38)10 (3)7959 (739)103 x 77(31 x 23)101 (31)C126 (38)143 (44)160 (49)10 (3)10539 (979)118 x 89(36 x 27)116 (35)D160 (49)180 (55)200 (61)20 (6)14475 (1345)139 x 104(42 x 32)136 (41)E200 (61)225 (69)---20 (6)18090 (1681)155 x 116(47 x 35)152 (46)c. Mobile Trainer.(1)Dimensions. The area of the fuel spill fire on the ground for all mobile trainerscan be calculated using the Empirical Area Simulator Method. However, the minimum area ofthe fuel-spill fire must not be less than 1,300 sq. ft (120 m2); 400 sq. ft (37 m2) of thisrequirement is met by the fuel spill fuselage fire leaving 900 sq. ft (84 m2) to be met perparagraph 3.2.c.2, “Performance Criteria.”(a)Since firefighters at Index C, D, & E airports are required to be trainedevery third year (per FAA CERTALERT 04-18) in a facility meeting the square footagerequirements in Table 3-1, there is no minimum acceptable burn area requirement for mobiletrainers used by these airports during the interim yearly training. However, it is recommendedthat, if the mobile trainer fuel-spill fire simulation is to be included, the minimum square footagebe no less than 2,600 sq. ft. (240 m2). This additional 1300 sq. ft. (120 m2) should only beincluded if selected as an option by the purchaser.12

9/30/2010AC 150/5220-17BPerformance Criteria. The fuel-spill burn areas for a mobile trainer must bedivided into controllable segments.(2)(a)The segments must be sized, configured, and operated in a manner thatwill present a realistic visual impression to firefighters approaching the scene and for a realisticresponse of the fire to agent application from hand lines or ARFF vehicle turrets. It isrecommended that each fuel spill controllable segment be no larger than 150 sq. ft. (14 m2), aslarger areas (based upon current technology) may not be able to adequately represent fire fighterextinguishing actions.(b)The fire presented within the fuel-spill burn area (when totally involved)must cover at least 95% of the surface of the burn area. When configurations other than theentire area are used, 92% of the surface area represented by the active segments must be coveredwith fire.(c)The control segments which make-up the burn area, the control valveassemblies which control propane flow to the individual segments, and the pilot ignition systemused to ignite the fuel-spill burn area must be designed for convenient set-up, break-down, andrepackaging by instructors.3.3. VEHICLE MANEUVERING AREA.a. Dimensions. Facilities intended for vehicle operator and/or turret operator training musthave a vehicle maneuvering area. For long-term cost effectiveness, the area should allow for theoperation of future vehicles with more demanding operational characteristics.Turret Discharge. The area must accommodate the full turret discharge rangewhile discharging dispersed and straight stream patterns during stationary and pump and rolloperations.(1)(2)Vehicle Mobility. The area must accommodate the ARFF vehicle turning radius,backup requirements, and, with the longest vehicle parked perpendicular to the burn areastructure, passage of other ARFF vehicles.(3)Approach Path. There must be more than one approach path to the burn area.b. Surface P

API Standard 650 Welded Steel Tanks for Oil Storage . API Standard 2000 Venting Atmospheric and Low Pressure Storage Tanks . API Standard 2550 Methods for Measurement and Calibration of Upright Cylindrical Tanks . 3: AC 150/5220-17B 9/30/2010 . API Pub. 161

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