DOE O 6430.1A Div 1-7, General Design Criteria

DOE 6430.1A 4-6-89 SUBJECT: GENERAL DESIGN CRITERIA 1. 2. 3. 4. PURPOSE To provide general design criteria (GDC) for use in the acquisition of the Department’s facilities and to establish responsibilities and authorities for the development and maintenance of these criteria. CANCELLATION. DOE 6430.1, GENERAL DESIGN CRITERIA, of 12-12-83. SCOPE. The provisions of this Order apply to all Departmental Elements except as otherwise provided by statute or by specific delegation of authority from the Secretary of Energy, and all contractors and subcontractors performing work for the Department whose contract may involve planning, design, or facility acquisitions. This includes DOE-owned, -leased, or -controlled sites where Federal funds are used totally or in part, except where otherwise authorized by separate statute or where specific exemptions are granted by the Secretary or his designee. APPLICABILITY. a. The GDC provided by this Order shall be applied to all facilities which shall be reported on in the Department’s Real Property Inventory System (RPIS), or which shall be reported on in the General Services Administration’s annual “Summary Report of Real Property Owned by the United States Throughout the World.” b. The GDC provided by this Order are not intended to provide complete coverage for the diverse facilities by type and complexity that are needed to support the varied Departmental program-mission requirements. Specific project criterta and/or specifications need to be developed to satisfy the needs for a particular facility, incorporating applicable requirements of these general design criteria and supplemented with required criteria from applicable codes and standards. c. It is recognized that many of the Departmental organizations having responsibilities for facility planning, design, and construction may establish and apply more comprehensive criteria to satisfy the particular program mission or operating requirements. There is no DISTRIBUTION: INITIATED BY: All Departmental Elements Office of Project and Facilities Management 2 DOE 6430. 1A 4-6-89 intent that the GDC take precedence over such other criteria, where those criteria meet or exceed the GDC requirements. Where there exists a conflict between those criteria and the GDC provided by this Order, however, the GDC governs. 5. REFERENCES. a. DOE 4700.1, PROJECT MANAGEMENT SYSTEM, of 3-6-87, which establishes the Department’s project management system and provides implementing instructions, formats, and procedures, and sets forth the principles and requirements which govern the development, approval, and execution of the Department’s outlay program acquisitions as embodied in the project management system. b. Other Departmental Orders, applicable Federal laws, Executive orders, and Federal regulations, are identified in the various sections of the GDC where their requirements specifically apply and are contained in a general listing on page 1-7, in Section 0106, Regulatory Requirements. c. All references and the section(s) in which they are cited in this Order are contained on page 17-35, Index of Referenced Documents. 6. DEFINITIONS. (See Abbreviations, page 1 and Glossary, page 9, which follow the Table of Contents.) 7. POLICY AND OBJECTIVES. a. Policy. It is DOE policy that: (1) (2) (3) (4) Professional architectural and engineering principles and practices be applied to the planning, design, construction, alterations, and/or acquisition of the Department’s facilities.

All Departmental facilities will comply with the Federal and Departmental regulations for energy conservation and use of renewable energy. The planning, design and construction of the Department’s facilities will be performed in a manner that will satisfy all applicable Executive Orders, Federal laws, and regulations. While the Department is not required to comply with state and local building codes, laws, and ordinance, the planning, design, and construction processes should accommodate them to the extent consistent with the accomplishment of the Department’s mission. All Department facilities are to be designed and constructed to be reasonable and adequate for their intended purpose and consistent with health, safety, security, and environmental 3 DOE 6430.1A 4-6-89 protection requirements. b. Objectives. (1) To provide GDC that ensures implementation of the Department’s policy covering: (a) The basic architectural and engineering disciplines. (b) Certain types of the Department’s known facility requirements. (c) Specialized requirements based on programmatic and operating experience. (2) To establish authorities, responsibilities, and procedures that ensure timely development and maintenance of the GDC. 8. RESPONSIBILITIES AND AUTHORITIES. a. Assistant Secretary, Management and Administration (MA-1), is responsibl e for development of budget, accounting, procurement, cost estimating, construction, facilitates management, site development, real estate, project management, and business related policy. Specific responsibilities with respect to this Order are carried out by the Deputy Assistant Secretary for Administration through the Director of Project and Facilities Management (MA-22). (1) (2) (3) (4) Establishes an advisory GDC Planning Board (see Glossary) and serves as the Department’s focal point for the development, maintenance, and interpretation of the GDC. In fulfilling these responsibilities, technical advice and assistance are utilized from other Departmental organizations in their particular areas of interest. Maintains liaison with other Federal agencies, the architect- engineer professions, and the construction industries on current practices, procedures, criterta, and standards being applied to facility design and construction. Utilizes, as needed, technical advice and assistance of criteria users, support contractors, and consultants to develop and maintain criteria for specialized areas. Participates with the Building Research Board, a unit of the National Research Council, in activities relating to facility design and construction. 4 DOE 6430. 1A 4-6-89 (5) When requested, provides technical advice and assistance to other Departmental organizations on matters relating to planning, design, and construction of facilities. (6) Assures, through the GDC Planning Board, that proposed criteria revisions and additions of a substantive nature are reviewed with all appropriate Headquarters and field organizations. (7) Participates with responsible Headquarters organizations identified in paragraph c, below, in reviewing and adopting comments received on their particular areas of responsibility. b. Heads of Headquarters and Field Organizations Having Responsibilities for Construction Project Planning and Design or Facility Acquisitions.

(1) Assures that the GDC are applied throughout the planning and design of each construction project under his or her cognizance, whether contracted for by the Department or through the Department’s management and operating contractors. The GDC shall be applied in the development of site-specific general design criteria, specific project design criteria, and technical specifications for facilities. (2) Serves or appoints a member on the GDC Planning Board, and through that advisory body, recommends criteria revisions and additions to the Director of Project and Facilities Management; and provides technical input, advice, and assistance during revision or expansion of the criteria. A list of the current GDC Planning Board membership is as follows: Deputy Assistant Secretary for Administration Assistant Secretary for Environment, Safety, and Health Assistant Secretary for Defense Programs Director of Energy Research Assistant Secretary, Conservation and Renewable Energy Assistant Secretary for Nuclear Energy Administrator, Western Area Power Administration Administrator, Bonneville Power Administration Manager, Albuquerque Operations Office Manager, Chicago Operations Office Manager, Idaho Operations Office Manager, Nevada Operations Office Manager, Oak Ridge Operations Office Manager, Richland Operations Office Manager, San Francisco Operations Office 5 DOE 6430.1A 4-6-89 c. Manager, Savannah River Operations Office Director, Morgantown Energy Technology Center Director, Pittsburgh Energy Technology Center Heads of Headquarters Organizations Having Responsibilities for Establishing Policies, Performance Standards, or Operating Requirements That Need to be Applied to the Planning, Design Construction, or Acquisition of Department Facilities. (1) (2) (3) (4) Participate in the development and maintenance of the GDC, and assure that the GDC accurately reflects the design requirements associated with their particular areas of responsibility. Assist the Director of Project and Facilities Management in reviewing comments and recommendations received from other Departmental Elements and DOE contractors, as related to their particular areas of responsibility. Identify and develop revisions or additions to the criteria in their particular areas of responsibility in coordination with the Director of Project and Facilities Management. Provide assistance to the Director of Project and Facilities Management, other Headquarters organizations, and field organizations in making determinations of criteria applicability to specific facilities, and provide criteria interpretations in their particular areas of responsibility. d statutorily prescribed by PL 98-525 (42 USC 7158 note), establishes the responsibilities and authority of the Director, Naval Nuclear Propulsion Program (who is also the Deputy Assistant Secretary for Naval Reactors within the Department) over all facilities and activities which comprise the joint Navy-DOE Program. In view of the unique nature of naval nuclear propulsion applications, and the statutorily prescribed responsibilities noted above, the Director shall determine the appropriate design criteria applicable to Program activities which will include consideration of appropriate parts of the criteria set forth by this Order. 9. BACKGROUND. Director, Naval Nuclear Propulsion Program. Executive Order 12344.

a. The organization of this Order is adapted from the MASTERFORMAT system developed by the Construction Specifications Institute. The 16 divisions are devoted to major building systems or design specialties. Additional information concerning the organization of the GDC is contained on page 1-3, Section 0101-3, Organization and Use of These Criteria. Note that the first two numbers of the section referred to, relate directly to the pertinent division. For example, 6 DOE 6430. 1A 4-6-89 the section in the preceding statement is located in Division 1. b. It is recognized that there will arise valid reasons for deviating from the GDC. Allowable deviations and deviations requiring prior Headquarters review or approval, and procedures to be followed, are described on page 1-2, Section O1O1-2, Criteria Deviations. c. Assistance and support from Departmental organizations having responsibilities assigned in paragraph 8 and operating contractors will be required on a continuous basis for the effective development and maintenance of these GDC. The development of new criteria, where required, and the maintenance of these GDC will be supported by the GDC Planning Board. d. Past experiences (lessons learned) can be of significant benefit in the planning and performance of construction projects. Incorporation of design-related lessons learned into the GDC will maximize the Department’s benefits. Field organizations are encouraged to submit design-related lessons learned to the Director of Project and Facilities Management using the “GDC Improvement Proposal” form, a sample of which is provided on page 17-45. Proposed changes to the GDC will be evaluated by the GDC Planning Board with recommendations made to the Director of Project and Facilities Management. Copies of this form are available upon request to the Chairman, GDC Planning Board. BY ORDER OF THE SECRETARY OF ENERGY: LAURENCE F. DAVENPORT Assistant Secretary Management and Administration DOE 6430.1A 4-6-89 Page i Table of Contents General Requirements Division 1 Page ii DOE 6430.1A 4-6-89 DOE 6430.1A 4-8-89 Page iii Page iv DOE 6430.1A 4-6-89 DOE 6430.1A 4-6-89 Page v Division 2 Site and Civil Engineering Page vi DOE 6430.1A 4-6-89 Page viiDOE 6430.1A 4-8-89 Page viii DOE 6430.1A 4-6-89 DOE 6430.1A Page ix 4-6-89 Page x DOE 6430.1A 4-6-89 DOE 6430.1A 4-6-89 Page xi Division 3 Concrete Page xii DOE 6430.1A 4-6-89 Division 4 Masonry DOE 6430.1A 4-6-89 Page xiii Division 5 Metals DOE 6430.1A Page xiv 4-6-89 Division 6 Wood and Plastics Division 7 Thermal and Moisture Protection DOE 6430.1A Page xv 4 - 6 - 8 9 Page xvi DOE 6430.1A 4-6-89 Division 8 Doors and Windows . . . DOE 6430.1A Page xvii 4 - 6 - 8 9 Division 9 Finishes Page xviii 4-6-89 DOE 6430.1A Division 10 Specialties DOE 6430.1A 4-6-89 Page xix Division 11 Equipment Division 12 Furnishings Page xx DOE 6430.1A 4-6-89 Division 13 Special Facilities DOE 6430.1A 4 - 6 - 8 9 Page xxi Page xxii DOE 6430.1A 4 - 6 - 8 9 DOE 6430.1A Page xxiii 4-6-89 Page xxiv DOE 6430.1A 4-6-89 DOE 6430.1A Page xxv 4-6-89 Page xxvi DOE 6430.1A 4 - 6 - 8 9 DOE 6430.1A 4 - 6 - 8 9 Page xxvii Page xxviii DOE 6430.1A 4-8-89 Division 14 Conveying Systems DOE 6430.1A 4-8-89 Division 15 Mechanical Page xxix DOE 6430.1A 4 - 6 - 8 9 Page xxx 4-6-89 DOE 6430.1A Page xxxi Page xxxii DOE 6430.1A 4-6-89 DOE 6430.1A 4-6-89 Page xxxiii Page xxxiv DOE 6430.1A 4 - 6 - 8 9 DOE 6430.1A 4-6-89

Page xxxv Page xxxvi DOE 6430.1A 4-6-89 Division 16 Electrical DOE 6430.1A 4-6-89 Page xxxvii Page xxxviii DOE 6430.1A 4-6-89 4-6-89 DOE 6430.1A Page xxxix (and xi) Indexes Sample Document Improvement Proposal DOE 6430.1A 4 - 6 - 8 9 Abbreviations and glossary Page 1 A/E AA AFM AFR AFWL ALARA AAC AMMS AASHTO ABMA ABS AC ACB ACFM ACGIH ACI ACSM ADM ADP AEC AGA AHU AIA AISC AISI AMC AMCA AMC-R ANL ANS ANSI API AR AREA ARI ARMA ASCE ASHRAE Abbreviations Architect-engineer Aluminum Association Associated Air Balance Council American Architectural Manufacturers Association Amerian Association of State Highway and Transportation Officials American Boiler Manufacturers Association Acrylonitrile-butadiene-styrene Alternating current Asbestos-cement board Actual cubic feet per minute American Conference of Governmental Industrial Hygienists American Concrete institute American Congress on Surveying and Mapping Action description memorandum Automated data processing Atomic Energy Commission U.S. Air Force Manual U.S. Air Force Regulation U.S. Air Force Weapons Laboratory American Gas Association Air handling unit American Institute of Architects American Institute of Steel Construction American Iron and Steel Institute As low as reasonably achievable Army Materiel Command Air Movement Contractors Association Army Materiel Command Regulation Argonne National Laboratory American Nuclear Society American National Standards Institute American Petroleum Institute Army regulation American Railway Engineering Association American Refrigeration Institute Asphalt Roofing Manufacturers Association American Society of Civil Engineers American Society of Heating Refrigeration and Air-Conditioning Engineers Abbrevations and glossary Page 2 ASTM ASME AVLIS AWG AWS AWWA BAT BATEA BCPCT BESEP BHP BIA BIL BNL BOCA BOD BRAB BRB BTU 0 C C&GS CAA CAMS CAS CCTV CDR CEM CERC CERCLA CFC CFM CFR CGA CI CISCA CISPI CMP CO 2 COE CP CPSC CPVC CRI CRT CSI CSOM CSSO CUFT American Society of Mechanical Engineers (formerly American Society for Testing and Atomic Vapor Laser Isotope Separation American Wire Gauge American Welding Society American Water Works Association Best available technology DOE 6430.1A Materials, now ASTM) Best available technology economically achievable Best conventional pollutant control technology Base Electronic System Engineering Plan Brake horsepower Brick Institute of America Basic impulse insulation level Brookhaven National Laboratory Building Official Code Association Biochemical oxygen demand Building Research Advisory Board (now Building Research Board) Building Research Board British thermal unit Degrees centigrade (Celsius) U.S. Coast and Geodetic Survey (now National Geodetic Survey) Clean Air Act Continuous Air Monitoring System Central alarm station Closed circuit television Conceptual design report Continuous emissions monitoring Coastal Engineering Research Center Comprehensive Environmental Response, Compensation, and Liability Act Chlorofluorocarbon Cubic feet per minute Code of Federal Regulations Compressed Gas Association Cast iron Ceiling & Interior Systems Contractors Association Cast Iron Soil Pipe Institute Corrugated metal pipe Carbon dioxide Army Corps of Engineers Concrete pipe Consumer Product Safety Commission Chlorinated polyvinyl chloride Carpet and Rug Institute Cathode ray tube Construction Specifications Institute Computer Security Operations Manager Computer System Security Officer Cooling Tower Institute Cubic foot

CTI DOE 6430.1A Abbreviation and glossary Page 34-6-89 CWA DAC DARCOM DB DBA DBE DBF DBFL DBT DBW DC DCG DCPA DEAR DL DM DOD DOE/OR DOE DOP DOT DP-1 DP-34 DSC DTA ECC ECP EMCS ECS EDE EED EIA EIMA EIS EMS EMT EO EOC EPA ERDA ESF o F FAA FAI FAR FCC FEMA EM EPS Flow coefficient Clean Water Act Derived air concentration Department of the Army Readiness Command Dry bulb Design basis accident Design basis earthquake Design basis fire Design basis flood Design basis tornado Design basis wind Direct current Derived concentration guide Defense Civil Preparedness Agency DOE Acquisition Regulation Dead load NAVFAC Design Manual U.S. Department of Defense U.S. Department of Energy/Oak Ridge U.S. Department of Energy Dioctylphthalate U.S. Department of Transportation Assistant Secretary for Defense Programs Director of Safeguards and Security Agreement Differential scanning calorimetry Differential thermal analysis Emergency Control Center Entry control point Energy monitoring and control system Emergency control station Effective dose equivalent Elcctroexplosive device Electronics Industries Association Exterior Insulation Manufacturers Association Environmental impact statement Army Engineering Manual Energy management system Electrical metallic tubing Executive Order Emergency operating center U.S. Environmental Protection Agency Emergency power system Energy Research and Development Administration (precursor to DOE) Engineered safety feature Dcgrees Fahrenheit Federal Aviation Administration Fauske and Associates, Inc, Federal Federal Federal Acquisition Regulation Construction Council Emergency Management Agency Abbreviations and glossary FHA FM Page 4 FGA FGCC FGD FHDA FIPS FPM FPMR FR FS FSAR FWPCA fy GA GDC GPM GSA HE HEPA HE-Pu HF HF HI HID HLW HOA HP HR HTW HVAC Hz IAS ICBO lCRP ID IDA IDS IEEE IES IFM IFMSF IHE IMC ISDSI J 0 K K kPa kVA 4-6-89 Flat Glass Marketing Association Federal Geodetic Control Committee Flue gas desulphurization Federal Highway Administration Fir and Hemlock Door Association Federal Information Processing Standards Factory Mutual Feet per minute Federal Property Management Regulation Federal Register Federal Specifications Final safety analysis report Federal Water Pollution Control Act Yield strength Gypsum Association General Design Criteria, DOE 6430.1A Gallons per minute General Services Administration High explosives High-efficiency particulate air High explosives-plutonium High frequency Hydrogen fluoride Hydraulic Institute High intensity discharge High-had waste Hands-off-automatic Horsepower Hour High temperature water Heating ventilating and air-conditioning Hertz frequency Intrusion alarm system international Conference of Building Officials International Commission on Radiological Protection Inside diameter Intrusion detection and assessment Intrusion detection system Institute of Electrical and Electronic Engineers Illumination Engineering Society Irradiated fissile material Irradiated fissile material storage facility Insensitive high explosives Intermediate metal conduit Insulated Steel Door Systems Institute Joule Degrees Kelvin Subgrade modulus Kilo Pascal Kilovolt ampere DOE 6430.1A DOE 6430.1A 4-6-89 Abbreviations and glossary Page 5 MA MAA kW kWh LANL LCC LCD LL LLNL LLW LPG MBA MBMA MC&A mg/l MI MIL-HDBK MIN ML/SFA MPH mr/h mrad/h mrem MSSA MVA N2 NAAMM NAD NAPHCC NASA NAVFAC NBS NC NCEL NCMA NDA NEC NEMA NEPA NFGS NFPA NGS NGVD NHPA NIJ NIST NOAA NPDES NPDWS

kilowatt Kilowatt hour Los Alamos National Laboratory Life-cycle cost Liquid crystal display Live load psf - pounds per square foot Lawrence Livermore National Laboratory Low-level waste Liquified petroleum gas Management and Administration (U.S. DOE) Material access area Material balance area Metal Building Manufacturers' Association Material control and accountability Milligrams per liter Miles, total level route DOD military handbook Minute Metal Lath/Steel Framing Association Miles per hour (milli) roentgen/hour (milli) radiation, absorbed dose/hour (milli) roentgen equivalent man Master safeguards and security agreement Million-volt-amps Nitrogen National Association of Architectural Metal Manufacturers North American Datum National Association of Plumbing-Heating-Cooling Contractors National Aeronautics and Space Administration Naval Facilities Engineering Command National Bureau of Standards Noise criteria Naval Civil Engineering Laboratory (references listed under NAVFAC) National Concrete Masonry Association Nondestructive assay National Electrical Code National Electrical Manufacturers Association National Environmental Policy Act Naval Facilities Guide Specification (references listed under NAVFAC) National National National National National National National Fire Protection Association Geodetic Survey (formerly U.S. Coast and Geodetic Survey) Geodetic Vertical Datum Historic Preservation Act Institute of Justice Institute of Standards and Technology (see NBS) Oceanic and Atmospheric Administration Oxides of nitrogen National Pollutant Discharge Elimination System National Primary Drinking Water Standards Abbreviations and glossary Page 6 DOE 6430.lA 4-6-89 NPSH Net positive suction head NRC Nuclear Regulatory Commission NRCA National Roofing Contractors Association NRTA Near-real-time accountancy NMTL Nationally recognized testing laboratory NSA National Security Agency NSPC National Standard Plumbing Code NTLA NTMA OCS NSPS NUREG NWWDA O&M OBA OBE ODH OMB OPFM ORNL OS&Y OSHA OSR OSS OSTI P PA PB PCB PCI PEL PF PI PI PIV PLF PMFL POL POTW PPHF PPM PSAR PSF PSF PSI PSIG PTI Pu PUBN PURPA New Source Performance Standards National Telecommunications and Information Administration National Terrazzo and Mosaic Association Nuclear Regulatory Commission-produced reference document National Wood Window and Door Association Operations and maintenance Operating basis accident Operating basis earthquake Office of Computer Services (U.S. DOE) Oxygen deficiency hazards Office of Management and Budget Office of Project and Facilities Management (U.S. DOE) Oak Ridge National Laboratory Outside screw and yoke Occupational Safety and Health Administration Operational safety requirement Office of Safeguards and Security (U.S. DOE) Office of Scientifc and Technical Information (U.S. DOE) Minimum reinforcing ratio Protected area Polybutylene Polychlorinated biphenyls Prestressed Concrete Institute Permissible exposure limit Protection factor Point of intersection Proportional-plus integral Post indicator valve Pounds per linear foot Probable maximum flood Petroleum, oil, and lubricants Publicly-owned treatment works Plutonium processing and handling facility Parts per million Preliminary safety analysis report Plutonium storage facility Pound-force per square foot Pound-force per square inch Pound-force per square inch gauge Post Tensioning Institute Plutonium Publication Public Utility Regulatory Policy Act

DOE 6430.1A4-6-89 Abbreviations and glossary Page 7 S&S PVC QA RCP RCRA RDF REM RFCI RG RLWF RPFM RPIS RSWF SAR SARS SAS SC SCFM SCS SDI SDI SDWA SF SISL SJI SMA SMACNA SNL SNM SOP SP SPCC SPRI SQFT SSE SSFI SSSP STC SWI TCA TCDD TEC TID TIMA TLV TM TR TRU Polyvinyl chloride Quality assurance Degrees Rankine Reinforced concrete pipe Resource Conservation and Recovery Act Refuse-derived fuel Roentgen equivalent man Resilient Floor Covering Institute Regulatory guide Radioactive liquid waste facility Real Property and Facilities Management (U.S. DOE) Real Property Inventory System (U.S. DOE) Radioactive solid waste facility Safeguards and security Safety analysis report Safety analysis and review system Secondary alarm station Safety class Standard cubic feet per minute U.S. Department of Agriculture, Soil Conservation Service Steel Deck Institute Steel Door Institute Safe Drinking Water Act Safety factor Special isotope separation laser Steel Joist Institute Screen Manufacturers Association Sheet Metal and Air Conditioning Contractors National Association Sandia National Laboratory Special nuclear materials Sulfur dioxide Standard operating procedure Special publication (of the American Concrete Association) Spill prevention control and countermeasure Single Ply Roofing Institute Square foot Safe shutdown earthquake Scaffolding, Shoring, and Framing Institute Site safeguards and security plan Sound transmission classification Steel Window Institute Tile Council of America, Inc. Tetrachlorodibenzo-p-dioxin Total estimated cost Tamper indicating device Thermal Insulation Manufacturers Association Threshold limit value Army technical manual DOD technical report Transuranic Abbreviation and glossary Page 8 DOE 6430.1A 4-6-89 TSCA TSD TV U value UBC UCRF UCRL UEF UEU UEUSF UFAS UHF UL UPA UPC UPHF UPS URF USC USGS USPHS USPS VHF WIPP WPCF WRC Toxic Substances Control Act Treatment, storage and disposal Television Overall heat transfer coefficient value Uniform Building Code Uranium conversion and recovery facility University of California Research Laboratory (references listed under LLNL) Uranium enrichment facility Unirradiated enriched uranium Unirradiated enriched uranium storage facility Uranium tetrafluoride Uranium hexafluoride Uniform Federal Accessibility Standards Ultra high frequency Underwriters Laboratory Uranium dioxide Uranium trioxide Unit process area Uniform Plumbing Code Uranium processing and handling facility Uninterruptible power supply Uranium recovery facility U.S. Code U.S. Geological Survey U.S. Public Health Service U.S. Postal Service Very high frequency Wet Bulb Waste isolation pilot plant Water Pollution Control Federation Water Resources Council WB DOE 6430.1A 4-6-89 Abbreviations and glossary Page 9 Glossary Accident (explosive). An incident or occurrence that results in an uncontrolled chemical reaction involving explosives. Allowable soil-bearing capacity. The maximum permissible pressure on foundation soils under which the settlements of various footings will not exceed a reasonable value. Ambient. Surrounding environmental conditions. Anaerobic digestion. Biological stabilization of domestic wastewater sludge by microorganisms that function in the absence of oxygen. Anticipated Operational Occurrence. An abnormal event that is expected to occur once or more during the lifetime of the facility (e.g., small radioactive materials spills, small fires).

Approved storage container. A container that is fabricated from noncombustible material(s); that satisfies container integrity criteria developed from the safety analysis for the particular form(s) of stored material under normal storage conditions, design basis fire and other design basis accident conditions; and that is approved for its intended use by the responsible DOE operating contractor and the responsible DOE field organization. Aquifer. A groundwater bearing stratum sufficiently permeable to transmit and yield water in usable quantities. As low as reasonably achievable (ALARA). As defined in DOE 5480.11. Auxiliary air unit. A factory-fabricated option or addition to a fume hood that introduces some portion of the make-up air directly at the hood with features that do not minimize the performance of the hood nor create operator discomfort. Ballast (railroad). Crushed stone used in a railroad bed to support the ties, hold the track in line, and help drainage. Base course. The first layer of underlying material installed prior to the placement of a roadway pavement wearing surface. Bearing capacity. A loading intensity that the bearing materials can sustain without such deformation as would result in settlement damaging to the structure. Abbreviations and glossary DOE 6430.1A Page 10 4-6-89 Bench mark. A survey control monument installed to provide vertical control for construction purposes Bentonite clay. A particular type of colloidal clay that swells when wet and forms a gel membrane. Best available technology. The best available technology (BAT) that is economically achievable. This term is used only in the context of liquid waste treatment processing. BAT takes into account such factors as the age of equipment being used and facilities involved, the process used, the engineering aspects of the application of various types of control techniques, process changes, safety considerations, the cost of achieving effluent resuction, and non-water-quality environmental impact. Bird strike. Airspace conflict between aircraft flight patterns and birds or waterfowl. Borings. Boreholes drilled to collect soil samples as part of subsurface investigations conducted for the purpose of structural foundation design. Building acquisitions (by lease or purchase). New pre-engineered metal buildings, other semipermanent or temporary facilities such as in-plant-fabricated modular/relocatable buildings and trailer units, and other buildings to be acquired. Caisson foundation. A shaft of concrete placed under a building column or wall that extends down to rock or solid substratum (also known as a pier foundation). Cantilever footing. A footing used to support a wall column near its edge without causing nonuniform soil pressure. Capillary water. Soil moisture held as a continuous adsorbed film around soil particles and in interstices between the soil particles due to surface attraction. Cased explosives. Explosives that are enclosed in a physical protective covering that will retain the explosives securely and will offer significant protection against accidental detonation during approved handling and intraplant transportation operations. Classified information. Top Secret, Secret, and Confidential Restricted Data, Formerly Restricted Data, and National Security Information, for which the Department is responsible and that requires safeguarding in the interest of national security and defense.

Classified interest. Classified documents, information, or material including classified special nuclear material possessed by the Department, a contractor of the Department, a Departmental facility, or any other facility under the Department’s jurisdiction. Classified matter. Classified information, documents, parts components, or other material. Classified telecommunications facility. A facility that contains both crypto equipment and input/output equipment for the electronic transmission, receipt, or processing of classified information. The crypto equipment and input/output equipment may either be installed in the same area and share common security measures or be installed in different parts of the DOE 6430.1A Abbreviations and glossary 4-6-89 Page 11 same security area connected by a protected distribution system, with each area having its own security measures. Cognizant DOE authority. An entity in the DOE field organization unless otherwise stated. Confinement area. An area having structures or systems from which releases of hazardous materials are controlled. The primary confinement systems are the process enclosures (glove boxes, conveyors, transfer boxes, other spaces normally containing hazardous materials), which are surrounded by one or more secondary confinement areas (operating area compartments). Confinement system. The barrier and its associated systems (including ventilation) between areas containing hazardous materials and the environment or other areas in the facility that are normally expected to have levels of hazardous materials lower than allowable concentration limits. Construction joint. A vertical or horizontal concrete surface where construction can be temporarily interrupted and continued later. Construction projects. New facility, facility addition, and facility alteration projects where engineering and design are required in their performance Construction project planning. All activities that are performed, after the initial identification of a project, for the purposes of developing the project concept, reliable cost estimates, realistic performance schedules, and methods of performance Cooper E. The recommended live load in pounds per axle and the uniform trailing load for each track. Corrosivity. The tendency of a metal to wear away another material by chemical attack Cover. The depth of soil coverage above an underground utility. Credible accident. Those accidents with an estimated probability Natural phenomena use separate probability criteria as stated in of occurrence > UCRL-15910. Critical area. Those structures and enclosures containing safety class items whose continued integrity is essential to ensure the operability of those safety class items in the event of a DBA. Critical facilities. Facilities such as those for radioactive material handling, processing, or storage and those facilities having high replacement value or vital importance to DOE programs Criticality incident. An accidental, self-sustained atomic chain reaction. Crossing frogs. A device that enables the wheels of a train to cross the rail of an intersecting track. Crown, roadway. The high point of a roadway cross-section (usually at the centerline). Abbreviations and glossary DOE 6430.1A Page 12 4-6-89 Crypto. A designation or marking applied to classified and unclassified telecommunications keying material indicating that it requires special accounting and safeguarding.

Cultural resource sites. Human-associated ruins of archaeologic significance. Curb inlet. An inlet to a subsurface stormwater conveyance system. Curb return. The end point of a curb radius. Datum. A direction, level or position from which angles, heights or distances are conveniently measured Dead load. A non-varying load exerted by the weight of a mass at rest. Decommissioning. The process of closing and securing a nuclear facility, or nuclear materials storage facility so as to provide adequate protection from radiation exposure and to isolate radioactive contamination from the human environment. Decontamination. The act of removing a chemical, biological, or radiologic contaminant from, or neutralizing its potential effect on, a person, object or environment by washing, chemical action, mechanical cleaning, or other techniques. Dedicated tire water system. A water storage and distribution system that is available for and used solely for fire protection purposes, as opposed to a combined system that may be used for potable and process water supply in addition to fire protection. Deflagration. A rapid chemical reaction in which the output of heat is sufficient to enable the reaction to proceed and be accelerated without input of heat from another source. Deflagration is a surface phenomenon, with the reaction products flowing away from the unreacted material along the surface at subsonic velocity. The effect of a true deflagration under confinement is an explosion. Confinement of the reaction increases pressure, rate of reaction and temperature and may cause transition into a detonation. Deflection angle. The angle measured between a foresight and a prolongation of the backsight. DepartmentaI-approved equipment. Equipment (e.g., alarm, assessment, monitoring detection) used in conjunction with all or other elements of a site-specific safeguards and security system as described in the site-specific safeguards and security plan (after such plan is approved by the Departmental element). Departmental elements. DOE headquarters and field organizations. Design basis accidents (DBAs). Postulated accidents, or natural forces, and resulting conditions for which the confinement structure, systems, components and equipment must meet their functional goals. These safety class items are those necessary to assure the capability to safely shut down operations, maintain the plant in a safe shutdown condition, and maintain integrity of the final confinement barrier of radioactive or other hazardous DOE 6430.1A Abbreviation and glossary 4-6-89 Page 13 materials; to prevent or mitigate the consequences of accidens; or to monitor releases that could result in potential offsite exposures. Design basis earthquake (DBE) (equivalent to safe shutdown earthquake). An earthquake that is the most severe design basis accident of this type and that produces the vibratory ground motion for which safety class items arc designed to remain functional. Design basis fire (DBF). A fire that is the most severe design basis accident of this type. In postulating such a fire, failure of automatic and manual fire suppression provisions shall be assumed except for those safety class items/systems that are specifically designed to remain available (structurally or functionally) through the event. Design basis flood (DBFL). A flood that is the most severe design basis accident of that type applicable to the area under consideration.

Design basis tornado (DBT), explosion or criticality. A tornado that is the most severe design basis accident of that type applicable to the area under consideration. Design flood. The flood, (either observed or synthetic) chosen as the basis for the design of a hydraulic structure. Detection. The positive assessment that a specific object is the cause of an alarm. Detection equipment. Any equipment or system that is designed to provide a high probability of positive assessment of intrusion. Detonation or explosion. A violent chemical reaction within a chemical compound or mechanical mixture evolving heat and pressure. It is a reaction that proceeds through the reacted material toward the unreacted material at a supersonic velocity. The result of the chemical reaction is the exertion of extremely high pressure on the surrounding medium, forming a propagating shock wave of supersonic velocity. For the purposes of these criteria the terms detonation and explosion will be used interchangeably regardless of the velocity of the reaction or propagating shock wave. Detonator. The explosive device that is used to initiate the detonation of other explosives. DOE cognizant authority. See Cognizant DOE authority. DOE Energy Management Coordinator. The DOE site representative designated responsible for energy management. DOE Fire Protection Authority. The DOE site representative responsible for fire protection. DOE Safeguards and Security Coordinator. The DOE site representative designated responsible for safeguards and security. Duress system. A system that can covertly communicate a situation of duress to a security control center or other personnel who can notify a security control center. Abbreviations and glossary DOE 6430.1A Page 14 4 - 6 - 8 9 Earth-lined channel. An open channel conveyance structure with sides and bottom constructed of naturally occurring earth materials. Effective dose equivalent. The dose equivalent from both external and internal irradiation defined by WT HT where HT is the dose equivalent in tissue T and WT is the weighting factor representing the ratio of the risk arising from irradiation of tissue T to the total risk when the whole body is irradiated uniformly. The effective dose equivalent is expressed in units of rem. Effluent. Treated wastewater or airborne emissions discharged into the environment. Egress. The act of departing from a point of access. Electroexplosive device (EED). A device containing some reaction mixture (explosive or pyrotechnic) that is electrically initiated. The output of the initiation is heat, shock, or mechanical action. Emergency controI center (ECC). A facility from which designated management can immediately direct the response to an emergency. The ECC may be an office, conference room, or other predesignated location having communication and informational materials appropriate to carry on the necessary supportive functions of directing an emergency response. Emergency control station (ECS). A location within or near a designated critical facility or plant area for the purpose of maintaining control, orderly shutdown, and/or surveillance of operations and equipment during an emergency. Emergency operations center (EOC). An alternate control center at a secure and protected location (where possible), designed and equipped to support a cadre of management and supporting personne, who will direct DOE field-organization operations necessary to carry out assigned, essential, major-emergency responsibilities.

Emergency planning zone. An area for which planning is done to ensure that prompt and effective actions can be taken to protect the environment and the health and safety of on-site personnel and the public in the event of a major emergency. Emergency power. DBA-qualified and seismic category-I-qualified, fully redundant power generation, switching, and distribution system that meets the IEEE 1E criteria. It is designed to activate on loss of the normal power supply (or in the case of UPS systems, be on-line) and is used to supply SC-1 items, components, and/or systems with power to allow them to maintain their safety class functions. Emergency Power Systems. The auxiliary power systems that provide power to safety and security related equipment during periods of partial or total power failure of associated primary power system. Encasement, concrete. a potable waterline to Placement of concrete around a sewer at its point of intersection with provide a leakage barrier. DOE 6430.1A Abbreviations and glossary Page 154-6-89 Enclosure. A primary confinement system such as process systems, glove boxes, conveyors, hot cells, and canyons. Enegy monitoring and control system. See energy management system. Energy management system. An automated system for monitoring and controlling energy- related systems and devices. Engineered safety feature (ESF). Systems or design characteristics that are provided to prevent or mitigate the potential consequences of postulated design basis accidents. Art engineered-safety-feature system is a safety class system. Entry control point. Controlled access entry point to a site or a secured area. Exclusion area. A security area for the protection of classified matter where mere access to the area would result in access to classified matter. Expansion joint. A joint between parts of a structure to avoid distortion when subjected to temperature change. Explosive. Any chemical compound or mechanical mixture that, when subjected to heat, impact, friction, shock, or other suitable initiation stimulus, undergoes a very rapid chemical change with the evolution of large volumes of highly heated gases that exert pressures in the surrounding medium. The term applies to materials that either detonate or deflagrate. Explosives activity. Each function (storage, handling, and processing) involving explosives from the manufacture or receipt of the explosives through the final shipping configuration, including final storage but excluding the movement of explosives between explosives areas. Explosives bay. A location (room, cubicle, cell, work area) containing a single type of explosives activity that affords the requirement protection for the appropriate hazard classification (Class I, II, III, or IV as defined below) of the explosives activity involved Examples of such explosives activities are machining, pressing, meltcasting, nondestructive testing, and assembly operations. Explosives building. Any structure containing one or more explosives bays. Explosives hazard classes. The level of protection required for any specific explosives activity, based on the hazard class (accident potential) for the explosives activity involved. Four hazard classes are defined for explosives activities as follows in definitions for explosives hazard classes I-IV.

Explosives hazard Class I. Class I consists of those explosives activities involving a high potential for an accident that is unacceptable for the exposure of any personnel, thus requiring remote operations. In general, this would include activities where the energies that may interface with the explosives are approaching the upper limits of safety, and/or loss of control of the energy is likely to exceed the safety limits for the explosives involved. This category includes those research and development activities where the safety implications have not been fully characterized. Examples of class I activities are screening blending, pressing, extrusion, drilling of holes, dry machining, some wet machining, machining Abbreviations and glossary DOE 6430.1A Page 16 4-6-89 explosives and metal in combination, development of some new explosives or explosives processing methods, and explosives disposal. Explosives hazard, Class II. Class II consists of those explosives activities that involve a moderate potential for an accident because of the type of explosives, the condition of the explosives and/or the nature of the operations involved. This category consists of activities where the accident potential is greater than Class III but the exposure of personnel performing contact operations is acceptable. Included are activities where the energies that do or may interface with the explosives are normally well within the safety boundaries for the explosives involved but where the loss of control of these energies might approach the safety limits of the explosives. Examples of Class II activities involving HE are weighing, some wet machining, assembly and disassembly, and environmental testing (exposure of explosives samples to variations in temperature, humidity, etc.). It should be noted that some environmental testing is a Class I (remote) activity (e.g., heating an explosives sample to within of its critical temperature). Explosives hazard Class III. Class III consists of those explosives activities that represent a low potential for an accident because of the type of explosives, the conditions of the explosives and/or the nature of the activity involved. Class III includes explosives activities where the accident potential of the operation being performed is not significantly different from explosives storage. Examples are normal handling, storage, packaging, unpackaging, and some inspection and nondestructive testing. Explosives hazard, Class IV. Class IV consists of those explosives activities with insensitive high explosives (IHE) or IHE subassemblies that, although mass detonating, are so insensitive that there is negligible probability for accidental initiation or transition form burning to detonation. Explosions will be limited to pressure ruptures of containers heated in a fire. Although the fire hazards of IHE or IHE subassemblies are not as great as those of other explosives, it is classified as hazard class/division 1.3 (mass fire) to be consistent with DOD 6055.9. Most processing and storage activities with IHE and IHE subassemblies are class IV. However, the following are examples of explosive activities with IHE or IHE subassemblies that remain class I: pressing, some machining (see DOE/EV 06194); dry blending, dry milling, and dry screening. External corrosion. Corrosion of that portion of a metal structure (i.e., pipe) that is exposed to external elements such as air, water, or soil.

Facilities. Buildings and other structures, their functional systems and equipment, and other fixed systems and equipment installed therein; outside plant, including site development features such as landscaping, roads, walks, and parking areas; outside lighting and communication systems; central utility plants; utilities supply and distribution systems; and other physical plant features. As used in these criteria, the term “nuclear facilities” is synonymous with the definition of this same term as contained in DOE 5480.5. Facility authority. The individual, designated by the DOE project manager, developing specific project criteria not contained in the DOE 6430.1A. Facility boundary. The fence or other barrier that surrounds and prevents uncontrolled access to the facility or facilities. DOE 6430.1A Abbreviations and glossary 4-6-89 Page 17 Fail-safe. A design characteristic by which a unit or system will become safe and remain safe if a system or component fails or loses its activation energy. Field element. Any departmental organizational component located outside the Washington, D.C., metropolitan area. Fissile material. A nuclide capable of undergoing fission by interaction with slow neutrons provided the effective thermal neutron production cross section, exceeds the effective thermal neutron absorption cross section, Flexural strength. The strength of a material in bending that is, resistance to fracture. Force main. The discharge line from a savage or stormwater lift station. Freeboard. The height between the normal water surface elevation and the top of a hydraulic structure. GDC Planning Board. The DOE advisory group of major Headquarters and field organizations involved in the construction of facility acquisitions, which includes those organizations having planning, design, construction, environmental, safety and health, research, operations, and maintenance functions. Grade beam. A reinforced concrete beam placed directly on the ground to provide the foundation for the superstructure. Hazardous material. Any material that has been determined to be capable of posing an unreasonable risk to health, safety, or property. Halogenated. Compounds that contain a halogen element (i.e., fluorine, chlorine, bromine or iodine). High-efficiency particulate air (HEPA) filters. A high-efficiency particulate air filter having a fibrous medium that produces a particle removal efficiency of at least 99.97% for 0.3- micrometer particles of dioctylphthalate (DOP) when tested in accordance with MIL-STD- 282. High explosives (HE). Explosive substances capable of mass detonation, and for which there is a significant probability of accidental initiation or transition from burning to detonation. High-level waste (HLW). The highly radioactive waste material that results from the reprocessing of spent nuclear fuel, including liquid waste produced directly in reprocessing and any solid waste derived from the liquid, that contains a combination of TRU waste and fission products in concentrations as to require permanent isolation. Higher standard of protection. A level of fire protection that exceeds the of protection. This level of protection may sometimes be justified for the security, program continuity, or protection of the public. improved risk level purpose of national Abbreviations and glossary DOE 6430.1A Page 18 4-6-89 Holdup (nuclear material). Holdup is the nuclear material that is retained in process equipment at inventory time.

Hot lines. Phone numbers of local service companies factory-authorized to replace system components or appurtenances or value repairs to same. Direct customer service phone numbers of manufacturers shall also be considered as "hot lines." Human factors. The biomedical, psychosocial, work place environment, and engineering considerations pertaining to people in a human-machine system. Some of these considerations are allocation of functions, task analysis, human reliability, training requirements, job performance aiding, personnel qualification and selection, staffing requirements, procedures, organizational effectiveness, and workplace environmental conditions. Human factors engineering. The application of knowledge about human performance capabilities and behavioral principles to the design, operation, and maintenance of human- machine systems so that personnel can function at their optimum level of performance. Hydraulic structures. A structure for the conveyance and/or control of water under nonpressure open-channel flow. IHE subassemblies. IHE hemispheres or spheres with booster charges, with or without detonators, that pass the DOE qualification tests listed in Table IX-2 of DOE/EV 06194. IHE weapons. Weapons listed in DOE/DNA TP 20-7 as exempt from storage and transportation limits are classified as IHE weapons when stored or transported alone or in combination with each other. This classification is valid only by storage/shipping containers or, if out of containers, by the spacing specified in TP 20-7. Impervious. That property of a surface that does not allow water or other fluids to pass through. Improved risk. Generally, an improved risk level of property protection is one that would qualify for complete insurance coverage by the Factory Mutual system, the industrial risk insurers or other industrial insurance companies that limit their insurance underwriting to the best protected class of industrial risk. Ingress. The act of entering a structure or area through a point of access. Inhabited building distance. The minimum separation distance allowed between any explosives building and an installation boundary, between adjacent explosives buildings and/or other concentrations of personnel in non-explosives facilities such as administrative offices, shops, warehouses, inspection and test facilities, explosives laboratories, and so forth. This distance shall be determined based on maximum explosives weight, using the table in DOD 6055.9. Initiation stimulus. Energy input to an explosive in a form potentially capable of initiating a rapid decomposition reaction. Typical initiation stimuli arc heat, friction, impact, electrical DOE 6430.1A Abbreviations and glossary 4-6-89 Page 19 discharge, and shock. An initiator is a device that provides initiation stimuli (e.g. detonators, squibs, etc.). In-process or in-use material. Material that is integral to the manufacturing or production processes and is needed to maintain continuity of operations. Other material that requires temporary location near the pertinent process areas in readiness for near-term use or for movement to other process areas may also be considered "in-process." For material involved in laboratory operations, analogous definitions shall be applied to determine eligibility for the "in-process" or "in-use" category and consequent exclusion from storage requirements of these criteria.

Insensitive High Explosives (IHE). Explosive substances that, although mass detonating, are so insensitive that there is negligible probability of accidental initiation or transition from burning to detonation. The materials passing the DOE qualification tests in Table IX-1 of DOE/EV 06194 are classified as IHE, and are listed in Table IX-2 of the same document. In-situ. In the existing or original location. Interfaces. The relationships between two or more system components, or between the work environment and one or more system components. Human performance is a function of the physical interfaces between people and equipment; the environments within which people or equipment work; the type and amount of training people receive; the accuracy and ease of use of the procedures people are given for guidance; and the effectiveness of the organizations in which people work. Intraline separation (barricaded). The minimum quantity-distance separation allowed between buildings as described in the paragraph below when an effective barricade (as defined in DOD 6055.9) is interposed between building This distance is one-half the unbarricaded intraline separation. This distance (corresponding to approximately 82.7Kpa (12 psi) peak overpressure for Class 1.1 explosives) shall be determined based on the maximum explosives weight, using the tables in DOD 6055.9. Intraline separation (unbarricaded). The minimum quantity-distance separation allowed between explosives buildings on a plant site unless equivalent protection to personnel and property is provided by building design and construction, or a barricade as noted in the paragraph above. This distance (corresponding to approximately 24kPa (3.5 psi) peak overpressure for Class 1.1 explosives) shall be determined based on the maximum explosives weight, using the tables in DOD 6055.9. Intrusion alarm system (perimeter or interior). Detection hardware and/or software composed of sensors, alarm assessment systems, and alarm reporting systems (including alarm communications and information display equipment). Inverted siphon. A pressure pipeline crossing under a highway or other obstruction. Ion exchange. A chemical reaction used in water or wastewater treatment processes in which mobile hydrated ions of a solid are exchanged (with ions of like charge in solution). Abbreviations and glossary Page 20 DOE 6430.1A 4-6-89 Isolation zone. An area surrounding a protected facility that has been cleared of any objects that could conceal vehicles or individuals, and that affords unobstructed observation of, or other means of detection of, entry into the area. Joint frequency distribution. The result of a frequency analysis of the probability of the occurrence of two or more random events (e.g., hydrologic or meteorologic] parameters). Karst terrain. An irregular limestone region with sinks, underground streams and caverns Land application. A disposal method for wastewater effluents and sludges. Landfill. A site for disposal of solid waste in which compacted layers are covered with soil. Leachate. A solution containing dissolved and finely suspended solid matter and microbial waste products produced by groundwater or infiltrating surface water movement through solid waste. Life-cycle cost. Ail costs except the cost of personnel occupying the facility incurred from the time that a space requirement is defined until that facility passes out of the government’s hands.

Limited area. A security area for the protection of classified matter where guards, security inspectors, or other internal controls can prevent access by unauthorized persons to classified matter. Live load. A moving load or a load of variable force acting on a structure, in addition to its own weight. Load factor. The strength-to-service-load ratio. Low-level waste (LLW). Radioactive waste not classified as high-level waste, TRU waste, spent nuclear fuel, or byproduct material, as defined by DOE 5820.2A Magazine. Any building or structure, except an operating building, used for the storage of ammunition or explosives. A storage area containing magazines shall be located at not less than an inhabited building separation from other areas, such as operational explosives buildings, administration/office buildings, shop, and installation boundaries. Magazine separation. The minimum quantity-distance separation between magazines (not including service magazines) within a storage area. Siting of magazines within a storage area with respect to one another and location of facilities such as guard shelters and loading docks in storage areas are covered in DOD 6055.9. Maximum explosives weight shall be used in determining separation distances. Mass concrete. A large volume of cast-in-place concrete with dimensions large enough to require that measures be taken to cope with the generation of heat and attendant volume change and to minimize cracking. DOE 6430.1A Abbreviations and glossary 4-6-89 Page 21 Material access area. An area that contains a Category I quantity of special nuclear material and is specifically defined by physical barriers, located within a protected area, and subject to specific access controls. Material balance area (MBA). A subsidiary account of a facility designed to establish accountability and to localize inventory differences. Maximal effective pressure. The highest of: (1) the peak incident pressure, (2) the incident plus dynamic pressure, or (3) the reflected pressure. Maximum probable flood. A hypothetical flood (peak discharge, volume, and hydrography shape) that is considered to be the most severe reasonably possible, based on comprehensive hydro-meteorological application of probable maximum precipitation and other hydrological factors favorable for maximum flood runoff such as sequential storms and snowmelts. Monumentation. The act of setting a permanent survey control point. New storage facility. A newly constructed facility or the conversion of existing facility, or portion of an existing facility, for use as an unirradiated enriched uranium storage facility. Nationally recognized testing laboratory. An organization that is recognized by OSHA in accordance with Appendix A of 29 CFR 1910.7 and that tests for safety, and lists or labels or accepts equipment or materials. (Examples include FM and UL.) Nuclear facility. A facility whose operations involve radioactive materials in such form and quantity that a significant nuclear hazard potentially exists to the employees or the general public. Includes are facilities that: (1) produce, process, or store radioactive liquid or solid waste, fissionable materials, or tritium; (2) conduct separations operations; (3) conduct irradiated materials inspection, fuel fabrication, decontamination, or recovery operations; or, (4) conduct fuel enrichment operations. Incidental use of radioactive materials in a facility operation (e.g., check sources, radioactive sources, and X-ray machines) does not necessarily require the facility to be included in this definition. Accelerators and reactors and their operations are not included.

Occupiable area. See definition in 41 CFR 101-17.003. Occupied area (explosives). Any work area to which personnel are assigned or any non-work area where persons regularly congregate. In the context of Class II bays for explosives facilities, sass ramps and plant roads are not considered occupied areas. Operating area compartment. An area or series of areas that contain process enclosures, and/ or their attendant equipment located within that area or series of areas. Operating basis accident (OBA). Maximum severity accident under which the plant structure, systems, and components are designed to either remain operable or be readily restored to operating condition. This is the highest severity event that the operating contractor may recover from without DOE approval. Operational DBA. Any design basis accident caused by an internal event. Direct causes are usually poor design or procedures, operator errors, equipment failures, or inadequate Abbreviations and glossary DOE 6430.1A Page 22 4-6-89 technical development (unknowns) that lead to the accident. The major accident categories are explosion, fire, nuclear criticality, leaks to the atmosphere, and leaks to the aquatic environment. Operational safety requirements (OSR). Those requirements that define the conditions, safe boundaries, and bases thereof and management control required to assure the safe operation of a nuclear facility. Overpressure. The maximal effective pressure is the highest of (1) the peak incident pressure, (2) the incident plus dynamic pressure, or (3) the reflected pressure (ref. TM 5-1300). Peak positive incident pressure The almost instantaneous rise from the ambient pressure caused by a blast wave’s pressure disturbance. Pervious. That property of a surface that allows water or other fluids to pass through Permafrost. A permanently frozen layer of variable depth below the earth’s surface in regions. pH. A term used to describe the hydrogen-ion activity or concentration of a solution. frigid Physical protection (physical security). The application of methods for preventing diversion of nuclear material or for detecting such diversion as it occurs. Physically separated. Set apart by distance, fences, walls or similar obstructions. Plastic yielding. The point at which permanent deformation occurs when tensile stress is imposed on a material. Plutonium processing and handling facility. Any facility constructed primarily to process plutonium (including Pu 238) and that handles substantial quantities of in-process plutonium where there is a possibility of a release of plutonium to the environs under normal operations or design basis accident conditions in excess of limits set forth in the directive on Radiation Protection of the Public and the Environment in the DOE 5400 series. Plutonium storage facility. Any facility constructed to store strategic (category I) quantities of plutonium. Point of nearest public access. Location inside or outside the site boundary where a member of the public could legally be (e.g., visitor center or public highway) without the specific knowledge of the owner or operator Portland cement. A mixture of lime-and clay-bearing materials that are calcined to form a clinker, which is then pulverized, to form a fine powder for mortar and concrete mixtures. Preliminary safety analysis report (PSAR). See safety analysis report. Primary confinement system. See confinement area. 4-6-89 DOE 6430.1A Abbreviations and glossary

Page 23 Probable maximum flood (PMF). The hypothetical flood (peak discharge, volume, and hydrograph shape) that is considered to be the most severe reasonably possible, based on comprehensive hydrometeorological application of maximum precipitation and other hydrological factors favorable for maximum flood runoff such as sequential storms and snowmelts. Project design criteria. Those technical data and other project information developed during the project identification, conceptual design and/or preliminary design phases. They define the project scope, construction features and requirements, design parameters, applicable design codes, standards, and regulation, applicable health, safety, fire protection, safeguards, security, energy conservation, and quality assurance requirements; and other requirements. The project design criteria are normally consolidated into a document that provides the technical base for any further design performed after the criteria are developed. Property protection area. An area set aside for the protection of property as required by these criteria. Protected area. An area encompassed by physical barriers (e.g., walls or fences), subject to access controls, surrounding a material access area or containing Category II special nuclear material. Public travel route. Any public street, road, highway, or passenger railroad (including roads on DOE-controlled land open to public travel). Pyrophoric-igniting spontaneously. Emitting sparks when scratched or struck especially with steel. Quality assurance. All those planned and systematic actions necessary to provide adequate confidence that a facility, structure, system, or component will perform satisfactorily and safely in service. Quality assurance includes quality control, which is all those actions necessary to control and verify the features and characteristics of a material, process, product, or service to specified requirements. Quality assurance records. Includes results of reviews, inspections, audits, and material analyses; monitoring of work performance; qualification of personnel, procedures, and equipment; and other documentation such as drawings, special reports, and corrective action reports. Quantity-distance. The quantity of explosives and the distance separation relationship that provides defined types of protection. These relationships are based on levels of risk considered acceptable for a stipulated exposure and are tabulated in the appropriate quantity-distance tables in DOD 6055.9. Separation distances shall be considered minimum distances; greater distances should be used whenever practicable. Radio repeater stations. Unmanned radio transmission facilities, usually located in remote areas. Rational method. As applied to drainage design, the expression of peak discharge as equal to the product of rainfall intensity, drainage area and a runoff coefficient depending on drainage basin characteristics. Abbreviations and glossary DOE 6430.1A Page 24 4-6-89 Real Property Inventory System (RPIS). The Department of Energy’s automated real property reporting system. Receiving stream. Stream that receives outfall discharge of wastewater effluents. Refractories. Refractoriea include nonmetallic materials having those chemical and physical properties that make them applicable for structures, or as components of systems, that are exposed to environments above Regional frequency analysis. An analysis that addresses the probability of the occurrence of two or more random hydrologic events.

Reinforcement ratio. The percentage of tension reinforcement in a reinforced concrete beam. Rem. A unit of dose equivalent that is the product of absorbed dose (D) in rads in tissue, a quality factor (Q), and other modifying factors (N). Derived from roentgen equivalent man. Remote interrogation points. Locations for receiving information (e.g., printouts) transmitted by automatic data processing centers. Required strength (U). Required strength to resist factored loads or related internal moments and forces. Reservoir routing. A technique used in hydrology to compute the effect of reservoir inflow on reservoir outflow. Response time. This term when used to specify performance of a rapid action deluge fire protection system represents the elapsed time between the initiation of the incident and water application to the material being protected. Retaining wall. A wall designed to maintain differences in ground elevations by holding back a bank of material. Return period. The average number of years within which a given hydrologic event will be equaled or exceeded. Routine waste. Waste generated due to normal operations and anticipated abnormal events. Safeguards. An integrated system of physical protection, material accounting, and material control measures designed to deter, prevent, detect, and respond to unauthorized possession, use, or sabotage of special nuclear materials. In practice, safeguards involve the development and application of techniques and procedures dealing with the establishment and continued maintenance of a system of activities including physical protection, quantitative knowledge of the location and use of special nuclear materials, and administrative controls and surveillance to assure that procedures and techniques of the system are effective and are being carried out. Safeguards include the timely indication of possible diversion or credible assurances by audits and inventory verification that no diversion has occurred. Safe shutdom earthquake. See Design basis earthquake. DOE 6430.1A 4-6-89 Abbreviations and glossay Page 25 Safety analysis report (SAR). A report, prepared in accordance with DOE 5481.1B, that summarizes the hazards associated with the operation of a particular facility and defines minimum safety requirements. A Safety Analysis Report is designated as final when it is based on final design information. Otherwise, it k designated as preliminary. Safety class (SC). Three levels that are assigned to items (components, systems, or structures) that must be designed to provide specific functions to protect operators, the public, or the environment. These levels are as follows: SC-1: Provides function and/or structural integrity for mitigation of event severities up to and including DBAs. SC-2: Provides function and/or structural integrity for mitigation of event seventies up to and including OBAs. SC-3: Provides function and/or structural integrity for mitigation of event severities up to and including UBC and those that are industrial safety related. Further description is contained in Section 1300-3.2, Safety Class Items. Safety class item. Systems, components and structures, including portions of process systems, whose failure could adversely affect the environment or safety and health of the public. Determination of classification is based on analysis of the potential abnormal and accidental scenario consequences as presented in the SAR (as required by 5481.1B).

Safety limit. A limit on an important proms variable that is necessary to provide reasonable protection to the integrity of certain physical barriers that guard against the uncontrolled release of radioactivity or an accidental criticality. Sanitary engineering structures. Tanks, reservoirs, and other structures commonly used in water and waste treatment works, where dense, impermeable concrete with high resistance to chemical attack is required Sanitary landfill. A system for disposal of garbage, trash, and other rubbish from domestic sources in compacted layers covered with soil to a depth sufficient to exclude rats, flies, and other vectors. Most sites provide for leachate control. Saturated zone. That region below the ground surface where the groundwater is above atmospheric pressure. Secure communications center. A security area devoted in whole or in part to the encryption and decryption of sensitive and/or classified information. Security. Activities through which DOE defines, develops, and implements its responsibilities under the Atomic Energy Act of 1954, as amended, Federal statutes, Executive Orders, and other directives, for the protection of Restricted Data and other classified information or matter, nuclear weapons and nuclear weapon components, and for the protection of Department and Departmental contractor facilities, property, and equipment. Security is also applied to special nuclear materials. When physical, personnel, and technical security are Page 26 Abbreviations and glossary DOE 6430.1A 4-6-89 combined with material control and material accountability, the protection is referred to as safeguards. Security area. A physically defined space containing a Departmental security interest and subject to physical protection and access controls. Security interest. Any of the following that requires special protection classified matter, special nuclear material, security shipments, secure communications centers, sensitive compartmented information facilities, automatic data processing centers, or other systems including classified information, or Departmental property. Seismic category I. A level and method of seismic qualification that provides documented assurance that an item, component, or system can continue to perform its required function. Qualification includes all SC-1 and selected SC-2 and SC-3 items, components, or systems. Service magazine. An auxiliary building of an operating line used for the intermediate storage of explosives within the operational plant area. The amount of explosives is normally limited to a maximum consistent with intraline separation from other explosives buildings based on the quantity of explosives in the service magazine Setback. Building offset from a property line, sidewalk, or street right-of-way. Shall. Denotes a requirement. Shall consider. Requires that an objective assessment be performed to determine to what extent the specific factor, criterion, guideline, standard, etc., will be incorporated into or satisfied by the design. The results and basis of this assessment shall be documented. Such documentation shall be retrievable and can be in the form of engineering studies, meeting minutes, reports, internal memoranda, etc. Sheet piling. Closely-spaced piles of wood, steel, or concrete driven vertically into the ground to obstruct lateral movement of earth or water. Shoring. Temporary bracing of an existing building foundation to provide support during adjacent excavations. Also applies to supporting construction of above grade floors.

Should. Denotes a recommendation. Single failure. An occurrence that results in the loss of capability of a component to perform its intended safety function(s). Multiple failures, i.e., loss of capability of several components, resulting from a single occurrence are considered to be a single failure. Systems are considered to be designed against an assumed single failure if neither (1) a single failure of any active component (assuming passive components function properly) nor, (2) a single failure of any passive component (assuming active components function properly) results in loss of the system’s capability to perform its safety function(s). Site boundary. A well-marked boundary of the property over which the owner or operator an exercise strict control without the aid of outside authorities. DOE 6430.1A 4-6-89 Abbreviatins and glossary Page 27 Site-specific safeguards and security plan. A specific description of the systems and procedures implemented and planned to protect Departmental security interests and other property. The format for site-specific safeguards and security plans can be obtained from DP- 34. Slanting. The incorporation, without appreciable extra cost or reduction in efficiency, of certain architectural and engineering features into new structures (except temporary type) or portions of the structures to improve their ability to resist the effects of an attack and to offer protection to personnel and material. Soil resistivity. The measured potential difference between two points in a naturally occurring soil between which a known electric current is passed. Soil mechanics. The application of the laws of solid and fluid mechanics to soils and similar granular materials as a basis for design, construction, and maintenance of stable foundations and earth structures. Special nuclear material (SNM). Plutonium, uranium-233, uranium enriched in uranium-233 or in the uranium-235, or any material artificially enriched in any of the foregoing (but does not include source material) and any other material that, pursuant to the provisions of Section 51 of the Atomic Energy Act of 1954, as amended, has been determined to be special nuclear material. SNM vault. A penetration-resistant, windowless enclosure that has (a) walls, floor, and ceiling substantially constructed of materials that afford penetration resistance at least equal to that of 8-inch thick reinforced concrete; (b) any openings greater than 96 square inches in area and over 6 inches in the smallest dimensionprotected by imbedded steel bars at least 5/8 inches in diameter on 6-inch centers both horizontally and vertically; (c) a built-in combination locked steel door that in existing structures is at least 1-inch thick exclusive of bolt work and locking devices and that for new structures at least meets the Class 5 standards as set forth in FS AA-D-6008 of the Federal Specifications and Standards cited in 41 CFR 101. Staging bays (in-process). A bay(s) within an operating building used to stage explosives in excess of four hours supply. This practice is permissible as long as the bay(s) is designed to provide Class II level of protection. Standby power. A reserve power generation or supply with switching devices that will supply power to selected loads in the event of a normal power failure. It is not required to have redundant equipment or to operate through events greater than UBC. A standby power system shall not be classified SC-1.

Storage area compartment. An area or series of areas that contain storage enclosures. Structural collapse. The failure of a structural component as a direct result of loss of structural integrity of the facility being subjected to various loadings. Subbase. A layer of granular material located beneath the base course of a highway pavement. Abbreviations and glossary DOE 6430.1A Page 28 4-6-89 Subcritical flow. Open channel flow having a low velocity and a froude number less than unity (also described as tranquil or streaming flow). Subgrade modulus. The slope of a load-settlement diagram constructed with data from field loading tests on the actual subgrade. Subslab. Also known as a structural slab, base slab, mud slab, or wearing slab. The concrete slab below the waterproofing membrane in a double-slab configuration. Substantial construction. If determined by the cognizant DOE security personnel, classified matter shall be stored in a building or portion thereof that provides a physical barrier of the required penetration times and resistance. NBS Technical Note 837 shall be used for a comparison of the forcible penetration time through different structural barriers. Supercritical flow. Open channel flow having a high velocity and a froude number greater than unity (also described as rapid, shooting or torrential flow). Superelevation. The practice of elevating one side of a roadway over the other on curves in alignment. Support building. Any structure (including utilities) directly supporting explosives activities but containing no explosives. Surfactant (surface-active agent). A soluble compound that reduces the surface tension of liquids, or reduces interracial tension between two liquids or a liquid and a solid. Tactical response force. An armed combat force trained in security protection. Tension wires. Wires placed along the top and bottom of a chain link fence to provide tension and structural rigidity. TNT equivalent. A measure of the blast effects from the explosion for a given quantity of material expressed in terms of the weight of TNT that would produce the same blast effects when detonated. For safety and design purposes, a reasonable value can be obtained by substituting a measurement of energy release of blast effects. Transient (re: explosives facilities). Any person within inhabited building distance but not inside an explosives bay or other occupied areas (offices, break areas, shops, etc.). Transuranic elements. Those elements having an atomic number greater than 92 (uranium). Transverse. That which is extended or is lying across. TRU waste. Without regard to source or form, radioactive waste that at the end of institutional control periods is contaminated with alpha-emitting transuranic radionuclides with half-lives greater than 20 years and concentrations greater than 100 nCi/g. Regarding the Waste Isolation Pilot Plant, high-level waste and spent nuclear fuel as defined by DOE 5820.2A are specifically excluded by this definition. DOE 6430.1A Abbreviations and glossary 4-6-89 Page 29 Unattended openings. Doors, operable windows, hatches, louvered openings, etc., that are not attended by security guards or guarded by safety devices. Underpinning. Permanent supports replacing or reinforcing the older supports beneath a wall or column.

Uninterruptible power supply (UPS). A power supply that provides automatic, instantaneous power, without delay or transients, on failure of normal power. It can consist of batteries or full-time operating generators. It can be designated as standby or emergency power depending on the application. Emergency installations must meet the requirements specified for emergency power. Unirradiated enriched uranium. Naturally occurring uranium enriched with U-235 above its natural abundance of approximately 0.72% (weight percent) that has not been exposed to a neutron flux. Unit hydrography. A hydrography with a volume of l-inch of rainfall resulting from a storm of specified duration and areal pattern. Unit masonry. Includes brick made of clay or shale, sand lime, and concrete; structural clay, concrete masonry units, solid load bearings, tile, load-bearing and non-load-bearing, hollow load-bearing, and hollow non-load-bearing; natural stone and cast stone; ceramic glazed clay masonry, solid units, and hollow units; and prefaced concrete masonry units. Unpackaging room. The spaces in which receiving containers are opened and unpackaged and repackaged for storage or shipment and are surrounded by one or more secondary confinement areas. Useful life. The time period in which a building element can be expected to perform effectively with proper maintenance. Vault-type room. A DOE-approved room having combination-locked door(s) and protected by a Departmental-approved intrusion alarm system activated by any penetration of walls, floor, exiling, or openings or by motion within the room. Vector. An agent such as an insect, rodent, or the wind capable of mechanical or biologically transferring a pathogen from one location to another. Vital activity. Relating to integrity of a national security program or a safety function. Vital area. A security area for the protection of vital equipment. Vital equipment. Equipment, systems, or components whose failure or public health and destruction would cause unacceptable interruption to a national security program or harm to the health and safety of the public. Vital facility. A facility where vital activities occur. Vital program. A program designated vital by the program senior official. Abbreviations and glossary Page 30 DOE 6430.1A 4-6-89 Water hammer. Pressure rise in a pipeline caused by a sudden change in the rate of flow or stoppage of flow in the line. Work environment. The surroundings in which systems operate. Includes all of the conditions that may affect one or more system components, e.g., temperature/humidity, noise, light, vibration, toxic materials, radioactive materials. DOE 6430.1A 4-6-89 General Requirements Page 1-1 0101 0101-1 These criteria Division 1 General Requirements CRITERIA PURPOSE AND APPLICATION GENERAL provide mandatory, minimally acceptable requirements for facility design. The predominant model building code in the region shall govern on issues not revered in these criteria. State, municipal, county, and other local building and zoning codes and ordinances should be reviewed for possible conflicts with these criteria. While it is not mandatory that DOE projects comply with such local codes and regulations, the design professional is encouraged to cooperate with local officials and DOE personnel to accommodate the intent of local codes and regulations as much as possible.

These criteria apply to any building acquisition, new facility, facility addition and alteration, and leased facility that is required to comply with DOE 4300.1B. This includes on-site costructed buildings, pre-engineered buildings, plant-fabricated modular buildings, and temporary facilities. For existing facilities, original design criteria apply to the structure in general; however, additions or modifications shall comply with this Order and the associated latest editions of the references herein. Reactors and their safety systems shall be sited and designed according to DOE 5480.6. These criteria shall be applied in the planning. design and development of specifications for facilities, including the preparation of site-specific general design criteria and project-specific design criteria during the project planning phase. If there are any conflicts between these criteria and DOE directives, these criteria shall govern. Any such conflicts shall be brought to the attention of the Headquarters OPFM. Information cited in these criteria as being provided by the cognizant DOE authority shall be obtained by the design professional through the designated cognizant DOE authority. General Requirements Page 1-2 DOE 6430.1A 4-6-89 0101-2 CRITERIA DEVIATIONS DOE organizations with first-line responsibilities for facility projects shall determine to what extent these criteria shall be applied to projects in process under prior issuances of DOE 6430.1. In making this determination for projects already in the planning, design, construction, operating, or decommissioning phases, consideration shall include the current stage of budgeting, design, or construction and the potential cost and schedule effects of applying these criteria. For all projects subject to DOE 6430.1 series, these criteria are not intended to impose unnecessary design restrictions or requirements or to discourage design innovation. Professional architectural and engineering judgment shall be used in the interpretation and application of these criteria to specific projects. The contractor and/or DOE organizations responsible for facility projects shall review these criteria early in the planning phase and at later phases during the project construction process to determine if any of these criteria are not applicable or are not appropriate. The contractor shall document the criteria being used for each project in the project’s SAR (per Section 0110-5.2, Safety Analysis) such that compliance with these criteria can be verified during design, construction, and facility operation. Site-specific criteria shall be included in this documentation. Deviations may be granted by DOE organizations responsible for facility projects or granted by the DOE programmatic office responsible for the design of facilities when any of the following apply: A specific portion of the general design criteria is determined to be inadequate or inappropriate for the facility under design. Minor deviations are necessary or advantageous in the design professional’s professional judgment. A criterion does not reflect currently applicable codes, standards, regulations, or architectural or engineering principles and practices. A criterion affecting environmental protection or safety is less stringent than local or State codes or regulations. Deviations will achieve economies in facility construction, operation, or maintenance without significant adverse effects on programmatic or operating needs or DOE design policy and objectives.

Deviations will not affect DOE design policy and objectives and are determined to be necessary in the acquisition of buildings by lease or purchase. Deviations will not affect DOE design policy and objectives, are necessay, and are allowable under existing exemption or variance provisions of another DOE directive. Headquarters-level review and approval are not required for deviations from local or State codes or regulations that do not affect compliance with DOE policies or objectives. DOE 6430.1A 4-6-89 When a deviation is granted without Headquarters-level General Requirements Page 1-3 review and approval, the project file or other files as appropriate shall include full documentation of the deviation, including an analysis and justification for giving the deviation. Headquarters-level review and approval shall be required for the following deviations from these criteria: Deviations proposed for safety-class items (as defined in Section 1300-3.2, Safety Class Items, and determined by DOE 5481.1B) when such deviation will or may constitute an adverse impact on environmental protection, safety or health or other DOE design policies or objectives Deviations from requirements in Federal laws or regulations or Executive Orders; such deviations cannot be approved unless such laws, regulations, or Executive Orders provide for deviations or waivers OPFM shall, where responsibility is not otherwise prescribed by Executive Order or statute: Be notified of any deficiencies in these criteria or conflicts that exist between them and other DOE directives Determine the need for formal submittal of a proposed deviation Coordinate with and determine appropriate Headquarters organizations necessary to review and approve any deviations Review design project files or other files as appropriate containing documentation of deviations Requests for deviations requiring Headquarters level approval shall be prepared by the responsible field organization and submitted with justification to OPFM, the Headquarters outlay program organization(s) involved, and any other Headquarters organization as determined appropriate by OPFM. Nothing in these criteria shall preempt the specific requirements contained in other DOE directives relative to their processes and procedures for requesting exemptions, variances, or deviations. 0101-3 ORGANIZATION AND USE OF THESE CRITERIA 0101-3.1 General The organization of these criteria is adapted from the by the Construction Specifications Institute. MASTERFORMAT system developed The 16 numerical divisions of these criteria arc devoted to major building systems or design specialties. For example, Division 15 covers mechanical systems; Division 2, site and civil. The number of each section, paragraph, and subparagraph within each division includes that General Requirements DOE 6430.1A Page 1-4 4-6-89 division’s number (for example, 1550-2.2 is the second paragraph in section 1550-2, which is in Division 15). 0101-3.2 “Shall” and "Shall Consider" "Shall" in these criteria denotes a requirement. "Shall consider" requires that an objective assessment be performed to determine to what extent the specified factor, criterion, guideline, standard, etc., will be incorporated into or satisfied by the design. The results and basis of this assessment shall be adequately documented. Such documentation shall be retrievable and can be in the form of meeting minutes, reports, internal memoranda, etc. Some sections of these criteria contain other documentation requirements.

0101-3.3 References to Other Sections and Documents References to other parts of these criteria take the form "See Section 0110-12, Energy Conservation." The term "Section" is used to refer to topics, sections, paragraphs, and subparagraphs. The section’s title is given after its number. The 16 divisions are referred to as divisions. References to other documents are generally shorthand, as in "ACI 234" or "NFPA 13." Readers who are unfamiliar with an abbreviation can consult the Abbreviations section of these criteria. Each standard, regulation, DOE directive, or other referenced document is listed in Section 0106, Regulatory Requirements, or Section 0109, Reference Standards and Guides. These sections are not comprehensive lists of all major design standards and guides. They contain only those standards specifically mandated in one or more sections of these criteria. 0101-3.4 Special Facilities 0101-3.4.1 “-99” Sections Most criteria apply to all DOE facilities, including special facilities. Each division also contains requirements for special facilities; these criteria appear in sections numbered -99. For example, Division 15, Mechanical, contains criteria that apply to the design of all DOE facilities, both non-special and special facilities. In addition, Section 1550-99, Special Facilities, contains additional criteria on mechanical systems that apply only to the design of special facilities. Within the -99 sections, facility types are designated by the following numbers: 99.0, Nonreactor Nuclear Facilities-General 99.1, Laboratory Facilities (Including Hot Laboratories 99.2, Emergency Preparedness Facilities 99.3, Plutonium Processing and Handling Facilities DOE 6430.1A 4-6-89 99.4, Explosives Facilities 99.5, Unirradiated Enriched Uranium 99.6, Plutonium Storage Facilities 99.7, Occupational Health Facilities General Requirements Page 1-5 Storage Facilities 99.8, Telecommunications, Alarm, and ADP Centers and Radio Repeater Stations 99.9, Vaults and Vault-Type Rooms for Storage of Classified Matter 99.10, 99.11, 99.12, 99.13, 99.14, 99.15, 99.16, 99.17, 99.18, 99.19, 99.20, Secure Conference Rooms secure offices Uranium Enrichment Facilities Uranium Processing and Handling Irradiated Fissile Material Storage Reprocessing Facilities Facilities Facilities Uranium Conversion and Recovery Facilities Radioactive Liquid Waste Facilities Radioactive Solid Waste Facilities Tritium Facilities Fusion Facilities If a -99 section has no criteria related to a given specialized facility type, no section with that facility type’s number appears. This can cause the numbering in -99 sections to have gaps (for example, -99.1, -99.2, -99.4, -99.12). 0101-3.4.2 Division 13 Some special DOE facilities have additional design criteria that do not relate to the major building systems or design specialties in the "standard" MASTERFORMAT divisions. Such material appears in Division 13, Special Facilities. 0101-3.5 Indexes and Glossary This document has a glossary containing definitions of key terms and two indexes-a key word index and an index to standards, regulations, and other documents referenced within these criteria. General Requirements Page 1.6 DOE 6430.1A 4-6-89 0101-3.6 Document Improvement Proposals A sample document improvement proposal sheet for suggesting changes to these criteria appears at the end of this document. See DOE 6430.1A, Cover Order, Section 9d.

0101-4 HANDICAPPED PROVISIONS Any DOE facility whose intended use either will require that the building or facility be accessible to the public, or may result in the employment of physically handicapped persons therein, shall be designed in accordance with the Uniform Federal Accessibility Standards in 41 CFR 101.19.6. The standards in 41 CFR 101-19.6 shall apply to the design, construction, alteration, or lease of any portion of a facility except when: Because of its intended use, it need not be made accessible to, or usable by, the public or by physically handicapped persons. This exception shall not be taken solely on the basis that the facility is not, or will not be, accessible to the public. Every facility shall be designed to assure across to physically handicapped persons unless a facility’s intended use is specifically restricted to able-bodied personnel. The alteration of an existing building if the alteration does not involve the installation of, or work on, existing stairs, doors, elevators, toilets, entrances, drinking fountains, floors, telephone locations, curbs, parking areas, or any other facilities susceptible to installation or improvements to accommodate the physically handicapped. The alteration of an existing building, or of portions thereof, to which application of the standards is not structurally possible. The construction or alteration of a building for which plans and specifications were completed or substantially completed on or before September 2, 1%9, provided, however, that any building defined in 41 CFR 101-19.6 shall be designed, constructed, or altered in accordance with the standards prescribed in 41 CFR 101-19.6 regardless of design status or bid solicitation as of September 2, 1969. The leasing of space when it is found after receiving bids or offers not otherwise legally acceptable that a proposal meets most of the requirements of the Uniform Federal Accessibility Standards. If no offeror or bidder meets all the requirements, then preference must be given to the offeror or bidder who most nearly meets the standards in 41 CFR 101-19.6. If the award is proposed for a firm other than the one that most nearly meets these standards and whose bid or offer is reasonable in price, and is otherwise legally acceptable, a waiver or modification of the standards must be obtained. The Real Property and Facilities Management Division, MA-22, is responsible for developing the composite DOE annual report on building accommodations for the physically handicapped from feeder reports provided by the responsible Departmental field elements. This division is responsible for submittal of those reports to GSA by September 15 each year. DOE 6430.1A 4-6-89 General Requirements Page 1-7 Record keeping and reporting by Departmental elements responsible for design, construction, alteration, or lease of buildings and related facilities shall be in accordance with 41 CFR 101-19.6. Formalization of this requirement shall be made through the DOE RPIS. Guidance on implementation of the above requirements and copies of the prescribed standards can be obtained from the Real Property and Facilities Management Division, MA- 222. Annual reporting information shall be installed into the DOE RPIS by the fith working say of September each year. Also see Section 0110-8, Accommodations for the Physically Handicapped. 0106 REGULATORY REQUIREMENTS This section lists the regulatory requirements cited in these criteria.

CFR Code of Federal Regulations 10 CFR 20, 10 CFR 6O, Superintendent of Documents Government Printing Office Washington, DC 20402 202/783-3238 Standards for Protection Against Radiation Disposal of High-Level Radioactive Wastes in Geologic Repositories, Licensing Procedures 10 CFR 61, Licensing Requirements for Land Disposal of Radioactive Wastes 10 CFR 72, Licensing Requirements for the Storage of Spent Fuel in an Independent Spent Fuel Storage Installation (ISFSI) 10 CFR 435, DOE Energy Conservation (Interim) 10 CFR 436, Federal Energy Management and Planning Programs General Requirements DOE 6430.1A 4 - 6 - 8 9 Page 1-8 - 1O CFR 1O22, Requirements - 16 CFR 1630, - 29 CFR 1910, - 29 CFR 1926, Compliance with Floodplains/Wetlands Environmental Review Standards for Surface Flammability of Carpets and Rugs (FF 1) Occupational Safety and Health Standards Safety and Health Regulations for Construction - 36 CFR 800, Protection of Historic Properties 40 CFR 61, National Emission Standard for Radionuclide Emissions from Department of Energy Facilities - 40 CFR 112, Oil Pollution Prevention - 40 CFR 122, Permitting Requirements for Land Disposal Facilities - 40 CFR 125, Criteria and Standards for the NPDES (National Pollutant Discharge Elimination System) - 40 CFR 141, National Primary Drinking Water Regulations - 40 CFR 142, National Interim Primary Drinking Water Regulations Implementation - 40 CFR 191, Environmental Radiation Protection Standards for Management and Disposal of Spent Nuclear Fuel, High Level and Transuranic Radioactive Wastes - 40 CFR 192, Health and Environmental Protection Standards for Uranium and Thorium Mill Tailings - 40 CFR 240, Guidelines for the Thermal Processing of Solid Wastes - 40 CFR 241, Guidelines for the Land Disposal of Solid Wastes - 40 CFR 249, Guideline for the Federal Procurement of Cement and Concrete Containing Fly Ash - 40 CFR 256, - 40 CFR 260, - 40 CFR 261, EPA Guidelines for State Solid Waste Management Plans Hazardous Waste Management System: General Hazardous Waste Management System: Identification and Listing of Hazardous Wastes — - 40 CFR 262, Standards for Generators of Hazardous Wastes - 40 CFR 263, Standards for Transporters of Hazardous Wastes 4 - 6 - 8 9 DOE 6430.1A General Requirements Page 1-9 40 CFR 264, Standards for Owners and Operators of Hazardous Waste Treatment, Storage and Disposal Facilities 40 CFR 265, Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities 40 CFR 267, Interim Standards for Owners and Operators of New Hazardous Waste Land Disposal Facilities 40 CFR 270, Program 40 CFR 271, 40 CFR 280, 40 CFR 423, EPA Ministered Permit Programs: The Hazardous Waste Permit Requirements for Authorization of State Hazardous Waste Programs Underground Storage Tanks Protection of the Environment, Steam-Electric Power Generating Point Source Category 40 CFR 761, Polychlorinated Biphenyls (PCBs) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions 41 CFR 101, Federal Property Management Regulations 48 CFR 10, Federal Acquisition Regulations 49 CFR 101-19.6, Uniform Federal Accessibility Standards CONGRESSIONAL ACTS Superintendent of Documents Government Printing Office Washington, DC 20402 202/275-3030 - (CAA) Clean Air Act, Pub. L. 88-206, 42 U.S.C. 1857 et seq. - (CERCLA) Comprehensive Environmental Response, Compensation, and Liability Act, Pub. L. 96-510, 42 U.S.C. 9601 et seq.

- (CWA) Clean Water Restoration Act, Pub. L. 89-753, 43 U.S.C. 431 et seq. - (FUA) Powerplant and Industrial Fuels Use Act, Pub. L. 95-620, 42 U.S.C. 8301 et seq. - (FWPCA) Federal Water Pollution Control Act, Pub. L. 86-70, 33 U.S.C. 1157 et seq. - (NEPA) National Environmental Policy Act, Pub. L. 91-190, 42 U.S.C. 4321 et seq. - (NHPA) National Historic Preservation Act, Pub. L. 89-665, 16 U.S.C. 470 et seq. General Requirements DOE 6430.1A Page 1-10 4-6-89 - (PURPA) Public Utility Regulatory Policy Act, Pub. L. 95-617, 16 U.S.C. 823a et seq. - (RCRA) Resource Conservation and Recovery Act, Pub. L. 94-580, 42 U.S.C. 6901 et seq. - (SDWA) Safe Drinking Water Act, Pub. L. 93-523, 42 U.S.C. 201 et seq. - (TSCA) Toxic Substances Control Act, Pub, L. 94-469, 15 U.S.C. 2601 - (WQA) Water Quality Act, Pub. L. 89-234, 33 U.S.C. 1151 et seq. DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE - DOE U.S. Department of Energy 1000 Independence Avenue, SW Washington, DC 20585 202/586-9642 et seq. For non-directives DOE documents, see Section 0109, Reference Standards and Guides 1360.2A, Unclassified Computer Security Program 4300.1B, Real Property and Site Development Planning 4330.2C, In-House Energy Management 4700.1, Project Management System 5100.4, Internal Review Budget Process 5300.1B, Telecommunications 5300.2B, Telecommunications: 5300.3B, Telecommunications: 5300.4B, Telecommunications: 5400 series on: Emission Security (Tempest) Communications Security Protected Distribution System Radiation Protection of the Public and the Environment Radiological Effluent Monitoring and Environmental Surveillance 5400.1, General Environmental Protection Program Requirements 5400.3, Hazardous and Radioactive Mixed Waste Program 5440.1C. National Environmental Policy Act 4-6-89 DOE 6430.1A General Requirements Page 1-11 - DOE 5480.1B, Environmental, Safety, and Health Program for DOE Operations - DOE 5480.3, Safety Requirements for the Packaging and Transportation of Hazardous Materials, Hazardous Substances, and Hazardous Wastes - DOE 5480.4, - DOE 5480.5, - DOE 5480.6, - DOE 5480.7, - DOE 5480.8, - DOE 5480.10, - DOE 5480.11, - DOE 5480.16, Environmental Protection, Safety, and Health Protection Standards Safety of Nuclear Facilities Safety of Department of Energy-Owned Nuclear Reactors Fire Protection Contractor Occupational Medical Program Contractor Industrial Hygiene Program Radiation Protection for Occupational Workers Firearms Safety - DOE 5481.1B, Safety Analysis and Review System (SARS) - DOE 5500.1A, Emergency Management System - DOE 5500.3, Reactor and Nonreactor Nuclear Facility Emergency Planning, Preparedness, and Response Program for DOE Operations - DOE 5630.11, Safeguards and Security Program - DOE 5630.12, Safeguards and Security Inspection and Evaluation Program - DOE 5630.13, Master Safeguards and Security Agreements - DOE 5632 series on Protection program operations Physical protection of special nuclear material and vital equipment Physical protection of classified matter Physical protection of DOE property and unclassified facilities Protective program operations - systems performance tests Issuance, control, and use of badges, passes, and credentials - DOE 5632.7, Protective Force - DOE 5633.2, Control Authorities - DOE 5633.3, Control - DOE 5633.4, Nuclear and Accountability of Nuclear Materials: Responsibilities and

and Accountability of Nuclear Materials Materials Transactions: Documentation and Reporting General Requirements Page 1-12 4-6-89 - DOE 5636.3A, Technical Surveillance Countermeasures Program - DOE 5637.1, Classified Computer Security Programs - DOE 5700.6B, Quality Assurance - DOE 5820.2A, Radioactive Waste Management ERDA (See DOE) EXECUTIVE ORDERS National Archives and Records Administration 8th Street and Pennsylvania Avenue, NW Washington, DC 20408 202/523-5230 - Executive Order 11490, Agencies - Executive Order 11593, - Executive Order 11988, - Executive Order 11990, - Executive Order 12088, DOE 6430.1A Assigning Preparedness Functions to Federal Departments and Protection and Enhancement of the Cultural Environment Floodplain Management Protection of Wetlands Federal Compliance with Pollution Control Standards FR Federal Register Superintendent of Documents U.S. Government Printing Office 710 North Capitol Street, NW Washington, DC 20402 GPO Order Desk 202/783-3238 (Charge Orders) GPO Bookstore: 2021275-2091 (Cash Orders) - 45 FR 12746, Preliminary Notification of Hazardous Waste Activity 54 FR 20694, DOE Guidelines for Compliance With the National Environmental Policy Act 4-6-89 DOE 6430.1A General Requirements Page 1-13 GSA General Services Administration Public Building Service Office of Government-wide Real Property Policy and Oversight 19th and F Streets, NW Washington, DC 20405 202/566-1426 - [Annual] Summary Report of Real Property Owned by the United States Throughout the World OMB Office of Management and Budget Old Executive Office Building Washington, DC 20503 202/395-3000 - OMB Circular A-130, Management UFAS (See 49 CFR 101-19.6) of Federal Information Resources 0109 REFERENCE STANDARDS AND GUIDES This section lists the reference standards and guides cited in these criteria. The latest edition of standards and guides shall be used. AA Aluminum Association 900 19th Street, NW, Suite 300 Washington, DC 20006 202/862-5100 - Aluminum Finishes for Architecture - Finishes for Aluminum in Building AABC Associated Air Balance Council 1518 K Street, NW Washington, DC 20005 202/737-0202 - Volume A-82, National Standards for Total System Balance Systems-Sound-Vibration-Field Surveys for Energy Audits Air Distribution-Hydronic General Requirements Page 1-14 DOE 6430.1A 4-6-89 AAMA American Architectural Manufacturers Association 2700 River Road, Suite 118 Des Plaines, IL 60018 312/699-7310 - AAMA 101, Aluminum Prime Windows and Sliding Glass Doors - AAMA 800, Sealant Specifications for Use With Architectural Aluminum -AAMA Doors -AAMA AASHTO 1002.10, Aluminum Insulating Storm Products for Windows and Sliding Glass 1102.7, Aluminum Storm Doors American Association of State Highway and Transportation Officials 444 N. Capitol St, NW, Suite 225 Washington, DC 20001 202/624-5800 - AASHTO GD-2, A Policy on Geometric Design of Rural Highways - AASHTO GDHS, A Policy on Geometric Design of Highways and Streets - AASHTO GSDB, Guide Specification for Seismic Design of Highway Bridges - AASHTO GU-2, Policy on Design of Urban Highways and Arterial Streets - AASHTO HB-13, Standard Specifications for Highway Bridges - AASHTO LTS-1, Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals - AASHTO T 258, Determining Expansive Soils ABMA American Boiler Manufacturers Association 590 North Glebe Road Suite 160 Arlington, VA 22203 703/522-7350

ACGIH American Conference of Governmental Industrial Hygienists 6500 Glenway Avenue, Building D-7 Cincinnati, OH 45211 513/661-7881 - Industrial Ventilation Manual of Recommended Practice DOE 6430.1A General Requirements 4-6-89 Page 1-15 - TLVs: Threshold Limit Values and Biological Exposure Indices ACI American Concrete Institute P.O. Box 19150 Detroit, MI 48219 313/532-2600 ACI 207.1R, Mass Concrete for Dams and Other Massive Structures ACI 207.4R, Cooling and Insulating Systems for Mass Concrete ACI 211.1, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 211.2, Standard Practice for Selecting Proportions for Structural Lightweight Concrete ACI 304, Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete ACI ACI ACI ACI ACI ACI ACI ACI ACI 305R, Hot Weather Concreting 306R, Cold Weather Concreting 318, Building Code Requirements for Reinforced Concrete 336.2R, Suggested Design Procedures for Combined Footing and Mats 336.3R, Suggested Design and Construction Procedures for Pier Foundations 347, Recommended Practice for Concrete Formwork 349, Code Requirements for Nuclear Safety Related Concrete Structures 350R, Concrete Sanitary Engineering Structures 352R, Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures ACI 503.4, Standard Specifications for Repairing Concrete with Epoxy Mortars ACI ACI ACI ACI 531, Building Code Requirements for Concrete Masonry Structures 531.1, Specifications for Concrete Masonry Construction 543R, Recommendation for Design, Manufacture and Installation 546.1R, Guide for Repair of Concrete Bridge Superstructures of Concrete Piles General Requirements Page 1-16 DOE 6430.1A 4-6-89 - ACI SP-4, Formwork for Concrete - ACI SP-66, Detailing Manual - Guide to the Use of Waterproofing, Dampproofing, Protective, and Decorative Barrier Systems for Concrete ACSM American Congress on Surveying and Mapping 210 Little Falls Street, Falls Church, VA 22046 703/241-2446 ACSM Horizontal Control as Applied to Local Surveying Needs AFM (see USAF) AFWL (see USAF) AISC American Institute of Steel Construction 400 North Michigan Avenue Chicago, IL 60611 312/670-2400 - AISC M011, Manual of Steel Construction - AISC N690, Nuclear Facilities Steel Safety-Related Structures for Design, Fabrication and Erection - AISC S326, Specification for the Design, Fabrication and Erection of Structural Steel for Buildings (included in AISC Manual of Steel Construction) AISI American Iron and Steel Institute 1133 15th Street, NW Washington, DC 20005 202/452-7100 - Manual for Structural Applications of Steel Cables for Buildings - Specifications for the Design of Cold-Formed Steel Structural Members AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004 312/394-0150 DOE 6430.1A 4 - 6 - 8 9 General Requirements Page 1-17 - Publication 99, Standards Handbook - Publication 201, Fans and Systems Publication 261, Directory of Products Licensed to Bear the AMCA Certified Rating S e a l - Standard 210, Laboratory Methods for Testing Fans for Ratings AMCR/ DARCOM (See ARMY) ANL Argonne National Laboratory 9800 South Cass Avenue Argonne, IL 60439 312-972-2000 - ANL/EES TM-264, Rev.1, Environmental Protection Appraisals: A Suggested Guide for U.S. Department of Energy Field Organizations - ANS American Nuclear Society

555 North Kensington Avenue LaGrange Park, IL 60525 312/352-6611 ANS 6.4, Guidelines on the Nuclear Analysis and Design of Concrete Radiation Shielding for Nuclear Power Plants ANS 6.4.2, Specification for Radiation Shielding Materials ANS 8.1, Nuclear Criticality Safety in Operations with Fissionable Materials Outside Reactors ANS 8.3, Criticality Accident Alarm Systems ANS 8.5, Use of Borosilicate-Glass Raschig Rings as a Neutron Absorber in Solutions of Fissile Materials ANS 8.6, Guide for Nuclear Criticality Safety in the Storage of Fissile Materials ANS 8.9, Nuclear Criticality Safety Guide for Pipe Intersections Containing Aqueous Solutions of Uranyl Nitrate ANS 8.10, Criteria for Nuclear Criticality Controls in Operations Where Shielding Protects Personnel General Requirements Page 1-18 DOE 6430.1A 4-6-89 ANS 8.12, Nuclear Criticality Control and Safety of Homogeneous Plutonium-Uranium Fuel Mixtures Outside Reactors – ANS 8.15, Nuclear Criticality Control of Special Actinide Elements - ANS 8.17, Criticality Safety Criteria for the Handling, Storage, and Transportation of LWR Reactor Fuel Outside Reactors - ANS 8.19, Administrative Practices for Nuclear Criticality Safety ANSI American National Standards Institute (Note: Generally, references cross- listed as ANSI/ASME, ANSI/IEEE, etc., are listed only once-under their originating organization rather than under ANSI.) 1430 Broadway New York NY 10018 212/354-3300 – ANSI A39.1, Safety Requirements for Window Cleaning - ANSI A58.1, Building Code Requirements for Minimum Design Loads in Buildings and other Structures ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI Al 15 series, Door and Frame Preparation A156 series, Hardware A216.1, Sectional Overhead Type Doors C2, National Electrical Safety Code C84.1, Electric Power Systems and Equipment - Voltage Ratings (60 Hz) C136 series, Roadway Lighting D6.1, Manual on Uniform Traffic Control Devices for Streets and Highways D12.1, Roadway Lighting N2.3, Immediate Evacuation Signal for Use in Industrial Installations N13.1, Guide to Sampling Airborne Radioactive Materials in Nuclear Facilities N16.1, Safety Standards for Operations with Fissionable Materials N42.18, Specification and Performance of On-Site Instrumentation for Continuously Monitoring Radioactive Effluents ANSI N512, Protective Coatings (Paint) for the Nuclear industry DOE 6430.1A 4-6-89 - ANSI - ANSI API Z88.2, Practices for Respiratory Protection Z358.1, Eyewash and Shower Equipment, Emergency American Petroleum Institute General Requirements Page 1-19 1220 L Street, NW Washington, DC 20037 202/682-8159 - API 650, Welded Steel Tanks for Oil Storage AREA American Railway Engineering Association 50 F Street, NW, Suite 7702 Washington, DC 20001 202/639-2190 AREA Manual for Railway Engineering (Fixed Properties), Volume I and II ARI - ARI 410, - ARI 430, - ARI 450, - ARI 460, – ARI 520, - ARI 550, - ARI 590, - ARI 850, Air Conditioning and Refrigeration Institute 1501 Wilson Boulevard, 6th Floor Arlington, VA 22209 703/524-8800 Forced Circulation Air Cooling and Air-Heating Coils Central Station Air Handling Units Water-Cooled Refrigerant Condensers, Remote Type Remote Mechanical-Draft Air-Cooled Refrigerant Compressors Positive Displacement Refrigerant Compressors and Condensing Units Centrifugal Water Chilling Packages Reciprocating Water Chilling Packages Commercial and Industrial Air Filter Equipment

- ARI 1010, Drinking Fountains and Self-Contained Mechanically Refrigerated Drinking Water Coolers DOE 6430.1A 4-6-89 General Requirements Page 1-20 ARMA Asphalt Roofing Manufacturers Association 6288 Montrose Road Rockville, MD 20852 301/231-9050 - Guide to Preparing Built-Up Roofing Specifications - Recommended Performance Criteria for Roofing Membranes Using Polymer Modified Bituminous Products - Residential Asphalt Roofing Manual ARMY U.S. Department of the Army National Technical Information Services 5485 Port Royal Road Springfield, VA 22161 703/487-4684 AMCR/DARCOM 385-100, Safety Manual (available from NTIS) TM 5-809-10, Seismic Design for Buildings (available from NTIS) TM 5-809-10.1, Seismic Design Guidelines for Essential Facilities, NTIS) 2/86 (available from TM 5-81O-7/AFM 88-12, Joint Department of the Army and Air Force, USA Technical Manual, High Pressure Gas and Cryogenic systems (available from NTIS) TM 5-814-1, Sanitary and Industrial Wastewater Collection-Gravity Sewers and Appurtenances (available from NTIS) TM 5-814-2, Sanitary and Industrial Wastewater Collection-Pumping Stations and Force Mains (available from NTIS) TM 5-815-2, Energy Monitoring and Control Systems (available from NTIS) TM 5-818-1, Procedures for Foundation Design of Buildings and Other Structures (Except Hydraulic Structures) (available from NTIS) TM 5-818-5, Dewatering and Groundwater Control (available from NTIS) TM 5-830-3, Dust Control (available from NTIS) TM 5-1300, Structures to Resist the Effects of Accidental Explosions (available from NTIS) TM 11-486-5, Electrical Communications Systems Engineering Outside Plant, Wire (available from NTIS) DOE 6430.1A 4-6-89 General Requirements Page 1-21 ASCE American Society of Civil Engineers 345 East 47th Street New York NY 10017 212/705-7496 - ASCE 37, Design and Construction of Sanitary and Storm Sewers - ASCE 52, Guide for Design of Steel Transmission Towers - ASCE 1978-1, Design of Steel Transmission Pole Structures - ASCE Manual 63, Structural Plastic Design Manual ASHRAE American Society of Heating Refrigerating and Air-Conditioning Engineers 1791 Tullie Circle, NE Atlanta, GA 30329 404/636-8400 Standard 15, Safety Code for Mechanical Refrigeration Standard 20, Methods of Testing for Rating Remote Mechanical Draft Air Cooled Refrigerant Condensers Standard 24, Methods of Testing for Rating Liquid Coolers Standard 51, Methods of Testing Fans for Rating Standard 55, Thermal Environmental Conditions for Human Occupancy Standard 62, Ventilation for Acceptable Indoor Air Quality Standard 90, Energy Conservation in New Building Design Standard 100, Energy Conservation In Existing Buildings Applications Handbook Equipment Handbook Fundamentals Handbook Refrigeration Handbook Systems Handbook Manual, Design of Smoke Control Systems for Buildings General Requirements Page 1-22 - Publication GRP 158, Cooling and Heating Load Calculation Manual ASME American Society of Mechanical Engineers 22 Law Drive Box 2300 Fairfield, NJ 07007 201/882-1167, 800/843-2763 - ASME A17.1, Elevators and Escalators - ASME B16 series, Fittings, Flanges and Valves - ASME B31.1, Power Piping - ASME B31.3, Chemical Plant and Petroleum Refinery Piping - ASME N509, Nuclear Power Plant Air Cleaning Units and Components - ASME N510, Testing of Nuclear Air Cleaning System DOE 6430.1A 4-6-89 ASME NQA-1, Quality Assurance Program Requirements for Nuclear Facilities

- ASME PTC 4.1, Steam Generating Units - ASME Boiler and Pressure Vessel Code ASTM formerly, American Society for Testing and Materials; now ASTM 1916 Race Street Philadelphia, PA 19103 215/299-5585 - ASTM A312, Specification for Seamless and Austenitic Stainless Steel Pipe - ASTM B1, Specification for Hard-Drawn Copper Wire - ASTM B8, Specification for Concentric-Lay Stranded Copper Conductors - ASTM C55, - ASTM C62, - ASTM C71, - ASTM C90, Concrete Building Brick Building Brick Definition of Terms Relating to Refractories Hollow Load-Bearing Concrete Masonry Units - ASTM C145, Solid Load-Bearing Concrete Masonry Units - ASTM C270, Mortar for Unit Masonry DOE 6430.1A General Requirements 4-6-89 Page 1-23 - ASTM C635, Standard Specification for Metal Suspension Systems for Acoustical Tile and for Lay-in Panels - ASTM C636, Standard Recommended Practice for Installation of Metal Ceiling Systems for Acoustical Tile and for Lay-in Panels - ASTM C840, Standard Specification for Application and Finishing of Gypsum Board - ASTM C1036, Specification for Fiat Glass – ASTM D1586, Penetration Test and Split-Barrel Sampling of Soils – ASTM D1587, Thin-Walled Tube Sampling of Soils – ASTM D2113, Diamond Core Drilling for Site Investigation - ASTM D2488, Description and Identification of Soils (Visual-Manual Procedure) - ASTM D3656, Specification for Insect Screening and Louver Cloth Woven From Vinyl- Coated Glass Fiber Yam - ASTM D4256, Test Method for Determination of the Decontaminability of Coatings Used in Light-Water Nuclear Power Plants - ASTM D4546, Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils - ASTM E84, Test Method for Surface Burning Characteristics of Building Materials - ASTM E413, Determination of Sound Transmission Class - ASTM E580, Standard Recommended Practice for Application of Ceiling Suspension Systems for Acoustical Tile and for Lay-in Panels - ASTM E648, Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source - ASTM F693, Practice for Sealing Seams of Resilient Sheet Flooring Products by Use of Liquid Seam Sealers - ASTM G46, Recommended Practice for Examination and Evaluation of Pitting Corrosion AWS American Welding Society 550 NW LeJeune Road P.O. Box 351040 Miami, FL 33135 305/443-9353 General Requirements Page 1-24 DOE 6430.1A 4-6-89 - AWS D1.1, Structural Welding Code - Steel - AWS D1.2 Structure Welding Code - Aluminum AWS D1.3, Structural Welding Code - Sheet Steel AWS D5.2, Standard for Welded Steel, Elevated Tanks, Standpipes and Reservoirs for Water Storage AWWA - AWWA – AWWA - AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 303/794-7711 C652, Standard for Disinfection of Water Storage Facilities C5186, Standard for Disinfecting Water Mains D1OO, Welded Steel Tanks for Water Storage Water Treatment Plant Design BIA Brick Institute of America 11490 Commerce Park Drive, Suite 300 Reston, VA 22091 703/620-0010 Building Code Requirements for Engineered Brick Masonry Dampproofing and Waterproofing Masonry Walls BOCA Building Officials and Code Administrators International, Inc. 4051 West Flossmoor Road Country Club Hills, IL 60477 312/799-2300 Basic/National Mechanical Code (See Congressional Acts in Section 0106, Regulatory Requirements)CAA DOE 6430.1A 4-6-89 CERC General Requirements Page 1-25 Coastal Engineering Research Center U.S. Army Corps of Engineers P.O. Box 631 Vicksburg, MA 601/634-2485

- Shore Protection Manual 39180 CERCLA (See Congressional Acts in Section 0106, Regulatory Requirements) CFR (See Section 0106 Regulatory Requirements) CGA Compressed Gas Association Crystal Gateway One, Suite 501 1235 Jefferson Davis Highway Arlington, VA 22202 703/979-0900 Pamphlet G-4.1, Cleaning Equipment for Oxygen Pamphlet G-4.4, Industrial Practices for Gaseous Oxygen Transportation and Distribution Piping Systems Pamphlet P-1, Safe Handling of Compressed Gases in Containers Pamphlet S-1.1, Pressure Relief Device Standards, Part 1-Cylinders for Compressed Gases Pamphlet S-1.2, Pressure Relief Device Standards, Part 2-Cargo and Portable Tanks for Compressed Gases Pamphlet S-1.3, Pressure Relief Device Standards, Part 3-Compressed Gas Storage Containers CISCA Ceiling & Interior Systems Contractors Association 1800 Pickwick Avenue Glenview, IL 60025 312/940-8800 - Acoustical Ceilings-Use and Practice CMAA Crane Manufacturers Association of America 1326 Freeport Road Pittsburgh, PA 15238 704/522-8644 General Requirements Page 1-26 DOE 6430.1A 4-6-89 - CMAA-70, Specification for Electric Overhead Traveling Cranes CONF (See DOE) CONGRESSIONAL ACTS (See Section 0106 Regulatory Requirements) CRI Carpet and Rug Institute 310 Holiday Avenue Box 2048 Dalton, GA 30720 404/270-3176 - Carpet Specifiers Handbook - Standard for Installation of Textile Floor Covering Materials Cooling Tower Institute P.O. Box 73383 Houston, TX 77273 713/350-1995 - Bulletin ATC-105, Test for Water Cooling Towers CTI CWA DM DNA DOD (See Congressional Acts in Section 0106, Regulatory Requirements) (See NAVFAC) Defense Nuclear Agency 6801 Telegraph Road Alexandria, VA 22310 703/325-7060 U.S. Department of Defense Attention: NPFC Code 1052 Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120-5099 215/697-4374 Emergency Requests (24 Hours/Day): 215/697-3321 For additional information write for: A Guide for Private Industry DOD 6055.9, Ammunition and Explosives Safety Standards DOE 6430.1A 4-6-89 General Requirements Page 1-27 MIL-HDBK-419, Grounding, Bonding and Shielding for Electronic Equipment and Facilities MIL-HDBK-l004/4, Electric Utilization Systems MIL-HDBK-1013/1, Physical Security MIL-P-43951, Padlocks and Shackle MIL-STD-282, Filter Units, Products: Performance Test Padlock Sets, Key Operated, Medium Security, Regular Protective Clothing, Gas Mask Components and Related Methods MIL-STD-1330, Cleaning Test on Shipboard Oxygen and Nitrogen Gas Piping Systems MIL-STD-1472C, Human Engineering Design Criteria for Military Systems, Equipment, and Facilities MIL-STD-1630, Oxygen Systems and Component Cleanliness; Servicing and Certification Requirements For Van Cott and Kincade, Editors, Human Engineering Guide to Equipment Design Joint Army-Navy-Air Force Steering Committee, 1972, U.S. Government Printing Office, Washington, DC DOE U.S. Department of Energy For DOE Orders, see Section 0106, Regulatory Requirements CONF-86-09116-1 (Conference paper), Evaluation of Potential for Incidents Having Health or Safety Impact, by I. G. Speas (available from DOE/OSTI) DOE/DNA TP-20-7, Nuclear Safety Criteria (Classified) (available from DNA) DOE/EP/0035, Safeguards Seal Reference Manual (12/86) (available from NTIS) DOE/EP 0108, Standard for Fire Protection of DOE Electronic Computer/Data Processing Systems (available from NTIS)

DOE/EV 0051/1, Electrical Safety Criteria for Research and Development Activities (available from Water Maybee, DOE/EH-332, tel. 301/353-5609) DOE/EV 06194, DOE Explosives Safety Manual (available from NTIS) DOE/MA 0129, Site Development Planning for Energy Management (P-3) (available from DOE/OSTI) General Requirements DOE 6430.1A Page 1-28 4-6-89 - DOE/TIC 11268, A Manual for the Prediction of Blast and Fragment Loading on Structures (available from NTIS) - DOE/TIC 11603, Rev. 1, Nonreactor (available from NTIS) - DOE Design Guide, Graphic Design 222, tel. 202/586-4543) Nuclear Facilities: Standards and Criteria Guide Standard 8 (available from Jack Metier, DOE/MA- - DOE Radiation Standards for Protection of the Public in the Vicinity of DOE Facilities (William A. Vaughn memorandum, August 5, 1985) (available from Darrell Huff, EH- 332, tel. 301/353-2136) - DOE Threat Statement, Generic Threats for DOE Nuclear Programs and Facilities, 1/31/ 83 (Confidential, NSI) (available from DOE Safeguards and Security Coordinators) - DOE TSCM (Technical Surveillance Countermeasures) Procedural Guide (available from DOE Safeguards and Security Coordinators) ERDA 76-21 (ORNL-NSIC-65-1), Nuclear Air Cleaning Handbook The Design, Construction and Testing of High Efficieny Air Cleaning Systems (available from NTIS) DOE/OSTI DREW CHEMICAL DOE/Office of Scientific and Technical Information P.O. Box 62 Oak Ridge, TN 37831 615/576-1222 One Drew Chemical Plaza Boonton, NJ 07005 201/263-7600 - Ameroid Engineer’s Manual of Marine Boiler and Feed Water Treatment, 1972 - Principles of Industrial Water Treatment, 1977 EIA Electronics Industries Association 2001 Eye Street NW Washington, DC 20006 202/457-4900 - EIA-222-D, Structural Standards for Steel Antenna Towers and Antenna Supporting Structures DOE 6430.1A 4-6-89 EIMA Exterior Insulation Manufacturers Box 75037 Washington, DC 20013 202/783-6582 - Guideline Specification for Exterior Insulation - Guideline Specification for Exterior Insulation B EPA Environmental Protection Agency 401 M. Street, SW Washington, DC 20460 202/829-3535 General Requirements Page 1-29 Association and Finish Systems Class PB Type A and Finish Systems Class PM Type A and EPA 430/9-75-002, A Guide to the Selection of Cost Effective Wastewater Treatment systems EPA 450/4-80-023, Determination of Good Engineering Practice Stack Height EPA 450/4-81-003, Guideline for Use of Fluid Modeling to Determine Good Engineering Practice: Stack Height EPA 600/8-81-009, Guideline for Fluid Modeling for Atmospheric Diffusion EPA 625/1-77-009, Process Design Manual: Wastewater Treatment Facilities for Sewered Small Communities - EPA 625/1-80-012, Design Manual: On-Site - EPA Project #17090, Estimating Costs and Wastewater Treatment Facilities EPA Radiation Protection Guidance to the Federal Register, Vol. 52 No. 17, 1987 Wastewater Treatment and Disposal Systems Manpower Requirements for Conventional Federal Agencies for Occupational Exposure, EPRI Electric Power Research Institute P.O. Box 10412, Palo Alto, CA 94303 415/855-2000 EPRI NP-3659, Human Factors Guide for Nuclear Power Plant Control Room ERDA (See DOE) General Requirements Page 1-30 Executive Orders FAA - FAA AC - FAA AC - FAA AC - FAA AC - FAA AC DOE 6430.1A 4-6-89 (See Section 0106, Regulatory Requirements) Federal Aviation Administration U.S. Department of Transportation 400 7th Street, SW Washington, DC 20590 202/366-5580

150/5020-1, Noise Control and Compatibility Planning for Airports 150/5050-5, The Continuous Airport System Planning Process 150/5070-6A, Airport 150/5210-6C, Aircraft 150/5300-2D, Airport Master Plans Fire and Rescue Facilities and Extinguishing Agents Design Standards-Site Requirements for Terminal Navigational Facilities FAA AC 150/5300-4B, Utility Airports-Air Access to National Transportation FAA AC 150/5300-12, Airport Design Standards-Transport Airports - FM AC 150/5320-5B, Airport Drainage FAA AC 150/5320-6C, Airport Pavement Design and Evaluation - FM AC 150/5325-5B, Aircraft Data - FAA AC 150/5340-1E, Marking of Paved Areas on Airports - FAA AC 150/5390-2, Heliport Design Guide FAI Fauske & Associates, Inc. 16W070 West 83rd Street Burr Ridge, IL 60521 312/323-8750 FAI/83-9, Safety Analysis of SISL Process Module FCC Federal Construction Council Building Research Board National Research Council 2101 Constitution Avenue, NW Washington, DC 20418 202/334-3378 DOE 6430.1A 4-6-89 General Requirements Page 1-31 - FCC Technical Report No. 37, High Temperature Water for Heating and Light Process Loads - FCC Technical Report No. 44, Boiler Rating Criteria for Nonresidential Heating Boilers - FCC Technical Report No. 51, Combustion Equipment for Nonresidential Heating Boilers - FCC Technical Report No. 57, Impact of Air Pollution Regulations on Fuel Selection for Federal Facilities - FCC Technical Report No. 69, Stationary Diesel Engines for Use with Generators to Supply Electric Power - FCC Technical Report No. 71, Nonresidential Steam Boilers and Hot Water Generators FEMA Federal Emergency Management Agency Federal Center Plaza 500 C Street, SW Washington, DC 20472 202/646-4600 - FEMA CPG2-17, Electromagnetic Pulse Protection Guidance - FEMA TR-83A, Interim Guidelines for Building Occupant Protection From Tornadoes and Extreme Winds - FEMA TR-83B, Tornado Protection-Selecting - FEMA TR-87, Standards for Fallout Shelters FGMA Flat Glass Marketing Association White Lakes Professional Building 3310 Harrison Street Topeka, KS 66611 913/266-7013 - Glazing Manual - Sealant Manual FINK AND BEATY and Designing Safe Areas in Buildings - Donald G. Fink and H. Wayne Beaty, Standard Handbook for Electrical Engineers, 12th Edition, McGraw-Hill Book Co., New York General Requirements Page 1-32 FIPS - FIPS PUB FM Federal Information Processing Standards National Bureau of Standards Room 64-B, Technology Gaithersburg, MD 20899 301/975-2816 94, Guidelines on Electrical Power for ADP Installations Factory Mutual Engineering and Research 1151 Boston Providence Turnpike Norwood, MA 02062 617/762-4300 - FM 1-57, Loss Prevention Data Sheet On Rigid Foamed Polyurethane - FM 5-4/14-8, Loss Prevention Data Sheet On Transformers – Approval Guide FR (See Section 0106, Regulatory Requirements) DOE 6430.1A 4-6-89 FS Federal Specifications Attention: NPFC Code 1052 Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120-5099 215/697-2667 Emergency Requests (24 Hours/Day): 215/697-3321 For additional information write for: A Guide for Private Industry - FS AA-D-600B, Door, Vault, Security - FS FF-P-001480, Padlock, Key Operated - FS FF-P-11O, Padlock, Changeable Combination - FS W-A-450B, Alarm Systems, Interior, Security, Components for - FS W-C-596, General for Connector, Electrical, Power - FS WW-P-541 series, Plumbing Fixtures FUA (See Congressional Acts in Section 0106, Regulatory Requirements)

DOE 6430.1A 4-6-89 General Requirements Page 1-33 HES GA Gypsum Association 810 First Street, NW, Suite 300 Washington, DC 20002 202/289-5440 - Manual of Gypsum Veneer Plaster Health Education Services P.O. Box 7282 Albany, NY 12224 - Recommended Standards for Sewage Works (Ten States Standards) IAEA International Atomic Energy Agency Vienna International Center Wagranerstrasse 5 Post Fach 100 A-1400 Vienna, Austria - Safety Series No. 30, Manual on Safety Aspects of the Design and Equipment of Hot Laboratories IAPMO International Association of Plumbing and Mechanical Officers 5032 Alhambra Avenue Los Angeles, CA 90032-3490 A-1400 Vienna, Austria - UPC, Uniform Plumbing Code ICBO International Conference of Building Officials 5360 South Workman Mill Road Whittier, CA 90601 213/699-0541 - Report 4071, Suspended Ceilings, July 1984 - UBC (Uniform Building Code) – UBC Standard No. 17-6, Method of Test for the Evaluation of Flammability Characteristics of Exterior, Nonload-Bearing Wall Panel Assemblies Using Foam Insulation Plastic - UBC Standard No. 47-18, Metal Suspension Systems for Acoustical Tile and for Lay-in Panel Ceilings General Requirements DOE 6430.1A 4-6-89Page 1-34 ICRP - Report No. IEEE International Commission on Radiological Protection Maxwell House Fairview Park Elmsford, NY 10523 914/592-7700 26, Recommendations of the ICRP Institute of Electrical and Electronics Engineers 345 East 47th Street New York, NY 10017 212/705-7960 IEEE 80, Guide for Safety in Substation Grounding IEEE 141, Recommended Practice for Electric Power Distribution for Industrial Plants IEEE 142, Recommended Practice for Grounding Industrial and Commercial Power Systems IEEE 242, Recommended Practice for Protection and Coordination of Industrial and Commercial Power Systems IEEE 308, Standard Criteria for Class 1E Power System for Nuclear Power Generating Stations IEEE 379, Standard Application of the Single Failure Criterion to Nuclear Power Generating Station Class 1E Systems IEEE 384, Standard Criteria for Independence of Class 1E Equipment and Circuits IEEE 399, Recommended Practice for IEEE 446, Recommended Practice for Commercial Applications IEEE 493, Recommended Practice for Power systems IEEE 602, Recommended Practice for IEEE 739, Recommended Practice for in Industrial Facilities Power System Analysis Emergency and Standby Power for Industrial and Design of Reliable Industrial and Commercial Electrical Power Systems in Health Care Facilities Energy Conservation and Cost-Effective Planning IEEE 837, Standard for Qualifying Permanent Connections Used in Substation Grounding IEEE C37 series, Circuit Breakers, Switchgear, Relays, Substations and Fuses DOE 6430.1A General Requirements 4-6-89 Page 1-35 - IEEE C37.91, Guide for Protective Relay Applications to Power Transformers Illuminating Engineering Society of North America 345 East 47th Street New York, NY 10017 212/705-7920 IES - Lighting Handbook, application and reference volumes ISDSI - ISDSI 102, LANL Insulated Steel Door Systems Institute 712 Lakewood Center North 14600 Detroit Avenue Cleveland, OH 44107 216/226-7700 Installation Standard for Insulated Steel Door Systems Los Alamos National Laboratory P.O. Box 1663 Los Alamos, NM 87545 505/667-7000 – LA-10294-MS, A Guide to Radiological Accident Considerations for Siting and Design of Nonreactor Nuclear Facilities (available from NTIS) LBL Lawrence Berkeley Laboratory 1 Cyclotron Road Berkeley, CA 94720 415/486-4000

- LBL-9143, Seismic Safety Guide (available from DOE/OSTI) LLNL Lawrence Livermore National Laboratory Livermore, CA 94550 415/422-4599 - UCRL 15673, Human Factors Design Guidelines for Maintainability of DOE Nuclear Facilities (available from NTIS) – UCRL 15714, Suspended Ceiling System Survey and Seismic Bracing Recommendations (available from NTIS) – UCRL 15910, Design and Evaluation Guidelines for Department of Energy Facilities Subjected to Natural Phenomena Hazards, 1988 (available from NTIS) GeneraI Requirements DOE 6430.1A Page 1-36 4-6-89 UCRL 53526, Natural Phenomena Hazards Modeling Project: Extreme Wind/Tornado Hazard Models for Department of Energy, Sites, by D.W. Coats and R.C. Murray, August 1985 (available from NTIS) UCRL 53582, Natural Phenomena Hazards Modeling Project: Seismic Hazard Models for Department of Energy Sites, by D.W. Coats and R.C. Murray, November 1984 (available from NTIS) MBMA Metal Building Manufacturers Association 1230 Keith Building Cleveland, OH 44115-2180 216/241-7333 - Metal Building Systems Manual MEISTER AND RABIDEAU - D. Meister and G. Rabideau, Human Factors Evaluation in System Development, John Wiley & Sons, New York 1965 MIL (See DOD) MLSFA Metal Lath/Steel Framing Association 221 North LaSalle Street Chicago, IL 60601 312/346-1600 - Steel Framing Systems Manual NAAMM National Association of Architectural Metal Manufacturers 600 South Federal Street Chicago, IL 60605 312/922-6222 - Metal Finishes Manual NAPIICC National Association of Plumbing-Heating-Cooling Contractors 180 South Washington Street P.O. Box 6808 Falls Church, VA 22046 703/237-8100 DOE 6430.1A 4-6-89 General Requirements Page 1-37 - NSPC, National Standard Plumbing Code NASA National Aeronautics and Space Administration Code NTT-3 Washington, DC 20546 202/453-2928 - NHB 7320.1B, NASA Facilities Engineering Handbook – SP-3072, ASRDI Oxygen Survey Vol.2, 1972, Cleaning Requirements, Procedures and Verification Techniques NAVFAC U.S. Naval Facilities Engineering Command Attention Cash Sales/Code 1051 Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120-5099 215/697-4374/6 - DM-7.03, Soil Dynamics, Deep Stabilization, and Special Geotechnical Construction - NCEL UG-OO1O, User Guide for Single Building Controllers (available from NTIS by requesting Pub. No. ADA 180490) NBS National Bureau of Standards (currently National Institute of Standards and Technology) Gaithersburg, MD 301/975-2000 - Handbook 135, Life Cycle Cost Manual for Federal Energy Management Programs - Technical Note 837, Barrier Penetration Tests NCEL (See NAVFAC) NCMA National Concrete Masonry Association 2302 Horse Pen Road P.O. Box 781 Herndon, VA 22070 703/435-4900 – NCMA TR 75B, Specifications for the Design and Construction of Load-Bearing Concrete Masonry – Waterproof Coatings for Concrete Masonry GeneraI Requirements Page 1-38 DOE 6430.1A 4-6-89 Waterproofing Concrete Masonry Basements and Earth-Sheltered Structures NEMA NEC - NEMA - NEMA NEPA NFPA (See NFPA 70) National Electrical Manufacturers Association 2101 L Street, NW, Suite 300 Washington, DC 20037 202/457-8400 ICS, Industrial Controls and Systems MG-1, Motors and Generators (See Congressional Acts in Section 0106, Regulatory Requirements) National Fire Protection Association Batterymarch Park Quincy, MA 02269 800/344-3555 - NFPA 11A, Medium High Expansion Foam Systems - NFPA 12, Carbon Dioxide Extinguishing Systems

- NFPA 12A, Halon 1301 Fire Extinguishing Systems - NFPA 12B, Halon 1211 Fire Extinguishing Systems – NFPA 13, Installation of Sprinkler Systems - NFPA 14, - NFPA 15, - NFPA 16, Installation of Standpipe and Hose Systems Water Spray Fixed Systems for Fire Protection Installation of Deluge Foam-Water Sprinkler and Foam-Water Spray Systems - NFPA 10, Portable Fire Extinguishers - NFPA 11, Low Expansion Foam and Combined Agent Systems - NFPA 16A, Installation of Closed-Head Foam-Water Sprinkler Systems - NFPA 17, Dry Chemical Extinguishing Systems - NFPA 20, Installation of Centrifugal Fire Pumps DOE 6430.1A 4-8-89 - NFPA 22, - NFPA 24, - NFPA 30, - NFPA 31, - NFPA 37, – NFPA 45, - NFPA 50, - NFPA 54, - NFPA 58, - NFPA 68, - NFPA 70, - NFPA 71, General Requirements Page 1-39 Standard for Water Tanks for Private Fire Protection Installation of Private Fire Service Mains and Their Appurtenances Flammable and Combustible Liquids Code Oil Burning Equipment Stationary Combustion Engines and Gas Turbines Fire Protection for Laboratories Using Chemicals Oxygen Systems, Bulk, at Consumer Sites National Fuel Gas Code (ANSI Z 223.1) Storage and Handling of Liquid Petroleum Gas Explosion Venting National Electrical Code (NEC) Installation, Maintenance and Use of Central Station Signalling Systems - NFPA 72A, Installation, Maintenance and Use of Local Protective Signaling Systems - NFPA 72B, Installation, Maintenance and Use of Auxiliary Protective Signaling Systems - NFPA 72C, Installation, Maintenance and Use of Remote Station Signaling systems - NFPA 72D, Installation, Maintenance and Use of Proprietary Protective Signaling Systems - NFPA 72E, Standard on Automatic Fire Detectors - NFPA 72F, Standard on Emergency Voice/Alarm Communication Systems - NFPA 72G, Guide on Notification Appliances for Protective Signaling Systems - NFPA 72H, Guide on Testing Procedures for Local, Auxiliary, Remote Station and Proprietary Protective Signaling Systems - NFPA 75, Protection of Electronic Computer/Data Processing Equipment - NFPA 78, Lightning Protection Code - NFPA 80, Fire Doors and Windows - NFPA 80A, Protection from Exposure Fires General Requirements DOE 6430.1A Page 1-40 4-6-89 NFPA 85A, Prevention of Furnace Explosions in Fuel Oil and Natural Gas Fired Single Burner Boiler Furnaces NFPA 85B, Prevention of Furnace Explosions in Natural Gas Fired Multiple Burner Boiler Furnaces NFPA 85D, Prevention of Furnace Explosions in Fuel Oil Fired Multiple Burner Boiler Furnaces NFPA 85E, Prevention of Furnace Explosions in Pulverized Coal Fired Multiple Burner Boiler Furnaces NFPA NFPA NFPA NFPA NFPA NFPA NFPA NFPA NFPA NFPA NFPA NFPA NFPA 409, Aircraft NFPA 496, Purged and Pressurized Enclosures for Electrical Equipment NFPA NFPA NHPA 8SF, Installation and Operation of Pulverized Fuel Systems 85G, Furnace Implosions in Multiple Burner-Boiler Furnaces 90A, Air Conditioning and Ventilation Systems 91, Blower and Exhaust Systems 96, Cooking Equipment, Vapor Removal 99, Standard for Health Care Facilities 101, Life Safety Code 110, Standard for Emergency and Standby Power Systems 232, Protection of Records 255, Test of Surface Burning Characteristics of Building Materials 403, Aircraft 407, Aircraft Rescue and Firefighting Service at Airports and Heliports Fuel Servicing Hangers 1221, Public Fire Service Communication Systems 1410, Training Standard on Initial Fire Attack

(See Congressional Acts in Section 0106, Regulatory Requirements) NIJ DOE 6430.1A 4-6-89 General Requirements Page 1-41 National Institute of Justice 633 Indiana Avenue, NW Washington, DC 20531 202/724-2942 - NIJ Standard 0108.01, Ballistic Resistant Protective Materials NOAA National oceanic and Atmospheric Administration Washington Science Center, Building 5 6010 Executive Blvd. Rockville, MD 301/443-8330 - NGS Special Publication 247, Manual of Geodetic Triangulation - NOAA Atlas 2, Precipitation-Frequency Atlas of the Western United States, Volumes I- XI - NOAA Manual NOS NGS 1, Geodetic Bench Marks - NOAA Manual NOS NGS 3, Geodetic Leveling - NOAA/National Weather Service Technical Paper No. 40, Rainfall Frequeny Atlas of the United States for Durations From 30 Minutes to 24 Hours and Return Periods From One to 100 Years NORDELL - Eskel Nordell, Water Treatment for Industrial and Other Uses, Reinhold Publishing, New York 1961 NPDES (See 40 CFR 125 in Section 0106, Regulatory Requirements) NRC U.S. Nuclear Regulatory Commission Publications Division Washington, DC 20555 202/492-9508 NUREG 0700, Guidelines for Control Room Design Reviews NUREG CR-2496, Human Engineering Design Considerations for Cathode Ray tube Generated Displays NUREG CR-3331, A Methodology for Allocating Nuclear Power Plant Control Functions to Human or Automatic Control General Requirements DOE 6430.1A Page 1-42 4-6-89 - R.G. 3.10, Liquid Waste Treatment System Design Guide for Plutonium Processing and Fuel Fabrication Plants - R.G. 3.12, General Design Guide for Ventilation Systems of Plutonium Processing and Fuel Fabrication Plants - R.G. 3.13, Guide for Acceptable Waste Storage Methods at UF6 Production Plants - R.G. 3.14, Seismic Design Classification for Plutonium Processing and Fuel Fabrication Plants - R.G. 3.17, Earthquake Instrumentation for Fuel Reprocessing Plants - R.G. 3.18, Confinement Barriers and Systems for Fuel Reprocessing Plants - R.G. 3.20, Process Off-Gas Systems for Fuel Reprocessing Plants - R.G. 3.22, Periodic Testing of Fuel Reprocessing Plant Protection System Actuation Functions – R.G. 3.27, Nondestructive Examination of Welds in the Liners of Concrete Barriers in Fuel Reprocessing Plants - R.G. 3.32, General Design Guide for Ventilation Systems for Fuel Reprocessing Plants - R.G. 3.33, Assumptions Used for Evaluating the Potential Radiological Consequences of Accidental Nuclear Criticality in a Fuel Reprocessing Plant - R.G. 3.34, Assumptions Used for Evaluating the Potential Consequences of Accidental Nuclear Criticality in a Uranium Fuel Fabrication Plant - R.G. 3.35, Assumptions Used for Evaluating the Potential Radiological Consequences of Accidental Nuclear Criticality in a Plutonium Processing and Fuel Fabrication Plant - R.G. 3.43, Nuclear Criticality in the Storage of Fissile Materials - R.G. 3.49, Design of an Independent (Water Basin Type) Spent Fuel Storage Installation - R.G. 3.54, Spent Fuel Heat Generation in an Independent Spent Fuel Storage Installation - R.G. 8.8, Information Relevant to Ensuring That Occupational Radiation Exposures at Nuclear Power Stations Will Be As Low As Reasonably Achievable NRCA National Roofing Contractors Association One O'Hare Center, Suite 8030 6250 River Road Rosemont, IL 60018 31 2/318-6722 DOE 6430.1A 4-6-89 General Requirements Page 1-43 - Construction Details - Handbook of Accepted Roofing Knowledge - Roofing and Waterproofing Manual

- Steep Roofing Manual NSA National Security Agency/Central Security Service Fort Meade, MD 20755 301/688-7111 - NACSIM 5203, Guidelines for Facility Design and Red/Black Installation NSPC (See NAPHCC) NTIA National Telecommunications and Information Administration Main Commerce Building Washington, DC 20230 202/377-1551 - NTIA Manual, Regulations and Procedures for Radio Frequency Management NTIS National Technical Information Service 5485 Port Royal Road Springfield, VA 22161 703/487-4650 NUREG (See NRC) NWWDA National Wood Window and Door Association 1400 East Touhy Avenue Des Plaines, IL 60018 312/299-5200 - NWWDA IS-1, Wood Flush Doors - NWWDA IS-2, Wood Window Units - NWWDA IS-3, Wood Sliding Patio Doors - NWWDA IS-6, Wood Style and Rail Doors General Requirements Page 1-44 - NWWDA IS-7, Wood Skylight/Roof Window Units OMB (See section 0106, Regulatory Requirements) PCA Portland Cement Association 4-6-89 5420 Old Orchard Road Skokie, IL 60077 312/966-6200 Clear Coatings for Exposed Architectural Concrete Effect of Substances on Concrete and Guide to Protective Treatment Painting Concrete Surface Treatments for Concrete Floors PCI Prestressed Concrete Institute 175 West Jackson Boulevard, Suite 1859 DOE 6430.1A Chicago, IL 60604 312/786-0300 - PCI MNL-116, Manual for Quality Prestressed Concrete Products - PCI MNL-120, Design Handbook Control for Plants and Production of Precast and PDCA Painting and Decorating Contractor of America 7223 Lee Highway, Falls Church, VA 22046 703/534-1201 – Architectural Painting and Wall Covering Manual POWELL - Sheppard T. Powell, Water Conditioning for Industry, McGraw-Hill Book Company, New York 1954 PTI Post-Tensioning Institute 301 West Osborne, Suite 3500 Phoenix, AZ 85013 602/265-9158 DOE 6430.1A 4-6-89 General Requirements Page 1-45 - Post-Tensioning Manual PURPA (See Congressional Acts in Section 0106, Regulatory Requirements) RCRA (See Congressional Acts in Section 0106, Regulatory Requirements) RFCI Resilient Floor Covering Institute 966 Hungerford Road Suite 12-B Rockville, MD 20850 301/340-8580 - Recommended Work Procedures for Resilient Floor Covering R.G. (See NRC) SAND (See SNL) SCS Soil Conservation Service, U.S. Department of Agriculture 14th and Independence Avenue, SW Washington, DC 20250 202/447-2791 - SCS National Engineering Handbook SDI Steel Deck Institute P.O. Box 9506 Canton, OH 44711 216/493-7886 - SDI-Publ. 25, Design Manual for Composite Decks, Form Decks and Roof Decks - SDI-Publ. DDM01, Diaphragm Design Manual SDI Steel Door Institute 712 Lakewood Center North 14600 Detroit Avenue Cleveland, OH 44107 216/226-7700 - SDI 100, Standard Steel Doors and Frames General Requirements Page 1-46 - SDI 108, Selection and Usage Guide for Standard Steel Doors DOE 6430.lA 4-6-89 SDWA (See Congressional Acts in Section 0106, Regulatory Requirements) SJI Steel Joist Institute 1205 48th Avenue North Suite A Myrtle Beach, SC 29577 803/449-0487 Standard Specifications Load Tables and Weight Tables for Steel Joists and Joist Girders SMA - SMA 2005, - SMA 3001, SMACNA Screen Manufacturers Association Park Place, Suite 201 655 Irwing Park Chicago, IL 60613 Aluminum Sliding Screen Doors Aluminum Swinging Screen Doors Sheet Metal and Air Conditioning Contractors National Association 8224 Old Courthouse Road Vienna, VA 22182 703/790-9890 - Architectural Sheet Metal Manual - Energy Recovery Equipment and systems Manual

- Fibrous Glass Duct Construction Standards - HVAC Air Duct Leakage Test Manual - HVAC Duct Construction Standards-Metal and Flexible - HVAC Duct Design Manual - Round Industrial Duct Construction Standards SNL Sandia National Laboratories P.O. Box 5800 Albuquerque, NM 87185 505/844-8065 DOE 6430.1A General Requirements 4-6-89 Page 1-47 SAND 87-1926, Access Delay Technology Transfer Manual (Draft-UNCI) (In some cases availability is subject to approval from DOE/DP-34, OSS, Headquarters.) SAND 87-1927, Entry Control Technology Transfer Manual (Draft-UNCI) (In some cases availability is subject to approval from DOE/DP-34, OSS, Headquarters.) SAND 87-1928, Intrusion Detection Technology Transfer Manual (Draft-UNCI) (In some cases availability is subject to approval from DOE/DP-34, OSS, Headquarters.) SPRI Single Ply Roofing Institute 104 Wilmot Road, Suite 201 Deerfield, IL 60015-5195 312/940-8800 Single Ply Roofing A Professional’s Guide to Specifications Wind Design Guide for Ballasted Single Ply Roofing Systems Wind Design Guide for Fully Adhered Single Ply Roofing Systems Wind Design Guide for Mechanically Attached Single Ply Roofing Systems SSFI Scaffolding, Shoring, and Framing Institute 1230 Keith Building Cleveland, OH 44115 216/241-7333 - SH 300, Steel Frame Shoring Safety SWI Steel Window Institute 1230 Keith Building Cleveland, OH 44115-2180 216241-7333 - Specifications Brochure for Steel Windows TCA Tile Council of America, Inc. Box 326 Princeton, NJ 08542 609/921-7050 - Handbook for Ceramic Tile Installation General Requirements DOE 6430.1A Page 1-48 4-6-89 TIMA Thermal Insulation Manufacturers Association 7 Kirby Plaza Mount Kisco, NY 10549 914/241-2284 - Economic Thickness Manual TM (See Army) TSCA (See Congressional Acts in Section 0106, Regulatory Requirements) UBC (See ICBO) UCRL (See LLNL) UFAS (See 49 CFR 101-19.6 in Section 0106, Regulatory Requirements) UL Underwriters Laboratories 333 Pfingsten Road Northbrook, IL 60062 312/272-8800 - UL 10A, Tin Clad Fire Doors - UL 155, - UL 207, - UL 325, - UL 365, - UL 493, - UL 508, - UL 586, - UL 723, - UL 752, - UL 768, Tests for Fire Resistance for Vault and File Room Doors Refrigerant-Containing Components and Accessories, Nonelectrical Door, Drapery, Louver, and Window Operators and Systems Police Station Connected Burglar Alarm Units and Systems Cabled Underground Feeder and Branch Circuits, Thermoplastic-Insulated Industrial Control Equipment High Efficiency Particulate, Air Filter Units Test for Surface Burning Characteristics of Building Materials Bullet-Resisting Equipment Standards for Safety, Combination Locks DOE 6430.1A General Requirements 4-6-89 Page 1-49 - UL 779, Safety Standard for Electrically Conductive Floorings - UL 900, Test Performance of Air Filter Units - UL 984, Hermetic Refrigerant Motor-Compressors - UL 992, Test Method for Measuring the Surface Plane Propagation Characteristics of Flooring and Floor Covering Materials - UL 1479, Fire Test of Through-Penetration Firestops - UL Building Materials Directory - UL Fire Resistance Directory UPC (See IAPMO) USAF U.S. Department of the Air Force Manuals may be ordered from headquarters of any Air Force Base - AFM 88-29, Engineering Weather Data - AFWL-TR-74-62, Air Force Manual for Design and Analysis of Hardened Structures USNRC (See NRC) VAN COTT AND KINCADE (See DOD) WINTERKORN AND FANG

- Hans F. Winterkorn and Hsai-Yang Fang, Foundation Engineering Handbook, Van Nostrand Reinhold and Co., New York 1975 WPCF Water Pollution Control Federation 601 Wythe Street Alexandria, VA 22314-1994 703/684-2400 - MOP/8 CTG-77, WQA (See Wastewater Treatment Plant Design Congressional Acts in Section 0106, Regulatory Requirements) General Requirements Page 1-50 WRC Water DOE 6430.1A 4-6-89 Resources Council, Hydrology Committee U.S. Department of the Interior C Street between 18th and 19th Streets, NW Washington, DC 20240 202/3434841 Bulletin No. 17A, Guidelines for Determining Flood Flow Frequency DOE 6430.1A 4-6-89 0110 0110-1 0110-1.1 0110-1.1.1 General Requirements Page 1-51 ARCHITECTURAL AND SPECIAL DESIGN REQUIREMENTS DESIGN, PROGRAMMATIC, AND OPERATING REQUIREMENTS General Design Designs shall produce facilities that are straightforward and businesslike. Designs must respond to user needs but reflect a responsible use of public finds. Designs shall be defensible in terms of scope, cost, and appearance. Appropriate, defensible design is: Well planned Effective in function Simple in form Cost-effective Constructible Adaptable and durable over time Clean in appearance Maintainable Appropriate design shall meet and not DOE facilities shall blend and balance Respect of image Respect of function Respect of environment Respect of economy 0110-1.1.2 Programming exceed users’ needs. Appropriate architecture for four elements: Programmatic studies shall include a detailed consideration of the functional requirements of the activities to be housed to determine the amount of space to be provided in the facility. The design criteria document shall make programmatic and operating requirements explicit in compliance with DOE 4700.1. The process of programming will vary depending on the specific project, location, and individual DOE field organization requirements. The designer shall consider the program and General Requirements Page 1-52 resolve perceived deficiencies question apparently excessive DOE 6430.1A 4-6-89 with the user and cognizant DOE authority. The designer shall scope demands when they occur. 0110-102 Systems Integration When two or more services or systems such as those noted below are to be incorporated into a facility or a facility complex, these systems shall be considered to determine if they can be integrated and to identify the most cost-effective level of systems integration: Telecommunications Data communications (local area networks) Lighting controls HVAC control Energy management system Security and alarm Closed-circuit television Vertical transportation controls Fire detection and alarm Public address system 0110-1.3 Emergency Planning Emergency planning requirements, including the provision of space for storage of emergency equipment, shall be considered early in the conceptual design phase to ensure that facility features provide for evacuation and other emergency requirements and that facility emergency plans are coordinated with the overall plant-complex emergency plan. 0110-2 ALTERNATIVE DESIGNS During the project planning phase (conceptual design), alternative designs shall be developed in accordance with DOE 4700.1. Alternative designs shall be considered during Title I against programmatic and operating requirements and criteria. 0110-3 FLEXIBILITY

Flexibility is a major design requirement for all facilities except those with highly specialized functions. Even in those special facilities, however, the design shall, to the maximum extent practicable, provide sufficient flexibility to accommodate for programmatic changes or operational modifications. DOE 6430.1A 4-6-89 General Requirements Page 1-53 The layouts and type of architectural, structural, mechanical, and electrical elements of all facility elements shall address anticipated future needs. The placement of columns and beams shall be coordinated with the initial and estimated future equipment installations, utility services, operational requirements, and room and furniture layouts. Changeable, movable, and remountable materials shall be considered where functional requirements are likely to change. Design solutions shall demonstrate methods for modification and expansion including modularity, additional capacities (unless otherwise restricted in other sections of these criteria), interstitial space, access flooring systems, and other techniques when justified on an LCC basis. 0110-4 OPERATIONAL EFFICIENCY Organizational, functional, spatial, and adjacency aspects of design shall be promote operational efficiency in a workable and logical manner. The selection of interior materials, finishes, and colors shall be based primarily on building function and user requirements. In office and administrative areas, space planning shall maximize the potential for personnel and team productivity by providing, where appropriate, a mix of unpartitioned open spaces and enclosed office space. See also Section 0110-3, Flexibility. 0110-5 HEALTH AND SAFETY 0110-5.1 Performance Objectives Health and safety performance objectives to be achieved in the design of DOE facilities include: Protection of the public and all personnel from injury and from exposure to toxic materials, radiation, and other hazards in accordance with DOE requirements and allowable limits Protection of private and public property against damage resulting from DOE operations Continuation of operations by minimizing accident potential Limitation of loss or damage to Federal property, including losses associated with the inability to readily decontaminate or decommission facilities for other subsequent uses Specific project design criteria in the areas of emergency preparedness and emergency management shall be developed with the advice and assistance of DOE organizations responsible for DOE emergency management/emergency preparedness programs. Such criteria shall comply with: DOE 5500.1A DOE 5500.3 General Requirements DOE 6430.1A Page 1-54 4-6-89 See also Section 0110-10, Fallout Shelters, and Section 0110-99.2, Emergency Preparedness Facilities. 0110-5.2 Safety Analysis All DOE facilities shall be evaluated for potential risks to the operators, the public, and the environment. DOE 5481. 1B contains criteria for determining the level of reporting required based on facility functions and potential accident risks. Safety analysis report timing, content, and format criteria and approval provisions are contained in DOE 5481.1B. This section contains a brief summary of the basic requirements of 5481.1B.

The preliminary safety analysis shall be initiated during the conceptual design phase of the project and further developed during preliminary (Title I) design and detailed Title II) design phases. In most cases, these analyses are included in the project planning and design documentation (e.g., in conceptual design reports, Title I design reports). Facility design and construction features identified as a result of the PSAR shall be factored into the conceptual design before establishing the project cost estimate and requesting Congressional authorization for design and construction. The PSAR shall be completed and approved prior to the start of construction (including site preparation), consistent with DOE 4700.1. The Final Safety Analysis Report (FSAR) shall be developed during the instruction phase of the project and shall be completed and approved prior to the initiation of facility operations. The FSAR shall be updated as appropriate to reflect changes affecting safety that are made to the facility during its lifetime. Areas to be addressed in the safety analysis include, but are not necessarily limited to, the following: Form, type, and amount of hazardous materials (nuclear or other) to be stored, handled, or processed Principal hazards and risks that can be encountered in facility operation, including potential accidents and predicted consequences of fire, explosion, radiation, toxic exposure, structural failure, wind, flood, earthquake, tornado, operating error, failure of essential operating equipment, and failure of safety systems selected design basis accidents such as DBF, DBW, DBE, DBT, OBA, and DBFL. These shall be postulated and quantified, including the rationale for selection. Principal design, construction, and operating features selected for preventing accidents or reducing risks to acceptable levels, including the safety margins used 0110-53 Emergency Prepardness Planning Each facility that has potential on-site or off-site effects during normal or abnormal operations shall have an Emergency Plan prepared which shall be incorporated with the Site Emergency Preparedness Plan. DOE 6430.1A General Requirements 4-6-89 Page 1-55 0110-5.4 Asbestos-Containing Materials Maintenance, repair, and demolition of DOE facilities shall comply with OSHA-29 CFR and EPA-40 CFR. 0110-5.5 Polychlorinated Biphenyls (PCBs) If the use, storage, or disposal of polychlorinated biphenyls (PCBs) or materials containing PCBs is to be encountered in a facility, the facility design shall comply with 40 CFR 761. See Section 1630-2.3.5, Oil-Filled Equipment. 0110-6 FIRE PROTECTION 0110-6.1 General Facilities shall comply with the following DOE 5480.4 Attachment 2, Section 2.C DOE 5480.7 Section 1530, Fire Protection Facilities shall also comply with 29 CFR 1926 and 29 CFR 1910. Except as required by other sections of these criteria, NFPA 101 shall apply where 29 CFR 1926 and 29 CFR 1910 does not apply or where NFPA 101 exceeds the requirements of 29 CFR 1926 and 29 CFR 1910. Definitions, fire resistance ratings, and types of construction shall be as contained in the UBC. Any materials with unusual fire characteristics, such as urethane foams, and any materials that develop significant quantities of toxic or other harmful products of combustion, shall not be used as interior finishes or other interior applications without the approval of the cognizant DOE fire protection authority. The use of foamed plastics in construction shall be prohibited unless it fully complies with FM 1-57.

0110-6.2 Fire Protection Design Analysis A special fire protection design analysis shall be made of each facility vital to DOE mission accomplishment. The analysis shall use time parameters established in accordance with DOE 5480.7. The analysis shall identify the special fire prevention and protection features and controls deemed by the cognizant DOE fire protection authority to achieve a level of fire protection for vital facilities and programs that meets or exceeds the "improved risk" level. As a part of determining the “improved risk” level, the analysis shall address those conditions in a facility where Large or unusual fire potential exists. General Requirements Page 1-56 DOE 6430.1A 4-6-89 There are special life-safety hazards. Toxic chemicals or biological agents exist. The consequences of fire include radioactive contamination of the facility, the site, or the public environment. National security is adversely affected by fire. Special precautions for preventing the spread of fires, such as multiple fire suppression systems, rapid detection of incipient fires, confining fires, increased fire ratings of construction materials, and rapid-response fire departments shall be provided. A general fire-protection design analysis shall be made of each facility to ascertain and limit the cost of future damage repair and replacement of facilities and their contents from fire. The analysis shall be made using those parameters established in DOE 5480.7. The analysis shall determine the special fire prevention and protection features and controls deemed by the cognizant DOE fire protection authority to achieve a level of improved risk fire protection that limits damage to an acceptable level. The analysis shall be documented in report form in the facility project files and reference by the SAR. Fire-protection design analysis shall be done as soon as possible and included as a portion of the Title I Design Summary document required by DOE 4700.1. 0110-6.3 Fire Resistance Ratings All facilities shall be divided into areas in which the total potential fire loss to each area and its equipment does not exceed $75 million as described in DOE 5480.7. These areas shall be separated by fire walls and barriers with not less than 4-hour fire-resistance ratings. Where exceptions are necessary for reasons of operations or equipment, exemption procedures shall comply with DOE 5480.7. Adjacent occupancies of non-compatible groups shall be separated by 2-hour, or better, fire- rated walk, floors, and ceilings as required by the NFPA codes. Wall, floor and ceiling, and roof and ceiling assemblies shall be tested and rated for their fire resistance by UL or similar nationally accredited testing laboratories, or shall be listed for their fire resistance as approved by FM or similar national insurance organizations. Untested, unrated or unapproved assemblies shall be approved by the cognizant DOE fire protection authority before being considered for use in a DOE facility. 0110-6.4 Hazardous Areas When exemptions are granted to specific DOE fire protection standards for reasons unique to DOE facilities, as in the case of some containment structures, fire protection shall be provided so as to assure the life safety of facility occupants as required by the cognizant DOE fire protection authority. DOE 6430.1A General Requirements 4-6-89 Page 1-57

Hazardous areas, such as radioactive spaces or spaces with inert atmospheres, shall have sufficient alarms and interlocks to assure that access by emergency personnel will not endanger such personnel or result in a public hazard. The design of hazardous areas shall facilitate access by emergency personnel from the exterior and, at the same time, shall maintain any required confinement or containment using air locks or other features. The design of the exteriors of facilities shall follow the recommendations of NFPA 80A. Facilities that are not separated as recommended by NFPA 80A shall have fire protection systems such as exterior sprinklers or barrier walls. 0110-7 ENVIRONMENTAL PROTECTION AND POLLUTION CONTROL The construction of all DOE facilities shall comply with the environmental protection pollution control portions of the following DOE 4700.1, Chapter V DOE 5480.4 DOE 5480.1B and DOE 5440.lC For more specific criteria, see Section 0273, Water Pollution Control; Section 0275, Industrial Wastewater Treatment; Section 0285, Solid Waste System; and Section 1589, Air Pollution Control. 0110-8 ACCOMMODATIONS FOR THE PHYSICALLY HANDICAPPED The extent to which facilities are designed to accommodate the physically handicapped shall be determined at the earliest stages of project planning and implemented through each phase of design. See Section 0101-4, Handicapped Provisions, for regulatory and design criteria. 0110-9 OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT Planning and design of buildings and other structures, including their operating components and systems, shall take into account all aspects of operation and maintenance including: Equipment accessibility Dismantling Replacement General Requirements Page 1-58 DOE 6430.1A 4-6-89 Repair Frequency of preventive maintenance Inspection requirements Personnel safety Day-to-day operation Design decisions for all projects shall be based on considerations of LCC as well as all other programmatic requirements affecting the facility. Studies shall be made that balance initial construction cost with the operating and maintenance costs over the anticipated life of the facility. LCC analyses used to select materials and equipment shall include the cost and availability of materials, parts, and labor required for operation, maintenance, repair, and replacement. Space for the operation, maintenance, repair, and replacement of materials and equipment shall be provided and shall be included in LCC analyses used to select materials and equipment. LCC analyses shall be appendices in a project’s design criteria document or other such project file, 0110-10 FALLOUT SHELTERS Executive Order 12656 (superseding Executive Order 11490) requires the Secretary of Energy to identify facilities essential to the national defense and national welfare, to develop plans and programs to provide for the security of such facilities, and to avoid or minimize disruptions of essential services during any national security emergency. The Secretary of Energy shall also, in coordination with the Secretary of Defense, ensure continuity of nuclear weapons production consistent with national security requirements. Executive Order 12656 does not specifically require the provision of fallout shelters. Therefore, until that time when the Secretary of Energy specifically defines the Department’s policy with respect to fallout shelters, provision for such space shall be considered only in dual-purpose spaces where little or no additional costs to the total estimated cost will be incurred. Examples of possible spaces are interior corridors, interior rooms, or below-ground spaces.

This new guidance supersedes the instructions for "Preparation of Construction Project Data Sheets" in DOE 5100.4, which currently could be interpreted to require the unnecessary inclusion of fallout shelter space. Coordination of this new guidance will be reflected in future revisions of that Order. DOE 6430.1A 4-6-89 0110-11 WORK SPACE MANAGEMENT STANDARDS Office and administrative space standards shall comply with the 41 CFR 101-17 DOE 4300.1B General Requirements Page 1-59 following These standards shall be applied to new buildings, additions to buildings, leased space, and contractor-occupied space. The FPMR requirements shall be applied to those specific areas used for ordinary office functions. The goal of the criteria is to achieve an average workstation utilization rate of 135 occupiable square feet or less per person. In general, spaces dedicated to a machine or process, or spaces where people support equipment and not vice versa, do not fit into this category, and the workstation utilization rate does not apply. See 41 CFR 101-17.003 and 17.600 for definitions and further guidance regarding exceptions. 0110-12 ENERGY CONSERVATION 0110-12.1 Coverage For purposes of this section, the term "building" shall mean new commercial, industrial, or residential building, or new building additions, unless otherwise stated. The term "Federal Building" means any building, structure, or facility that is constructed, renovated, leased, or purchased, in whole or in part for use by the United States, which includes a heating system, a cooling system, or both. These criteria shall be applied in the planning and design of the following DOE facilities: New buildings and building additions including their operating systems and energy using equipment Building and building system alteration projects Semi-permanent facilities (owned directly or indirectly by the Government) such as pre- engineered metal buildings, trailer units, or other types of temporary buildings Other energy-using facilities such as new or modified central utility plants, utility distribution systems, and exterior lighting systems These criteria shall be applied with the following objectives: Minimizing consumption of nonrenewable energy sources on the basis of LCC effectiveness Encouraging the use of renewable energy sources General Requirements Page 1-60 DOE 6430.1A 4 - 6 - 8 9 Employee health, safety and environment (including indoor air quality) shall not be compromised in achieving energy efficiency. 0110-12.2 General For new construction, DOE facilities shall be designed to comply with the more stringent requirements of "Interim Energy Conservation Standards for New Commercial Buildings." when promulgated, or ASHRAE Standard 90. For existing construction, ASHRAE Standard 100 shall apply. DOE has designated ASHRAE Standard 90 as the minimum efficiency standard for new Federal Buildings with the following two exceptions: That the DOE LCC methodology shall be used (rather than the ASHRAE methodology) That this standard shall not limit further reduction in energy use where such reductions can be achieved on the basis of LCC analysis The building envelope shall meet the minimum prescriptive energy conservation requirements of ASHRAE Standard 90 and the criteria in Section 0110-123, Building Envelope Thermal Transmittance Values, and Section 0110-12.4, Building Envelope Air Leakage Criteria. The mechanical and electrical systems shall meet the minimum prescriptive energy conservation requirements of ASHRAE Standard 90 and the requirements of Division 15, Mechanical, and Division 16, Electrical

Relative to electrical distribution systems, utilization equipment rated greater than 1,000 W and lighting equipment with an inductive reactance load component shall have a power factor of not less than 85 percent under rated load conditions. Utilization equipment with a power factor of leass than 90 percent shall be corrected to at least 90 percent under rated load conditions. Power-factor corrective devices, installed to comply with this criterion, shall be switched with the utilization equipment, except where this results in an unsafe condition or interferes with the intended operation of the equipment Energy conservation alternatives for measures exceeding the minimum requirements of ASHRAE Standard 90 shall be considered for any building described in Section 0110-121, Coverage, according to the procedures outlined in Section 0110-127, Building Analysis Procedures, with the objective of obtaining the greatest opportunities for energy conservation for the subject building. Analysis of the building to determine energy conservation features and energy source alternatives shall be accomplished in the preliminary design (Title I) phase. The conceptual design phase cost estimates shall include adequate funding to cover energy conservation alternatives. Determination shall be made before the completion of the preliminary (Title I) design phase as to which energy conservation alternatives shall be incorporated into the building design based on LCC. The building energy conservation analysis or waiver thereof shall be reported and documented according to the procedures outlined in Section 0110-12.8, Energy Conservation Report Requirements. DOE 6430.1A General Requirements Page 1-614-6-89 HVAC design shall comply with ASHRAE Standard 62. 0110-12.3 Building Envelope Thermal Transmittance Values The following building envelope criteria shall be the minimum values to be used in the architectural design of new buildings and building alteration projects and in considering the acquisition of pre-engineered metal buildings, modular buildings, trailer units, and temporary facilities. As a minimum requirement, the thermal transmittance values ("U" values) and overall maximum allowable combined transmittance values as determined from ASHRAE Standard 90 shall be used as basic building envelope criteria. Lower thermal transmittance values shall be considered by LCC analysis as discussed in Section 0110-12.7, Building Analysis Procedures. Buildings with solar energy sources, high internal heat loads, or other special requirements shall be considered according to the procedures given in ASHRAE Standard 90 in order to determine if deviations from the maximum allowable thermal transmittance values would actually result in less annual energy consumption. 0110-12.4 Building Envelope Air Leakage Criteria Building envelope air leakage through walls, windows, and doors shall comply with ASHRAE Standard 90. 0110-12.5 Use of Renewable Enerygy Systems 0110-12.3.1 Active Solar Systems The DOE Energy Management Coordinator shall determine whether the use of active solar systems shall be considered for a building. The application of active solar systems shall be considered based on LCC. Geographical location, site solar access, conventional fuel availability, and load characteristics are major factors in determining when an active solar system shall be considered. Active solar systems shall be considered when it is determined they can be LCC effective.

0110-12.5.2 Passive Solar Techniques and Daylighting Techniques The application of passive solar techniques including passive space heating, passive cooling, and daylighting shall be considered for all building projects as directed by the DOE Energy Management Coordinator. Passive solar techniques shall be used wherever they are determined to be technically feasible and economically justifiable. 0110-12.5.3 Other Renewable Systems The DOE Energy Management Coordinator shall determine whether other renewable energy sources such as photovoltaics, wind, geothermal, or other sources shall be considered. General Requirements Page 1-62 DOE 6430.1A 4-6-89 0110-12.6 Energy Management Systems Criteria and methodology for the design of an EMS shall comply with TM 5-815-2 Methodology for estimating the energy conservation performance of an EMS shall comply with NCEL UG-0010. Implementation and installation of an EMS, a micro EMS (single-building controller) or an interface to an existing EMS, shall be considered in the preliminary (Title 1) design phase for all building projects. Energy management systems shall be evaluated by LCC analysis. 0110-12.7 Building Analysis Procedures 0110-12.7.1 LCC Analysis Procedures LCC analysis shall be used to compare the total life-cycle value of various building parameters and systems based on initial cost, annual maintenance costs, and annual operating costs. Furthermore, the present value of future benefits and costs shall be calculated for the various energy conservation alternatives. This analysis shall then form a basis for selecting the optimum building systems for any specific use. LCC analysis shall comply with 10 CFR 436, as amended. LCC analysis shall use energy costs obtained from the most current four successive quarters as reported in the Quarterly Energy Conservation Report for the site. The annual supplement of NBS Handbook 135, which contains current factors and escalation rates for energy, shall be used for the LCC analysis. 0110-12.7.2 Use of Computer or Other Energy Analysis Techniques Total energy consumption in a building shall be defined to include both building energy consumption and process energy consumption. Building energy consumption shall be defined as the energy that is used primarily for heating, ventilation, cooling, domestic inter heating, enerygy distribution and lighting. Process energy consumption shall be defined as energy used in a process, production or research program. A "base-case" annual building energy consumption shall be determined by the methods described in Section 0110-12.7.3, Design Analysis Procedures. Energy analysis of building energy conservation alternatives shall be compared to the "base-case" building. If the estimated annual total building energy consumption as indicated in the DOE project criteria is expected to exceed 500 million BTU, or the building is larger than 10,000 gross square feet, the evaluation of the “base-case” energy consumption and the analysis of energy conservation alternatives shall be performed using a computer analysis technique approved by the DOE Energy Management Coordinator. If the estimated total building annual energy consumption is not expected to exceed 500 million BTU, the design professional can use either a computerized analysis or a manual analysis method using ASHRAE’s Simplified Energy Analysis using the modified bin method to evaluate the energy conservation alternatives and the "base-case" design energy consumption for the building.

DOE 6430.1A General Requirements 4-6-89 Page 1-63 The computerized energy analysis shall be made part of the "Energy Conservation Report" as discussed in Section 0110-12.8, Energy Conservation Report Requirements. Energy analysis need not be included in a formal report if the usage is less than 500 million BTU/year. 0110-12.7.3 Design Analysis Pocedures The energy use of building systems shall be considered at the start of the building design planning process because selection of fundamental building features, such as form, orientation, window/wall ratio, building envelope construction, lighting system types, and HVAC system types have the greatest effect on energy consumption. Energy Consumption characteristic of different building features shall be defined to identiy the building energy-consuming systems with the greatest potential for reduction in energy consumption. Systems that shall be considered are lighting, heating, cooling, energy (media) distribution, domestic water heating, and ventilation. Factors that affect these systems, such as building thermal transmittance values, infiltration and ventilation rates, occupancies, building orientation, shading, HVAC system design, and lighting system design shall be optimized. The most effective design solutions shall be identified using LCC analysis. Energy consumption characteristics of process energy systems shall also be analyzed l nd the optimum parameters selected. A “base-case" annual energy consumption for the building shall be determined as described in Part I below. This “base-case” annual energy consumption shall be reported in accordance with Section 0110-12.8, Energy conservation Report Requirements. Part I-"Base-Case" Building Annual Energy Consumption 1. A. B. New Buildings and New Building Additions The "base-case" energy usage shall be defined as the energy the building would consume resulting from only the implementation of the energy conservation requirements of ASHRAE Standard 90. The “base-case" energy usage shall define the fraction of the building’s energy consumption attributable to lighting, cooling, heating. domestic water heating, energy distribution, and ventilation. The "base-case" energy usage shall l lso define the energy required for process functions. The base-case energy usage shall be determined by simulating the “base-case” building through use of energy analysis techniques as discussed in Section 0110-12.7.2, Use of Computer or Other Energy Analysis Techniques. Project criteria shall indicate process energy requirements and related information. The "base-case” building energy analysis shall include input of all building envelope characteristics, including U-values, areas, building orientation, shading features, window/ wall/roof thermal characteristics, and infiltration characteristics. The analysis shall include input of all building internal characteristics including lighting demand and usage schedules, occupancy demand and schedules, equipment and miscellaneous heat gains, building usage schedules, and ventilation rates and schedules. The analysis shall include calculations of the building’s heat gains and heat losses and total block heating and cooling loads using all of the above listed characteristics and local weather data obtained from AFM 88-29, Chapter 6, bin weather data, or hour-by-hour weather data. The General Requirements Page 1-64 DOE 6430.1A 4-6-89 c 2.

heating and cooling loads shall include the delineation of the portions associated with solar, transmission, ventilation, and internal components. After the thermal heating and cooling loads are calculated, the "base-case" building energy analysis shall indicate the selection of the HVAC systems to be applied to the building to offset the heat gains and heat losses. The "base-case" HVAC systems shall meet the requirements of ASHME Standard 90 and the other design requirements as described in Division 15, Mechanical. The energy analysis shall simulate a full year’s performance of the systems based on the thermal loads, full and part load efficiencies of HVAC equipment, demand and usage schedules of energy distribution equipment (fans, pumps, auxiliary burdens, etc.) and demand and usage schedules for domestic water heating. Domestic hot water usage shall be calculated according to the methods described in the ASHRAE Systems handbook. Process energy usage analysis and optimization of the selection of process equipment shall be evaluated separately according to DOE project criteria. Existing Buildings To analyze energy conservation modifications for existing buildings, a similar "base-case" situation shall be determined. In many cases the base case will be the energy consumption of the particular system in the "as operating" condition. The DOE Energy Management Coordinator will determine when the base case will require a simulation of a building’s annual energy consumption. In this case, existing building characteristics for thermal envelope transmittance values, lighting demand and usage schedules, occupancy load and occupancy schedules, and miscellaneous equipment and usage schedules shall be determined from plant operating personnel and used as input. Actual efficiencies of existing HVAC equipment, miscellaneous equipment, and domestic water heating equipment shall also be used as the input for the "base-case" energy analysis. The simulation of the building energy usage should then be plotted against the historical utility bills or beat available information from the facility operator to obtain a "match" of the building’s energy dynamics and energy consumption An initial evaluation of possible energy conservation improvements for existing buildings shall be derived from the ASHRAE Standard 100 series. Part II-Evaluation of Energy Conservation Alternatives Once the “base-case” building energy usage simulation has been determined, the following steps shall be performed in the building energy usage analysis: 1. Evaluate building envelope energy conservation opportunities by analyzing the effects of modifications to "base-case" thermal transmittance values, fenestration areas, building orientation, building exposure to weather conditions, and building shading characteristic or the use of possible solar technologies. 2 Either evaluate the energy effectiveness of various different mechanical/electrical environmental systems by simulating the energy usage of each of these systems using a constant thermal load “base-case” and comparing the results, or evaluate energy conservation modifications to the "base-case" HVAC system. Again, life-cycle evaluation of mechanical/electrical environmental systems shall be performed using efficiencies DOE 6430.1A General Requirements 4-6-89 Page 1-65 3. 4. 5. 6. exceeding the minimum HVAC system or lighting system requirements of ASHRAE Standard 90.

Evaluate energy conservation alternatives to systems or compare energy usage between systems in an ordered sequence so that energy consequences of one modification over another are included. Evaluate energy conservation modifications to the “base-case” domestic water beating. If potentiality feasible, based on fossile fuel types, availability, and costs, DOE project criteria shall direct the design professional to evaluate cogeneration alternatives. After all system comparisons are evaluated for energy savings, evaluate energy sources based on energy cost to the building. Select fuels and energy sources in conformance with DOE 4330.2C. Discussion of fuel source availability shall be included in the "Energy Conservation Report." LCC analysis shall be performed using typical cost values provided in DOE project criteria and the incremental energy costs determined from Items 1-5 above according to the methods discussed in Section 0110-12.7.1, LCC Analysis Procedures, to determine the optimum energy conservation alternatives. 0110-12.7.4 Waivers of Design Analysis Requirements Comparative analysis of building envelope, lighting, or HVAC systems can be modified given the following conditions: No further comparative analysis of building thermal envelope modifications is required if the building orientation or building construction features are pre-determined and cannot be modified because of special site, safety, or programming considerations. The building still must meet minimum building envelope standards required by ASHRAE Standard 90. No further comparative analysis between HVAC systems is required if the type of HVAC system is unique to the building or process and cannot be modified due to rigid temperature control, humidity control, air movement requirement, or special programming. The pre-selected system shall still be evaluated for all possible energy conservation modifications available to that particular system. No further comparative analysis is required if selections of overall HVAC systems or ancillai sub-systems or equipment are available that by empirical observation clearly consume the least energy and that can be shown through simple cost estimation to have no significant additional first cost and no significant annual maintenance costs over other HVAC systems. A description of these findings shall be in accordance with Section 0110- 12.8, Energy Conservation Report Requirements. Waivers of design analysis of this type must be submitted for approval to the DOE Energy Management Coordinator. Unusual limiting considerations concerning the building envelope, the HVAC systems, the lighting systems, or other systems that allow for waiver of comparative analysis shall be discussed in the "Energy Conservation Report." Genreal Requirements Page 1-66 DOE 6430.1A 4-6-89 0110-12.8 Energy Conservation Report Requirements 0110-12.8.1 General An "Energy Consewation Report" (summary evaluation) shall be developed for each new building and building addition where total energy consumption is expected to exceed 500 million BTU per year or the building is larger than 10,000 gross square feet. For projects or retrofits of existing buildings where total energy consumption is less than 500 million BTU per year, an "Energy Conservation Report" shall be developed at the discretion of the DOE Energy Management Coordinator. The report shall be included as a part of the preliminary (Title I) design, where final selections of energy conservation features or renewable energy sources are made.

The report shall contain the results of the annual energy consumption calculations for the “base-case” building and the results of the energy analysis and LCC analysis of energy conservation alternatives as listed below. If parts of this analysis are waived, an explanation shall be included in the report. The report shall: 1. Identify the methods used for simulating building energy consumption and the methods of LCC analysis (e.g., dynamic computer analysis, static computer analysis, or manual calculations) used to consider alternative building systems and the use of renewable energy sources. 2. Describe the "case-case" building, including Building envelope parameters, including U-values, types of fenestration, and percent of gross wall area occupied by feneatration, and orientation Building heating and air-conditioning systems, including types of mechanical refrigeration systems, types of heating systems, types of energy distribution systems, types of automatic temperature controls, types of ventilation systems, and any health and safety requirements that the ventilation system design must satisfy Types of building lighting systems and controls Building domestic water heating systems. Process energy consumption systems, if any 3. Provide backup data to indicate that criteria of ASHRAE Standard 90 have been met or exceeded for "base-case" new buildings and criteria of ASHRAE Standard 100 have been met or exceeded for existing retrofitted buildings. 4. Estimate total energy consumption of the “base-case” building, building energy consumption and process energy consumption, separately identifying including: DOE 6430.1A 4-6-89 BTU/year by types of energy source gas) Total BTU/year for entire building Total BTU/gross-square-foot/year Total BTU/month and per year and energy usage category (e.g., lighting, domestic water heating) Genaral Requirements Page 1-67 (e.g., at point of use electricity, natural kW/month and per year for each pumps, fans, refigeration, heating, and 5. Describe the major energy conservation modifications to the "base-case" building selected, such as modifications to the building envelope, including "U" values, types of fenestration and percentage of glass in the gross wall area and addition of active or passive solar energy futures; modifications to the types of heating and air-conditioning systems, including ventilation, refrigeration, heating and automatic temperature control systems; modification to building systems lighting levels and controls; and all other major modifications considered. 6. Estimate total energy consumption of the "modified" building for each type of proposed energy conservation modification or combination of modifications, separately identifying building energy consumption and process energy assumption. Use the same format as required for the "base-case" building. 7. Estimate energy savings from incorporation of each major energy conservation feature and provide LCC analysis for the addition of each major energy conservation feature. 8. If analyses of active solar systems or use of other renewable energy sources are required by the DOE Energy Management Coordinator, provide the results of the analyses, including backup data for LCC analysis. 9. Discuss the types of permanent metering for energy inputs to the building types of submetering for process energy use, and compatibility with existing or projected energy management systems. Estimate the total cost