DOE O 6430.1 Chap 1-9, General Design Criteria Manual

I ’ ORDER (00E6430.11 12-12-83 UNITED STATES DEPARTMENT OF ENERGY GENERAL DESIGN CRITERIA MANUAL , US. Department I ; . I ii I .- I ’ 12-12-83 SUBJECT: GENERAL DESIGN CRITERIA 1. PURPOSE. To provide general design criteria for use in the acquisition of theDepartment's facilities and to establish responsibilities and authorities for the development and maintenance of these criteria. 2. SCOPE. The provisions of this Order apply to all Departmental Elements and contractors performing work for the Department as provided by law and/or contract and as implemented by the appropriate contracting officer. 3. APPLICABILITY. a. The design criteria provided by this Order shall be applied to all facili- ties at 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. b. The general design criteria are not intended to provide complete coverage for the diverse facilities by type and complexity that are needed to sup- port the varied Departmental program-mission requirements. Project specific criteria, or specifications, need to be developed to satisfy the needs for a particular facility incorporating applicable requirements in 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 respon- sibilities 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 intent that the general design criteria take precedence over such other criteria, where those criteria meet or exceed the general design criteria requirements. 4. REFERENCES. a. DOE 5700.4, PROJECT MANAGEMENT SYSTEM, of 1-8-81, which delineates the requirements, procedures, authorities, and responsibilities for the formal project management of DOE major system acquisitions and major projects. b. DOE 6410.1, MANAGEMENT OF CONSTRUCTION PROJECTS, of 5-26-83, which establishes policy and procedures to be followed in the planning, design, and construction of the Department's facilities. DISTRIBUTION: All Departmental Elements Federal Energy Regulatory Commission (info) INITIATED BY: Office of Project and -4acilities Management 2 ‘ DOE 6430.1 12-12-83 c. Federal law and Executive order requirements for energy conservation and use of renewable energy sources in new Federal buildings, and implementing Federal regulation requirements, are identified in Chapter XIII of the general design criteria. d. Other applicable Federal laws, Executive orders, and Federal regulations, are identified in the various chapters of the general design criteria where their requirements specifically apply. e. Other Departmental Orders applicable to the planning and design, or acquisition, of Departmental facilities are contained in a general listing in Chapter I, Attachment I-l, and further identified in other chapters of the general design criteria where their requirements specifically apply. 5. DEFINITIONS. a. b. C. d. e. Building Acquisitions by Lease or Purchase include new pre-engineered metal buildings, other semipermanent or temporary facilities such as inplant-fabricated modular/relocatable buildings and trailer units, and other buildings to be acquired.

Construction Projects include new facility, facility addition, and facility alteration projects where engineering and design are required in their performance. e Construction Project Planning includes all activities that are performed, after the initial identification of a project, for the purposes of devel- oping the project concept, reliable cost estimates, realistic performance schedules, and methods of performance. Facilities includes 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 com- munications systems; central utility plants; utilities supply and dis- tribution systems; and other physical plant features. As used in this Order, the term "nuclear facilities" is synonymous with the definition of this same term as contained in Chapter V, "Safety of Nuclear Facilities," of DOE 5480.1A, ENVIRONMENTAL PROTECTION, SAFETY, AND HEALTH PROTECTION PROGRAM FOR DDE OPERATIONS, of 8-13-81. Project Design Criteria are those technical data and other project infor- mation 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 regulations; applicable health, safety, fire Protection, safeguards, security, energy conservation, and quality assurance requirements; and other requirements. The project design DOE 6430.1 12-12-83 3 I , criteria are normally consolidated into a document which provides the technical base for any further design performed after the criteria are developed. 6. POLICY AND OBJECTIVES. a. Policy. It is DOE policy that: (1) Professional architectural and engineering principles and practices be apolied to the plannino, desiqn, construction. alterations, and/or acquisition of the'Depart&nt s Facilities. - (2) All Department facilities wil mental regulations for energy energy. comply with the Federa 1 and Depart- conservation and use of renewable (3) All applicable laws, regulations, and Executive orders whether Federal, State, or local, will be satisfied in the planning, design, and construction of the Department's facilities. (4) All Department facilities are designed and constructed to be reasbn- able and adequate for their intended purpose and consistent with health, safety, and environmental protection requirements. b. Objectives. (1) To provide general design criteria 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 general design criteria. (3) To establish responsibility for application of the general design criteria. 7. RESPONSIBILITIES AND AUTHORITIES. a. Assistant Secretary, Management and Administration (MA-l), is responsible for the development ot budget, accounting, procurement, cost estimating, construction, facilities management, site development, real estate, project 4 DOE 6430.1 12-12-83

management, and business related policy. Specific responsibilities with respect to general design criteria are carried out by the Director of Administration through the Director of Project and Facilities Management. (1) Serves as the Department's focal point for the development, main- tenance, and interpretation of the general design criteria. In ful- filling these responsibilities, technical advice and assistance is utilized from other Departmental organizations in their particular areas of interest. (2) Maintains liaison with other Federal agencies, the architect-engineer professions, and the construction industries on current practices, procedures, criteria, and standards being applied to facility design and construction. (3) Utilizes, as needed, technical advice and assistance of criteria users, support contractors, and consultants to develop and maintain criteria for specialized areas. (4) Participates with the Advisory Board on the Built Environment, a unit of the National Research Council, in activities relating to facility design and construction. (5) When requested, provides technical advice and assistance to other Departmental organizations on matters relating to planning, design, and construction of facilities. (6) Assures that proposed criteria revisions and additions of a substan- tive nature are coordinated 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) Assure that the general design criteria are applied in construction project planning and design, including their application in develop- ment of the specific "project design criteria" and in development Of technical specifications for facilities. (2) Recommend criteria revisions and additions to the Director of Project and Facilities Management; and provide technical input, advice, and assistance during revision or expansion of the criteria. C. 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 Acqul- sition of Department Facilities. (1) (2) (3) (4) Participate in the development and maintenance of the general design criteria, and assure that the criteria accurately reflect the design requirements associated with their particular areas of responsibility. Assist the Director of Project and Facilities Management in reviewing and adopting comments and recommendations received from other Depart- mental 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 and other Headquarters organizations, and field organiza- tions, in making determinations of criteria applicability to specific facilities, and provide criteria interpretations, in their particular areas of responsibility. 8. PROCEDURES AND REQUIREMENTS.

a. Chapters I through XV of this Order contain basic criteria to be applied in the planning and design of facilities, and in the development of tech- nical specifications for building acquisitions. Additional criteria to be applied for specific types of facilities are contained in other chapters, beginning with Chapter XVI. b. It is recognized that.there will arise valid reasons for deviating from the general design criteria. Allowable deviations are described in paragraph Zc, in Chapter I of the criteria. Criteria deviations requiring prior DOE Headquarters' review or approval, and procedures to be followed, are described in paragraph 2d of Chapter I. C. Assistance from Departmental organizations having responsibilities assigned in paragraph 7 above and operating contractors will be required on a continuous basis for the effective maintenance of these general design criteria. A number of reserved chapters have been identified that reflect recommendations made by Headquarters and field organizations for expansion in criteria coverage. Development of these additional criteria chapters will be accomplished by working groups with participation by knowledgeable Headquarters, field organization, and operating contractor personnel and/or by use of support services contractors. b DOE 6430.1 12-12-83 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 general design criteria will maximize the Department's benefits. Field organizations are encouraged to submit design related "lessons learned" to the Director of Project and Facilities Management. BY ORDER OF THE SECRETARY OF ENERGY: WILLIAM S. HEFFELFINGER Director of Administration TABLE OF CONTENTS CHAPTER I - CRITERIA PURPOSE AND APPLICATION, AND FUNDAMENTAL DESIGN REQUIREMENTS 1. Criteria Purpose ........................ 2. Criteria Application ...................... t : Definition of Terms .................... Use of the Criteria .................... :: Allowable Deviations .................... Criteria Deviations Requiring Prior DOE Headquarters' Review or Approval ..................... 3. Fundamental Design Requirements ................ t : Codes, Standards, Guides, and DOE Directives ........ Health, Safety, and Fire Protection ............ :: Safeguards and Security Environmental Protection ini Poil;tioi Control ................. e. Telecommunications, Energy Management, and Other Facility-related Requirements ............... f. Quality Assurance ..................... Z: Facility Economies ..................... Energy Conservation and Use of Renewable Energy Sources .......................... i. j. k. 1. m. n. 0. r. Facility Siting ...................... Site Development ...................... Interior Building Services ................. Outside Utility Services .................. Operating and Maintenance Provisions ............ Decontamination and Decommissioning ............ Building Accessibility and Usability by the Physically Handicapped ........................ Use of the Metric System ........... Protective Construction and'EieigenEy* Preparedness Facilities .................. Construction Specifications ................ Attachment I-l - Listing of Other DOE Orders To Be Followed in Planning and Design, or Acquisition, of DOE Facilities . . . . . . . . . . . . Attachment I-2 - Reference Materi~l'S&&' . . . . . . . . . . . .

I-l I-l I-l I-l I-3 I-4 I-6 I-6 I-8 I-9 I-10 I-10 I-11 I-11 I-12 I-13 I-14 I-17 I-18 I-19 I-22 I-23 I-26 I-27 I-27 I-29 I-35 CHAPTER II - RESERVED (SITE AND CIVIL ENGINEERING) CHAPTER III - RESERVED ii DOE 6430.1 12-12-83 CHAPTER IV - ARCHITECTURAL AND STRUCTURAL 1. 2. 3. 4. 5. 6. ;: 9. 10. 11. 12. 13. 14. 15. Coverage ............................ Codes, Standards, and Guides .................. a. Structural Materials .................... b. Pressure Treatment of Wood Products ............ :: Welding .......................... Building Design Loads ................... e. Preengineered Metal Buildings ............... f. Fire Protection ...................... 9* Seismic Design ....................... h. Wind and Seismic Lateral Force Design. ........... i. Bridge Structures. ..................... j. Elevated Steel Water Tanks, Standpipe, and Reservoirs. ... k. Building Roofs, Flashing, and Drainage ........... Design Quality ......................... Space Planning ......................... Building Type ......................... Building Location ....................... Building Configuration ..................... Building Orientation ...................... Building Design Loads ..................... i: Dead Loads ......................... LiveLoads ......................... C. Earthquake Loads ...... , ............... d. Tornado Loads ....................... e. Internal Shock Loads .................... f. Site-specific Seismic, Straight Wind, and Tornado Characteristics ...................... Subsurface Investigations ................... Building Components ...................... a. Framing .......................... b. Floors ........................... :: Control Joints ....................... Exterior Walls ....................... e. Roofs .................... f. Thermal'Tra~smittance*V~l~e~ ................ 9* Interior Walls and Partitions ............... h. Ceilings .......................... i. Interior Finishes ..................... j. Interior Floor Coverings .................. k. Acoustical Treatment .................... 1. Windows and Doors ..................... m. Radiation Shielding .................... Fire Protection Facility Design fAr'the'Phy;iiail; haAd:capped .................. Elevators Personnel skeitlrl 1 1 1 1 ...................................... Attachment IV-1 - Method of Computing Building Areas and Volumes...................... IV-1 IV-1 IV-1 IV-2 IV-2 IV-2 IV-2 IV-2 IV-3 IV-3 IV-3 IV-3 IV-3 IV-3 IV-3 IV-5 IV-5 IV-5 IV-6 IV-6 IV-6 IV-6 IV-9 IV-9 IV-10 IV-10 IV-10 IV-11 IV-1 1 IV-11 IV-11 IV-12 IV-14 IV-17 IV-17 IV-17 IV-18 IV-18 IV-18 IV-19 IV-20 IV-21 IV-21 IV-21 IV-22 IV-25 DOE 6430.1 12-12-83 iii CHAPTER V - MECHANICAL SYSTEMS I . :: 3. 4. ;: 7. 8. 9. 10. 11. 12. 13. 14. Coverage ............................ Codes, Standards, and Guides .................. :: Codes ........................... Standards ......................... Guides Fianning ....................................................... Energy Conservation Design ................... Specifications ......................... systems ............................ ii: Installed Capacities .................... Reheat ........................... C. Hot Water Heating Systems ................. d. Adiabatic or Evaporative Cooling .............. e. Ventilation Systems .................... f. Weather Data ........................

90 Energy Management Systems and Devices ........... Heating, Evaporative Cooling, Mechanical Ventilation, and Air-Conditioning Systems Design Conditions ........ ba: Design Basis ........................ Building Envelope Thermal Transmittance Factors ...... i: Inside Design Temperatures and Humidities ......... Outside Design Temperatures ................ e. Personnel Ventilation Air ................. f. Equipment ......................... 9* Communication, Electronics and Computer Room Design HeatLoads ......................... h. Operating Temperatures ................... Air-Conditioning Equipment ................... ii: Refrigeration Equipment .................. Air-cooled Condensers ................... Fi: Cooling Towers ....................... Water Treatment Central Air Handling System; 1 : : : : : : ...................... i: Air Handling Units ..................... Fans ............................ C. Coils ........................... d. Air Cleaning Systems .................... e. Air Duct Design ...................... f. Economy Cycle ....................... 9. Heat Recovery ....................... Boilers ............................ Air-Conditioning System Operating Efficiencies ......... Adiabatic Cooling ....................... Mechanical Ventilation ..................... it: Utility Rooms ....................... Laboratory Ventilation and Exhaust Systems ......... C. Air Contamination ..................... ControlsandZoning ...................... V-l V-l V-l V-l v-2 v-3 v-3 v-3 v-4 v-4 v-4 v-4 v-5 ;:: v-5 V-6 V-6 V-6 V-6 v-7 V-8 V-8 V-8 V-8 V-8 V-8 v-10 v-10 v-12 v-12 v-12 v-12 v-13 v-14 v-17 V-18 V-18 v-20 v-21 v-21 v-22 v-22 v-22 v-22 v-22 iv DOE 6430.1 12-12-83 15. Plumbing Systems . . . . . . . it: Sanitary Drainage . . . . Sanitary Fixtures . . . . c. Water Supply and Distribut i 16. Distribution Systems a . . . . 17. Mechanical Systems Insulations 18. Fixed Interior Fire Protection 19. Incinerators . . . . . . . . . 2 Incinerator Features and Combustion Auxiliaries ...... Draft Auxiliaries ........... 2 Flue Gas Cleaning a~d'&o~e'Dkk~iki' ........... Equipment Selection and Pollution Control ......... e. Fire Protection System Performance Te;t; .................... 20. ....... 21. Operating and Maintenance (O&M)'I;lf~rr;la;i~n'a;ld'D~ta ...... ................. ................. in ............................... ................. ieiurre,n;s' .................... ................. CHAPTER VI - INTERIOR ELECTRICAL SYSTEMS 1. Coverage . . . . . . . . . . . . . 2. Codes, Standards, and Guides . . . 3. Planning . , . . . . . . . . . . . it: Electrical Loads . . . . . . . Service Characteristics . . . :: Power Supply Reliability . . . Emergency Power Requirements . e. Power Quality Requirements . . f. Operating and Maintenance Requ Z: Energy Conservation . . . . . Energy Management Systems and i. Safety . . . . . . . . . . . . 4. Service Equipment . . . . . . . . it: Main Service . . . . . . . . . Emergency Power System . . . . 5. Wiring Methods and Materials . . . k Wiring Methods . . . . . . . . Wiring Materials . . . . . . . 6. Interior Lighting . . . . . . . . it: Lighting Levels . . . . . . . Fixtures . . . . . . . . . . . C. Exit Lighting . . . . . . . . 7. Grounding . . . . . . . . . . . . 8. System and Personnel Protection . t : System Protection . . . . . Personnel Protectio;l . . . . . 9. Lightning Protection . . . . . . . 10. Energy Conservation Measures . . .

............... ............... ............... ............... ............... ............... ............... ikiYiefk; ...................... S;?r;iLe; ...................... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... 11. Information Requirements for System; iplritioi ......... ......... CHAPTER VII - INTERIOR TELECOMMUNICATIONS AND ALARM SYSTEMS 1. Coverage............................ 2. Codes, Standards, and Guides . . . . . . . . . . . . . . . . . . V-23 V-23 V-24 V-24 V-27 V-28 V-28 V-28 v-29 v-29 v-29 v-29 v-29 v- 29 v-30 VI-1 VI-1 VI-1 VI-2 VI-2 VI-3 VI-4 VI-4 VI-5 VI-5 VI-5 VI-5 VI-5 VI-5 VI-8 VI-8 VI-8 VI-9 VI-12 VI-12 VI-12 VI-12 VI-12 VI-13 VI-13 VI-14 VI-14 VI-14 VI-17 VI I-l VI I-l DOE 6430.1 12-12-83 V I - 5. 6. 7. 8. 9. 10. 11. 12. DOE Directives. ........................ Design ............................. i: Safety ........................... Flexibility ........................ C. Accessibility ....................... d. Spare Capacity ....................... e. Normal Power ........................ f. Emergency Power ...................... ii: JointUse ......................... Separation of Circuits ................... i. Hazardous Locations .................... j. Simplicity ......................... k. Economy .......................... Telephone Facilities ...................... i: Building Service Entrance ................. Cable Riser and Distribution Conduits and Closets ..... C. Station Control Equipment Closets or Cabinets ....... d. Station Conduit, Raceway, and Floor Duct .......... e. Telephone Booths and Enclosures f. Integral and Compatible Alarm Ser;ice; : : : : : : : : : : : 90 Temporary and Special Wiring ................ Fire Alarm and Supervisory Facilities ............. it: Use of Telephone Facilities ................ Distribution Conduit and Cabinets ............. C. Power Services ....................... Security Alarm and Supervisory Facilities ........... It: Use of Telephone Facilities ................ Alarm System Conduit .................... C. Power Services ....................... Intercom Paging, and Public Address Facilities ......... z-l Use of Telephone Facilities ................ Conduits and Cabinets ................... Warning and Evacuation Systems ................. Energy Management Systems and Services ............. Other Telecommunications Systems ................ Information Requirements for Systems Operation ......... VII-2 VII-2 VII-2 VII-3 VII-3 VII-3 VII-3 VII-3 VII-3 VII-4 - VII-4 VII-4 VII-4 VII-4 VII-4 VII-5 VII-6 VII-7 VII-7 VII-7 VII-8 VII-8 VII-8 VI I-9 VI I-9 VI I-9 VI I-9 VI I-10 VII-11 VII-11 VI I-11 VII-11 VII-11 VII-12 VII-12 VII-12 CHAPTER VIII - EXTERIOR ELECTRICAL SYSTEMS :: Coverage ............................ VIII-l Codes, Standards, and Guides .................. VIII-l 3. Planning ............................ VIII-l 4. Service Equipment and Facilities ................ VIII-3 it: Power Supply Lines ..................... VIII-3 Switching Stations and Substations ............. VIII-4 5. Exterior Lighting ....................... VIII-5 ;: Lightning Protection ...................... VIII-6 Information Requirements for Systems Operation ......... VIII-6 vi CHAPTER IX - EXTERIOR TELECOMMUNICATIONS AND ALARM SYSTEMS

:: Coverage ............................ IX-l Codes, Standards, and Guides .................. IX-l 3. DOE Directives ......................... IX-l 4. Design ............................. IX-2 5. Telephone Lines ........................ IX-3 6. Fire Alarm and Supervisory Systems ............... IX-3 ii: Security Alarm and Supervisory Systems ............. IX-3 Secure Communications Systems ................ IX-4 9. Energy Management Systems and Devices ............. IX-4 10. Information Requirements for Systems Operation ......... IX-4 CHAPTER X - FIRE PROTECTION 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Coverage ............................ Codes, Standards, and Guides .................. DOE Directives ......................... Fire Protection Objectives ................... Improved Risk Concept ..................... Fire Protection Methods .................... Maximum Possible Fire Loss Criteria .............. Planning and Design ...................... iZ: General Planning Criteria ................. Interior Fire Protection .................. C. Exterior Fire Protection Systems and Features ....... aduality Assurance' : : : : : : : : : : : : : : : : : : : : : : : Life Safety Information Requirements for Systems Operation ......... CHAPTER XI - AIR POLLUTION CONTROL :: Coverage ........................... Codes, Standards, Guides, and DOE Directives ......... 3. Air Pollution Sources and Control Measures .......... ;: Planning for Air Pollution Control ............. Combustion Process Installations .............. C. Refuse Disposal Facilities ................. d. Gas-cleaning Equipment and Emission Control Devices .... e. .......... f. Storage Facilities for Volatile Liquids. Other Air Pollution Producing Facilities .......... 4. $ality Assurance Operating Manuals and Instrrtctions ........ : : : : : : : : : : : : : 5. Control of Pollution During'Const;uction ............ X-l X-l X-l X-l x-2 X-6 x-7 x-10 x-10 x’-11 x-14 x-17 x-17 x-17 x1-1 x1-1 x1-1 x1-2 XI-3 XI-4 XI-5 XI-6 XI-6 XI-7 XI-7 XI-7 CHAPTER XII - WATER POLLUTION CONTROL 1. Coverage ....................... XI I-l G: Codes, Standards, Guides, and DOE'Dirkii;es .......... XII-1 Planning ............................ XII-2 t? Alternate Production Flow Methods Recycle and/or Recovery of Waste Sy;tem; .......... x11-2 .......... XII-2 DOE 6430.1 12-12-83 vii (. 2 Alternative Waste Treatment Techniques . . . . . . . . . . . Disposal of Solids Generated During Liquid Effluent Treatment . . . . . . . . . . e. Planning foi Wait: ir~a~mfk~ ;aiiiiiik' . . . . . e . . . . 4. Sanitary Sewage Disposal m . . . . . . . . . . . . . . . . . . . a. Sewer System Layout . . . . . . . . . . . . . . . . . . s . b. System Design Features . . . . . . . . . . . . . . . . . . . 2 Pipe Materials and Pipe Joints . . . . . . . . . . . . . . Treatment Facilities . . . . , . . . . . . . . . . . . . . . 5. Control of Pollution from Other Sources . . . . . . . . . . . . 6. Quality Assurance . . . . . . . . . . . . . . . . . . . . . . . 7. Planning for the Control of Pollution During Construction . . . . . . . . . . . . . . . . . . . . . . . . . . CHAPTER XIII - ENERGY CONSERVATION AND USE OF RENEWABLE ENERGY SOURCES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.

Coverage......................:..... Federal Law, Executive Orders, Regulations, and DOE Directives . . . . . . . . . . . . . . . . . . , . . . . . . Timing of Evaluations and Selections of Energy Conservation Features and Energy Supply Sources . . . . . . . . Life Cycle Cost Analyses . . . . . . . . . . . Use of Computer or Other Energy Analysis Techni Energy Conservation Features for Buildings . . a. Evaluation and Selection of Energy Conservation Features b. Building Envelope Therm~l'T~a~ski~t~n~e'V~l Criteria . . . . . . . . . . . . . . . . . c. Other Energy Conservation Criteria . . . . Energy Conservation Features for Other Projects Use of Renewable Energy Systems . . . . . . . . it Active Solar Systems . . . . . . . . . . . . Passive Solar Systems . . . . . . . . . . . C. Other Renewable Systems Energy-Use Reduction Goals fo; Ne; ;Ok iuildiig4 a. Application of the 45 Percent Reduction Goal b. Estimating Energy Use of a Representative Building in FY 1975 . . . . . . . . . . . . Estimates of Additional Construction Costs for New DOE Buildings . . . . . . . . . . . . . . . Building Energy Performance Standards . . . . . Energy Management Systems and Devices . . . . . Energy Metering o , . . . . . . e . . . . . . . Documentation . . . . . . . . . a. Energy Conskr;aiiin'Ripiri . . . . . . , . . b. Distribution of Project Planning and Design Documents . . . . . . . . . . . . . . . . . . . , . . . . . . ques . . . . . i ......... ......... ues ......... ......... ........ ........ ........ ........ ........ ........ ....... . . . . . . . . XIII-16 ........ XIII-17 ........ XIII-17 ........ XIII-18 ........ XIII-19 ........ XIII-21 ........ XIII-21 . . . . . . . . Attachment XIII-1 - Determination of the Average Sol-Air Temperature . . . . . . . . . . . . . . . . . . XII-2 XII-2 XII-3 XII-4 XII-4 XII-4 XII-6 XII-6 XII-7 XII-7 XII-7 XIII-1 XIII-1 XIII-3 XIII-4 XIII-4 XIII-6 XIII-6 XIII-8 XIII-10 XIII-11 XIII-11 XIII-11 XIII-13 XIII-14 XIII-14 XIII-14 XIII-24 XIII-25 viii DOE 6430.1 .... 12-12-83 CHAPTER XIV - RESERVED (SAFEGUARDS AND SECURITY - PHYSICAL PROTECTION) CHAPTER XV - RESERVED (STEAM GENERATION AND DISTRIBUTION) CHAPTER XVI - RESERVED (OFFICES AND ADMINISTRATIVE FACILITIE’) CHAPTER XVII - LABORATORIES AND LABORATORY BUILDINGS 1. Coverage .......................... 2. Codes, Standards, Guides, and DOE Directives ........ 3 .. Planning and Resign Fundamentals .............. a. General ........................ b. Flow Diagrams ..................... 2 Building Services and distribution ........... Utilization Schedule .................. 4. Architectural and Structural ................ t: General ........................ Building Layout .................... :: Interior Walls and Partitions ............. Laboratory Furniture .................. e. Hoods and Glove Boxes ................. f. Structural Design ................... 5. Mechanical ......................... a. Heating, Ventilating, and Air Conditioning ....... b. Service Piping ..................... C. Special Piping and Drainage Requirements ........ 6. Electrical and Telecommunications ............. 7. Fire Protection ...................... 8. Environmental Protection .................. 3. HealthandSafety ...................... 10. Safeguards and Security .................. 11. Ouality Assurance ..................... 12. Accessibility and Usability by the Physically Handicapped ........................

Attachment XVII-I . Typical Laboratory Layouts ......... Attachment XVII-2 - Typical Finish Schedule .......... CHAPTER XVIII - RESERVED (WAREHOUSE AND OTHER STORAGE BUILDINGS) CHAPTER XIX - RESERVED (MAINTENANCE AND REPAIR SHOPS) CHAPTER XX - RESERVED (EMERGENCY PREPAREnNESS FACILITIES) CHAPTER XXI - PLUTONIlJM FACILITIES 1. Coverage .......................... 2. Objectives ........................ 3. Oefinitions of Terms .................... XVII-1 XVI I-l XVII-3 XVI I-3 XVI I-4 XVII-4 XVII-5 XVII-5 XVI I-5 XVII-6 XVII-8 XVII-8 XVII-9 XVII-10 XVII-10 XVII-10 XVII-14 XVII-14 XVII-15 XVII-16 XVI I-16 XVI I-16 XVI I-16 XVI I-16 XVI I-16 XVII-17 XVII-25 XXI-1 XXI-2 XXI-2 I ‘- I * DOE 6430.1 ix 12-12-83 4. Codes, Standards, and Guides ................. 5. DOE Directives .................. 6. Site Evaluation ini it;diei .................. it: Location Meteorologi ................................................ c. Hydrology ......................... 7. PlantFeatures ........................ a. Facility Design ...................... b. Layout of Plutonium Handling Areas ............ :: Fire Protection ...................... Nuclear Criticality .................... e. Ventilation ........................ f. Radiation Protection ................... ii: Other Special Safety Features ............... Contaminations Confinement ................ i. Airlocks j. Decontaminitjo;ls' ..................... ..................... k. Decommissioning ...................... 1. Maintenance ........................ m. Water Collection System .................. 8. Utilities ........................... 9. Waste Management ....................... 10. Effluent and Waste Control and Monitoring ........... 11. Enclosures .......................... 12. Storage Facilities ...................... 13. Special Safety Features .................... 14. Emergency Planning. ...................... 15. Quality Assurance ....................... 16. Plutonium Materials Safeguards. ................ a. Physical Control ..................... b. Accountability of Plutonium ................ 17. Safety Analysis ........................ 18. Accessibility and Usability by the Physically Handicapped. 19. Criteria Deviaii&; ...................... ...................... Attachment XXI-l - Geographical Tornado Intensity Regions ..................... Attachment XXI-2 . Design Basis Tornado Characteristics. ...... Attachment XXI-3 - Design Basis Characteristics of Potential Tornado-Generated Missiles. ...... CHAPTER XXII - HItiH EXPLOSIVES FACILITIES 1. Coverage ........................... 2. Objectives. .......................... 3. Codes, Standards, and Guides. ................. 4. DOE Directives. ........................ 5. Definitions of Terms. ..................... XXI-3 XXI-4 XXI-5 XXI-5 XXI-5 Xxi-5 XXI-6 XXI-6 XXI-12 XXI-13 XXI-I3 XXI -13 XXI-17 XXI-1 9 Xxi-19 XXI-al XXI-20 XXI-21 XXI-21 XXI-21 XXI-22 XXI-23 XXI-23 XXI-25 K:: , XXI-27 XXI-27 XXI-27 XXI-27 XXI-29 XXI-30 XXI-30 XXI-30 XXI-31 XXI-33 XXI-35 XXI I-l XXI I-2 XXI I-2 XXI I-3 XXI I-3 X DOE 6430.1 12-12-83 6. Plant Features. ........................ XXII-7 t : General .......................... XXII-7 Facility Design ...................... XXII-8 7. Quality Assurance ....................... XXII-14 8. Safety Analysis ........................ XXII-14 9. Accessibility and Usability by the Physically Handicapped .......................... XXII-15 10. Criteria Deviations ...................... XXII-15

Attachment XXII-l - Protective Design Requirements by Type of Activity . . . . . . . . . . . . . . . . . . XXII-17 CHAPTER XXIII - UNIRRADIATED ENRICHED URANIUM STORAGE FACILITIES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Coverage Definition; if'Tin&' ..................... Codes, Standards, and kidis' .................................. DOE Directives ........................ Basis of Design ........................ General Design Requirements ................. Physical Protection and Material Safeguards .......... Source and Special Nuclear Material .............. Architectural-Structural ................... Mechanical .......................... Electrical Fire Protectio; ........................ Nuclear Criticalit; ktk~i&' ................................ QualityAssurance ...................... Criteria Deviations ...................... CHAPTER XXIV - RESERVED (PLUTONIUM STORAGE FACILITIES) CHAPTER XXV - OCCUPATIONAL HEALTH FACILITIES 1. Coverage ........................... 2. Codes, Standards, Guides, and DOE Directives ......... 3. Planning ......................... 4. Architectuiai ......................... 5. Mechanical .......................... 6. Electrical 7. Fire Protectjo; ........................ Accessibility an; l&b/l~t; ~y't~e'P~y;i~ail~ ......... 8. Handicapped .......................... Attachment XXV-l - Typical Layout of a Contaminated Casualty Area . . . . . . . . . . . . . . . . . XXIII-1 XXIII-1 XXI II-2 XXI II-2 XXIII-3 XXIII-4 XXIII-6 XXIII-6 XXIII-6 XXIII-7 XXIII-7 XXIII-7 XXIII-8 XXIII-8 XXIII-8 xxv-1 xxv-1 xxv- 1 xxv-2 XXV-6 xxv-7 xxv-7 xxv-7 xxv-9 . . DOE 6430.1 12-12-83 xi (and xii) CHAPTER XXVI - TELECOMMUNICATIONS, ALARM AND AUTOMATIC DATA PROCESSING CENTERS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Coverage .......................... Codes, Standards, Guides, and DOE Directives ........ Planning and Location ................... Criteria Applicable to All Centers and Repeater Stations ..................... ;: Layout ......................... Architectural ..................... :: Structural ....................... Mechanical ....................... e. Electrical ....................... f. Fire Protection .................... Telephone Switching Centers ................ Teletype, Data and Facsimile Centers ............ Computer/Automatic Data Processing (ADP) Centers ...... a. Location ........................ b. Planning and Layout .................. 2 Architectural and Structural .............. Mechanical ....................... e. Electrical ....................... f. Fire Protection .................... Radio Control Centers Fire Alarm Control Centir; ................. Security Alann Control Centir; .............................. Miscellaneous Special Purpose Communications Centers .... it: Warning and Evacuation Control Centers ......... Public Address and Paging Centers ........... dc: Television Control Centers ............... Telemetry Control Centers ............... Radio Repeater Stations .................. Antenna Towers, Poles, and Masts .............. XXVI-1 XXVI-2- XXVI-3 XXVI-5 XXVI-5 XXVI-6 XXVI-7 XXVI-8 XXVI-9 XXVI-11 XXVI-13 XXVI-15 XXVI-17 XXVI-18 XXVI-18 XXVI-19 XXVI-20 XXVI-20 XXVI-21 XXVI-21 XXVI-23 XXVI-24 XXVI-26 XXVI-26 XXVI-27 XXVI-27 XXVI-28 XXVI-28 XXVI-30 DOE 6430.1 12-12-83 I-l CHAPTER I CRITERIA PURPOSE AND APPLICATION, AND FUNDAMENTAL DESIGN REQUIREMENTS

1. CRITERIA PURPOSE. Provide general technical direction and guidance to be applied in the planning and design of new facilities, in development of specifications for building acquisitions, and in the planning and design of facility additions and alterations, to assure that: a. b. C. d. e. f. Professional architectural and engineering principles and practices will be followed. Health and safety requirements of DOE employees, the public, and DOF contractor or subcontractor employees using DOE facilities are satisfied. Fire protection, environmental protection, quality assurance, safeguards and security, and other basic requirements will be satisfied, together with the satisfaction of program needs. New facilities, facility additions, and facility alterations will be planned and designed to achieve economies in construction, operation, and maintenance. New buildings, building additions, and other energy-using facilities, and additions or alterations thereto, will incorporate energy conserving features on the basis of their life cycle cost effectiveness; will be consistent with the Department's fuels and energy use policy in the use of nonrenewable energy resources; and will use renewable energy whenever these applications are technically feasible and life cycle cost effective. Requirements of applicable Federal laws, Executive orders, Federal regulations, applicable local, regional or State regulations, applicable national consensus codes and standards, and other DOE-prescribed standards and requirements will be satisfied. 2. CRITERIA APPLICATION. a. Definition of Terms. (1) Shall - denotes a requirement. (2) Should - denotes a recommendation. b. Use of the Criteria. (1) These general design criteria shall be applied in the planning and design of new DOE facilities, facility additions, and facility alterations. This includes application in the preparation of the specific project design criteria during the project planning phase. :I-2 DOE 6430.1 12-12-83 (2) These criteria shall be applied in the acquisition of new pre- engineered metal buildings and in-p1 ant fabricated modular/ relocatable buildings, and in the acquisition of other buildings and other semipermanent or temporary facilities including trailer units, to the extent technically, economically, legally, or contractually feasible. (3) Paragraph 3 in this Chapter I contains fundamental design requirements. Chapters II through XV contain the more discipline-oriented design criteria. Follow-on chapters, beginning with Chapter XVI, contain additional criteria for certain types of facilities either common to most DOE sites and operating requirements, or of a specialized nature. In their application, these general design criteria should be used as a whole because of the interrelationships or interdependence among the various chapters. (4) The general design criteria incorporate, either directly or by cross- reference to other DOE directives, applicable requirements and guid- ance promulgated by those Headquarters organizations having assigned responsibilities in such areas as health protection, safety, fire protection, environmental protection, safeguards and security, quality assurance, telecommunications, energy management, site selection, site development planning, and other areas.

(a) Collective use needs to be made of the general design criteria and other DDE directives listed in Attachment I-l, and as individually identified in the various chapters of this Order. Contractors or subcontractors providing facility planning or design services, or building acquisition services, to the Department will need to be apprised of all applicable requirements and guidelines. (b) Where there are conflicts between the general design criteria and any of the referenced DOE directives they should be brought to the attention of the Headquarters Office of Project and Facilities Management for mutual resolution with other respon- sible Headquarters organizations. Continuing efforts will be made to assure that the general design criteria and the referenced DOE directives provide consistent technical direction and guidance. (5) Departmental organizations having first-line responsibilities for facility planning, design, and construction have the authority to determine to what degree the criteria in this Order are to be applied to facility planning or design work which was started prior to issu- ance of this Order. In making these determinations, attention needs to be given to the current stage of facility planning or design; potential cost and schedular impact of applying the criteria; any applicable requirements of Federal laws, regulations, Executive Orders, or other DOE directives identified within the criteria; and other appropriate factors. DOE 6430.1 12-12-83 I-3 (6) These general design criteria are, in substantial part, a update of the general design criteria that were used by many of the field organizations in the prior U.S. Energy Research and Development Administration, and in the U.S. Atomic Energy Commission prior to January 1975. In its current form, this Order reflects the numerous technical comments, suggestions, and recommendations submitted by DOE field and Headquarters organizations from their review of the draft that was transmitted for DOE-wide coordination in June 1981. Many recommendations were also received for significant expansion of some of the criteria coverage in the architectural and engineering discipline-oriented chapters, and to include new criteria for other types of facilities and systems. These additional design criteria have not been included in the current Order. Subsequent development, and circulation of draft criteria for appropriate review, comment, and concurrence, will be needed for such substantive criteria additions. C. Allowable Deviations. (1) These general design criteria are not intended to impose unnecessary design restrictions or discourage design innovation. Professional architectural and engineering judgment needs to be used in their interpretation and application to the specific project. Depart- mental organizations having first-line responsibilities for facility planning and design, or building acquisitions, are afforded the latitude to deviate from the criteria and to grant deviations to DOE operating contractors or other contractors performing such services for the Department when, in their judgment: (a) A specific portion of the general design criteria is determined to be inadequate or inappropriate for certain components of production, manufacturing, research and development, or other similar types of facilities. (b) Minor deviations are necessary or advantageous. (c) A specific portion of the general design criteria does not reflect currently applicable codes, standards, guides, regula- tions, or architectural or engineering principles and practices.

(d) Deviations will achieve greater economies in facility construc- tion, operation, or maintenance without adverse impact on satis- faction of programmatic or operating needs; and on satisfaction of applicable health, safety, fire protection, safeguards, security, environmental protection, and quality assurance requirements, or other essential requirements. (e) Deviations are determined to be necessary in the acquisition of buildings by lease or purchase. I ‘k- I-4 DOE 6430.1 12-12-83 (f) Deviations are determined to be necessary and are allowable under existing exemption or variance provisions of another DOE directive referenced in this Order. (2) When deviations are taken because of deficiencies in the general design criteria, such criteria deficiencies should be brought to the attention of the Office of Project and Facilities Management for possible corrective action. If conflicts arise because other DOE directives allow deviations of this Order, not allowed herein, they should also be brought to the attention of the Office of Project and Facilities Management (see paragraph 2b(4)(b), above). d. Criteria Deviations Requiring Prior DOE Headquarters' Review or Approval. (1) In the planning and design of the following types of facilities, deviations from the general design criteria will require prior review I). or approval at the Headquarters level. (a) Plutonium Processing/Handling Facilities (Chapter XX (b) High Explosives Facilities (Chapter XXII). (c) Unirradiated Enriched Uranium Storage Facilities (Chapter XXIII). (2) Deviations from requirements in applicable Federal laws, Federal regulations, Executive orders, or local, regional or State codes or regulations will generally require prior review or approval at the Headquarters level. See paragraph 3a(5), below, with regard to application of State, regional or local codes or regulations. (3) Deviations from other portions of the general design criteria, other than as discussed in paragraphs (1) and (2), above, can also necessi- tate prior review or approval at Headquarters when, in the judgment of the Departmental organization having first-line responsibility for facility planning, design, construction, and operation, such devia- tions will or may have significant adverse impact in the areas of health, safety, environmental protection, or other essential areas. (4) Deviations, described in paragraphs (1) through (3) above, should be identified early in the planning phase and discussed with appropriate Headquarters elements. Mutual determinations can to the need for formal submittal of the proposed d quarters for additional review or approval. This importance for construction projects, where decisi significant impact on project scope and cost, and decisions are needed to avoid delay in completing or start of design. then be made as eviation to Head- is of particular ons could have a where early the planning work (5) In those cases where Headquarters' approval of deviations is determined to be necessary, the field organization shall prepare and submit a request, with justification, for appropriate action. (a) (b) (4 Requests for exemption or variance from codes, standards, or regulations prescribed in the general design criteria that are also identified as "prescribed standards" in Chapter I of DOE 54804, ENVIRONMENTAL PROTECTION, SAFETY, AND HEALTH PROTECTION PROGRAM FOR DOE OPERATIONS, shall be made in accordance with the requirements in paragraph 4, "Procedures for Granting Exemptions," in Chapter I of DOE 5480.1A. Where other chapters of DOE 5480.1A or other DOE directives referenced in this Order contain specific requirements for requesting Headquarters approval of exemptions or variances from their provisions, the requirements in those directives shall also be followed.

Other requests for approval of criteria deviations in the areas of health, safety, or environmental protection shall be submitted to the appropriate Headquarters outlay program organization, with copies to: the appropriate organizational element under the Assistant Secretary, Environmental Protection, Safety, and Emergency Preparedness; the Office of Project and Facilities Management; and to other appropriate Headquarters organizations. Note that Departmental line organizations (includes Headquarters outlay program and field organizations) have been assigned responsibilities for health, safety, and environmental protection in the conduct of DOE programs; and construction projects or building acquisitions are elements of these programs. For reference, see DOE 5480.1A of 8-13-81, and DOE 3790.1 of 12-11-80. Requests for approval of criteria deviations in areas other than health, safety, or environmental protection shall be submitted to the Office of Project and Facilities Management, with copies to the appropriate Headquarters outlay program organization and to other responsible Headquarters organizations. Approval action will be taken by the Office of Project and Facilities Management, or action may be taken by the appropriate outlay program organi- zation or by other responsible Headquarters organizations, as mutually determined. (6) Criteria deviation approval actions shall be coordinated with all responsible Headquarters organizations. Whenever possible, these actions should be performed at no higher than the office or division director level to expedite the process. I-6 (a) Deviations from requirements in applicable Federal laws, Federal regulations, or Executive orders, or applicable 1 ocal, regional or State codes or regulations will generally require higher levels of approval at Headquarters. As needed, advice and guidance shall be obtained from the Office of General Counsel to interpret and determine the applicability,of the requirements to the specific facility. . (b) Interim responses shall be provided by the responsible Headquarters organization when approval actions will require more than 30 calendar days to complete. 3. FUNDAMENTAL DESIGN REQUIREMENTS. The following criteria contain fundamental design requirements that are to be applied together with the other more specific criteria contained in the other chapters. a. Codes, Standards, Guides, and DOE Directives. (1 I The latest editions of codes, standards, guides, and other DOE directives identified in this and other chapters of these general design criteria shall be followed in the planning and design of DOE facilities. Referenced codes and standards, and other DOE directives are normally mandatory, unless otherwise indicated. (2) In general, the basic building code to be used shall be whichever nationally recognized code is used in the State where the project is located (e.g., Uniform Building Code, Standard Building Code). Project requirements and referenced codes and standards within these criteria shall take precedence for specific design conditions. At a minimum, the "Uniform Building Code," issued by the International Conference of Building Officials (ICBO), shall be used in the deter- mination of earthquake loads for buildings and other structures (except where more stringent requirements are imposed in applicable building codes of the State where the project is located). The appli- cation of dynamic analysis techniques (as covered in the Earthquake Regulations Section 2312(i), of the Uniform Building Code, 1979 edition) may be required for certain types of buildings and structures. See paragraph 9c (Earthquake Loads) in Chapter IV, "Architectural and Structural, for additional criteria.

(3) In general, the basic codes to be followed for fire protection are the National Fire Codes of the National Fire Protection Association (NFPA). The basic codes to be followed for electrical system design are the National Electrical Code, American National Standards Insti- tute (ANSI)/NFPA-70, and the National Electrical Safety Code, ANSI c-2. The basic codes, standards and guides to be followed in mechan- ical system design are the National Plumbing Code and American Society of Heating, Refrigerating, and Air-Conditioning Engineers, 'WE 6430.1 12-12-83 I-7 Inc. (ASHRAE) Handbooks and standards. These and other codes, standards, and guides to be followed are identified in the various chapters of this order. (4) Use of Federal Specifications and Federal Standards, and development of purchase descriptions (specifications), shall be in accordance with the General Policies in Subpart 9-1.3 of the DOE Procurement Regulations, DOE/PR-0028 of 6-79. (5) (6) Local, regional, or State codes or regulations shall be followed to comply with water quality and air pollutant emission standards estab- lished by the Federal Water Pollution Control Act and Clean Air Act, respectively. Compliance with regulations and standards concerning solid waste disposal, disposal of oils, and disposal of hazardous materials shall also be assured. Other local, regional, or State codes, regulations, or standards for environmental protection, safety, or health protection that are determined to be applicable to DOE operations, and are more stringent than those identified in these general design criteria, shall also be followed. In all cases, DOE standards and requirements for radiation protection apply for radio- active effluents. Paragraph 7c(8) of DOE 548D.lA, ENVIRONMENTAL PROTECTION, SAFETY, ANb HEALTH PROTECTION PROGRAM FOR DOE OPERATIONS, of 8-13-81, requires that Heads of Field Organizations establish and maintain appropriate liaison with local, regional, or State officials; and advise respon- sible program Secretarial Officers and the Assistant Secretary, Environmental Protection, Safety, and Emergency Preparedness of environmental protection, safety, and health protection requirements issued by these officials that will affect their operations. (7) Compliance with applicable local (or utility company) codes, regula- tions, or standards will also be required for tie-in to local utility services (e.g., water, electric, gas, or sewer). Local codes and standirds shall be complied with for fire equipment and connections when local fire department support is needed. (8) Where local, regional, or State codes or regulations are not applicable, and where DOE directives are not existing or applicable, DOE field organizations shall adapt their own design standards or guides to assure that proper health and safety of personnel and protection of property will be achieved. (9) New DDE facilities, and additions or alterations to existing facili- ties, shall be so planned and designed to assure that health and safety provisions are consistent with the occupational safety and health standards issued by the Department of Labor (DOL) under Section 6 of Public Law 91-596 (Occupational Safety and Health Act of 1970)) as amended, or with more stringent standards. ‘- (10) In the event of a conflict between this Order and a referenced code or standard herein, the more stringent requirements shall be followed.

(11) Copies of the building codes and other codes, standards, and guides referenced in the various chapters of this Order may be obtained from the reference sources shown in Attachment I-2. Copies of referenced DOE directives, listed in Attachment I-l, may be obtained from Headquarters or field organizations, as appropriate. b. Health, Safety, and Fire Protection. (1) Advice and guidance shall be utilized from cognizant DOE, and DOE contractor, health, safety, and fire protection personnel during the project planning and design process. This is to assure that all health, safety, and fire protection requirements are adequately identified and the necessary features are incorporated. Analyses of hazards ahd assessment of risks shall be made during conceptual design and preliminary (Title I) design, and further developed during the detailed (Title II) design phase. These analyses shall include identifying the measures to be taken to mitigate the hazards and achieve accepted levels of risk. In most cases, these analyses are included in the project planning and design documentation (e.g., in conceptual design reports, Title I design reports). For DOE nuclear facilities or other facilities having high levels of hazard, the preliminary safety analysis report (PSAR) shall be prepared during conceptual or preliminary design and the draft safety analysis report (SAR) completed during Title II design, or prior to facility operation at the latest. Safety analyses shall be in accordance with the requirements in DOE 5481.1A, SAFETY ANALYSIS AND REVIEW SYSTEM, of 8-13-81, and safety analyses and Safety Analysis Reports shall be made a part of the project records. (2 ) The extent of the safety analysis required will be commensurate with the nature of facility operations and associated health and safety hazards. Areas to be addressed in safety analysis (and safety analysis reports) include, but are not necessarily limited to those listed below: (a) Form, type, and amount of hazardous materials (nuclear or other) to be stored, handled, or processed. (b) Principal hazards and risks which may be encountered in facility operation, during the projected facility life, including poten- tial injury and property damage accidents due to fire, explo- sion, radiation, toxic exposure, structural failure, wind, flood, earthquake, tornado, operating error, failure of essen- tial operating equipment, failure of safety systems, and so forth. Predicted consequences of such accidents to employees and the public are included. DOE 6430.1 12-12-83 I-9 (c) Selected design bases, such as design basis fire (DBF), design basis earthquake (DBE), design basis tornado (DBT), operating basis accidents (OBA), design basis flood (DBFL), and so forth, postulated and quantified, including rationale for selection. (d) Principal design, construction, and operating features selected for preventing accidents or reducing risks to acceptable levels, including safety margins employed, to demonstrate that the facility and its operation will meet health and safety objectives. (e) See DOE 5481.1A for safety analysis requirements that may not have been covered herein. (3) Performance objectives to be achieved in the design of DOE facilities for protection against fire, explosion, and other hazards include: (a) Protection of the public against injury and protection of private property against damage resulting from DOE operations.

(b) Protection of DOE and DOE contractor employees from accidental injury, and from exposure to toxic materials and radiation in accordance with DOE standards and allowable limits. (c) Provision for continuity in operations by minimizing accident potential. (d) Limitation of loss or damage potential to Federal Government property, including loss that may be incurred by being unable, or difficult to decontaminate/decommission facilities for other beneficial uses at the end of their useful life. (4) General design criteria for fire protection are contained in Chapter X of this Order. c. Safeguards and Security. (1) Advice and guidance from cognizant DOE and DOE contractor safeguards and security personnel shall be utilized during the project planning and design processes to assure that requirements are properly ident- ified and the necessary features are incorporated. Facilities shall be designed to satisfy DOE safeguards and security standards and requirements, as promulgated by the Headquarters Office of Safeguards and Security, and as individually referenced within this Order. (2) The types and number of features required for safeguards and security purposes will depend upon such factors as the facility location, if the facility (or portion thereof) has a classified interest, if the facility (or portion thereof) houses significant quantities of classified material and information, the relative sensitivity of the work to be performed, and the value of the resources housed. I-10 DOE 6430.1 U-12-83 Consideration shall be given to the feasibility of consolidating security interests within a security area, consistent with the need to compartmentalize information, materials, and activities. d. Environmental Protection and Pollution Control. (1) Advice and guidance from cognizant DOE and DOE contractor environ- mental protection and pollution control personnel shall be utilized during the project planning and design processes to assure that requirements are properly identified and the necessary features are incorporated, and to provide adequate time to obtain any permits which may be required. (2) Requirements for prevention, control, and abatement of potential forms of environmental pollution shall be determined in the project planning phase. Necessary features shall be incorporated into the project design to satisfy DOE environmental protection and pollution control requirements as promulgated by the Headquarters' Office of Environmental Compliance and Overview and as individually referenced within these criteria. General design criteria for air and water pollution control are contained in Chapter XI and Chapter XII, respectively. (3) Requirements and procedures to be followed in the implementation within the DOE of 10 CFR Part 1021, "Compliance With the National Environmental Policy Act," are contained in DOE 5440.1B, IMPLEMENTATION OF THE NATIONAL ENVIRONMENTAL POLICY ACT, of 5-14-82. The "Environmental Compliance Guide," Volumes I and II, available from the NEPA Affairs Division, Office of Environmental Compliance and Overview, at DOE-Headquarters, provides detailed guidance to assist Departmental organizations in implementation of and compliance with the National Environmental Policy Act of 1969, as amended, and with other Federal environmental requirements that may apply to DOE projects. These other requirements include, but are not limited to, the Clean Air Act, the Clean Water Act, the Coastal Zone Management Act, the Endangered Species Act, the Fish and Wildlife Coordination Act, the Wild and Scenic Rivers Act, the Historic Preservation Act, the Non-Nuclear Research and Development Act (Water Resource Evalua- tion), the Resource Conservation and Recovery Act, the Safe Drinking Water Act, and the Toxic Substance Control Act; and implementing Federal regulations.

e. Telecommunications, Energy Management, and other Facility-Related Requirements. Advice and guidance shall also be utilized from other DOE and DOE contractor personnel during project planning and design to assure that other requirements are also properly identified and necessary features incorporated. Satisfaction of requirements promulgated by the DOE Head- quarters' Office of Computer Services and Telecommunications Management, the In-House Energy Management Branch (in the Office of Project and Facilities Management), and by other DOE-Headquarters organizations within their areas of responsibility is required. DOE 6430.1 12-12-83 I-11 f. Quality Assurance. (1) Facility design shall incorporate the necessary quality assurance (QA) requirements to assure that established program/project quality objectives are being satisfied. (2) Quality assurance encompasses all those planned and systematic actions and controls necessary to provide adequate confidence that a structure, system, or component will perform satisfactorily in service. Quality assurance includes quality control, which comprises those quality assurance actions related to the physical characteris- tics of a material, structure, component, or system which provide a means to control the quality of the material, structure, component, or system to predetermined requirements. (3) An adequate quality assurance program provides assurance that the design will satisfy program/project requirements; the prepared drawings and construction specifications adequately incorporate quality assurance requirements; construction can be performed in accordance with design; and tests confirm the adequacy of design and quality of construction and manufactured components, where appropriate. (4) As a part of the quality assurance program, architectural and engi- neering portions of design need to be closely coordinated during the conceptual, preliminary (Title I), and detailed (Title II) design phases to avoid conflicts that could result in costly changes during construction. Prior to initiating Title I and Title II design, quality assurance requirements need to be established for the project, systems, subsystems, and components. It must be determined what the facility is to accomplish; the range of operating conditions; the required degree of reliability; its intended useful life; and how it can be maintained, repaired, or replaced. (5) Wherever possible, design shall reflect experience gained on similar projects, or similar types of construction. (6) Provisions need to be made for review and checking design calculations, drawings, and construction specifications by qualified personnel, other than those responsible for the original design. To the extent practicable, and particularly in the case of innovative design, the design should be reviewed by competent consultants in construction or manufacturing techniques to confirm the practicability of construction or manufacture. (7) See DOE 5700.6A, QUALITY ASSURANCE, of 8-13-81, for additional information, direction, and guidance. 9* Facility Economies. (1) It is a fundamental objective that all DOE facilities be planned and designed to satisfy program/project needs and operating requirements DOE 6430.1 12-12-83 at minimum cost. It is important that good professional architec- tural and engineering principles and practices are applied, includ performance of adequate engineering and economic studies. For typ cal building projects, these studies should address those features which generally contribute most to the total project cost, such as . .

ing i- (a) Siting, including site development. (b) Architectural features, including building orientation, configuration, story heights, and envelope. (cl Structural systems. (d) Heating, ventilating, and air-conditioning systems. (e) Electrical systems. (f) Piping and sprinkler systems. (2) In the evaluation and selection among energy-related building systems and features, and where feasible in the evaluation and selection among other design alternatives, life-cycle costing principles need to be applied. The purpose is to arrive at the most economical level of cost that takes into account not only the initial cost but also the operating and maintenance costs over the estimated life of the building (or building addition). For purposes of life cycle cost analysis for energy conservation and use of renewable energy sources, as covered in Chapter XIII, the estimated useful life to be used for DOE buildings shall not exceed 25 years (because of the uncertainties and inaccuracies in projecting operating and maintenance co,sts beyond that time). Where life cycle cost analysis applications may be feas- ible in the evaluation and selection among other design alternatives, the same maximum value should be applied. (3) The architectural quality of construction should be no higher than that necessary to satisfy program or operating needs. For service and industrial-type facilities, an austere architectural treatment should be the objective. Higher qualities may be provided for facilities of more sophisticated use or occupancy. See Chapter IV (Architectural and Structural) for additional criteria. (4) Design shall take into consideration the economies that can be achieved by the use of local materials, construction methods, and construction skills. h. Energy Conservation and Use of Renewable Energy Sources. Chapter XIII contains the basic general design criteria for energy conservation and use of renewable energy sources to be applied in the planning and design or acquisition of the Department's energy-using facilities. Additional i i I-13 energy-conservation design criteria are contained in Chapter IV, Chapter V, Chapter VI and Chapter VIII of this Order. i. Facility Siting. (1) ’ ( Procedures and requirements to be followed for new site selections are contained in DOE 4300.1A, REAL ESTATE MANAGEMENT, of 7-7-83. In locating new buildings and other structures on an existing or new site, the site development plan (see DOE 432fl.lA, SITE DEVELUPMENT AND FACILITY UTILIZATION PLANNING, of 3-17-83) shall be followed, consistent with the need to assure effective site utilization, orderly and efficient future site development. In selecting the location, either during site development planning or later, careful attention shall be given to: (a) Programmatic and operating efficiency; (b) Special siting requirements for facilities containing, using, or processing hazardous materials; (c) Hazardous operations and consequences of potential accidents in adjacent facilities; (d) Site seismicity; (e) Security and safeguards requirements; (f) Efficient use of existing or planned utility and support facilities, roads, and parking areas; * (g) Interrelationships between facilities and aesthetic compatabil i ty; and (2) (h) Energy conservation needs.

The National Environmental Policy Act (42 U.S.C. 4321 et seq), of l-l-70, the Department of Energy Guidelines for Compliance witii the National Environmental Policy Act (45 FR 20694, as amended), of 3-28-80, and DOE 5440.1B, IMPLEMENTATION OF THE NATIONAL ENVIRONMENTAL POLICY ACT, of 5-14-82, require the preparation of an environmental assessment prior to the initiation of a Government action which may have a major impact on the environment. This requirement should be considered during facility siting. (3) The minimum fire separation distance between buildings should be determined as prescribed in the NFPA 80A, "Recommended Practice for Protection of Buildings from Exterior Exposure Fires,“ except where more stringent requirements are imposed by applicable local codes or regulations, or when project-specific requirements dictate otherwise. See Chapter X for additional criteria. I T,1A DOE 6430.1 12-12-83 (4) To the maximum extent practicable, facility siting shall preclude the use of floodplains and areas subject to flash flooding; and shall minimize destruction, loss, or degradation of wetlands. Requirements and procedures to be satisfied with regard to use of floodplains and protection of wetlands are contained in: (a) Executive Order 11988, "Floodplains Management," of 5-24-77; (b) Executive Order 11990, "Protection of Wetlands," of 5-24-77; and (c) Implementing DOE regulations in 10 CFR Part 1022, "Compliance With Floodplains/Wetlands Review Requirements." (5) Radiological si ting requirements are being developed and will be placed in this section. In the interim, the Director of Nuclear Safety (EP-34) will provide siting guidance. j. Site Development. (1) Topography should strong should be planned to fit and to preserve the site manner. ly influence project design, and facilities the topography with a minimum of grading, character in an efficient and economical (2) (3) Landscaping shall provide the creation and maintenance of an attractive setting commensurate with the location and type of facilities to be constructed. Plantings shall be simple, functional, and economical to maintain, and plant species proven to be locally hardy and tolerant of specific site conditions shall be selected. The species of trees, and their location in planting, shall be such as to preclude roots from damaging underground utility lines and adjacent surface facilities, wherever possible. Landscaping should be consciously used as an element in energy conservation design solutions for buildings. Proper landscaping benefits include reduction of solar radiation during cooling season, heat loss from wind and heat loss during heating season. Site grading design shall provide for adequate surface drainage, preservation of the natural character of the terrain by minimum disturbance of existing ground forms and vegetation, and minimum earth movement with a reasonable balance between cut and fill. Site grading design shall also take into account the need for safety and ease of personnel and vehicular access to the facility. This is of particular importance with regard to accessibility to facilities by physically handicapped persons. (4) Sidewalks and walk gradients, shall be designed to provide for safe and convenient facility access and egress and inter-facility circula- tion. Widths of walks shall be based on anticipated traffic. Where steps are required, single risers should not be used, because they are not easily recognizable by pedestrians and can constitute a

OOE 6430.1 12-12-83 I-15 (5) significant safety hazard. However, all steps in walks, as well as steps in entrances or exits for buildings shall be avoided wherever possible. This-is important for the safety and convenience of physically handicapped persons. The design of roads and associated drainage systems shall take into account soil, geologic, topographic, and climatic conditions. Studies shall be made to estimate the volume and character of traffic, both during the construction and operating phases. In planning and design, the timing of road construction (i.e., season- ality) needs to be given careful consideration. Controlled speed of vehicles within congested areas can permit the profile of roads to conform generally to the ground surface, thus allowing maximum utilization of adjacent areas and achieving economy in road construc- tion costs. For long stretches of inter-area or interplant roads, speeds of 55 miles per hour shall generally be assumed for design purposes except where local conditions dictate lower speeds. Where future expansion is anticipated, sufficient right-of-way shall be reserved. Underground utilities shall be designed and construc- tion planned to minimize interference with road construction. (a) Wherever feasible, construction roads shall be established in locations and with profiles proposed for the final road system, and with shoulders and bases that can be surfaced after the construction period for use as the permanent roads. (bl For environmental protection, the construction of road ditches and other work necessary to obtain adequate drainage and stabilization of soil for roads and construction areas shall be initiated and completed as early as possible in the project construction phase. In addition, roadways, ditches, and drainage structures need to be carefully maintained during construction. Construction road surfaces should be treated during dry periods to minimize air pollution. See Chapter XI (Air Pollution Control) and Chapter XII (Water Pollution Control) for addi- tional criteria to be applied in planning for the control of pollution during construction activities. (cl Safety is a primary requirement in road design. Designs shal as applicable, conform with: 1 American Association of State Highway and Transportation Officials (AASHTO) publications; a "A Policy on Geometric Design Standards for Highways Other than Freeways;" b "Highway Design and Operational Practices Related to - Highway Safety;" "Standard Specifications for Highway Materials and ' Methods of Sampling and Testing;" I I-16 DOE 6430.1 12-12-83 (6) d "Standard Specifications for Highway Bridges;" e "A Policy on Arterial Highways in Urban Areas;" f "A Policy on Geometric Design of Rural Highways;" and 2 other AASHTO publications. 2 U.S. Department of Transportation "Hanfbook of Highway Safety Design and Operating Practices; 3 ANSI Standard D6.1, "Manual on Uniform Traffic Control - Devices for Streets and Highways;" 4 ANSI/IES RP8, "Practice for Roadway Lighting;" and 2 Recommendations in the Illuminating Engineering Society (IES) Lighting Handbook.

For storm drainage, open drainage ditches protected against erosion should be used to the maximum extent practicable, and should be designed for not less than a 25-year frequency storm. One-hundred year frequency storms should be evaluated for consequences of damage to the drainage areas. Materials locally available should be util- ized for culverts and pipe systems, where economical. Where required for safety or sanitary reasons, or where determined to be economical from a drainage system maintenance standpoint, short closed-piping systems may be extended from the open drainage systems to allow complete removal of the 25-year overland storm flow from the street system. Auxiliary structures or appurtenances such as headwalls, catch basins, manholes, and so forth, should be that minimum necessary to satisfy requirements. Corps of Engineers or other appropriate design manuals should be utilized for technical guidance in the areas of hydrology and open-channel design. (7) Vehicle parking requirements shall be carefully determined, with proper consideration given in their planning and design to the following factors: (a) Occupancy of the facility to be served. (b) Provisions for physically handicapped persons. (c) Employee commuting methods (obtained from survey data or estimates, including single drivers, carpools, vanpools, public transportation, percentages of standard and compact-sized vechicles, and so forth). (d) Service vehicle and vistor parking needs. (e) Single facility parking areas vs. joint-use parking for adjacent facilities. I-17 (f) Aesthetics (siting, landscaping). (g) Location of fire protection devices (hydrants, pumper connections) and accessibility for responding emergency apparatus. (h) In planning parking lots, care shall be taken to avoid the extremes of numerous small parking lots or massive-sized parking lots. See 41 CFR Chapter 101, Subpart 101-20.117-2, for policies to be followed in assignment of parking spaces. (8) Site and building signage shall be in accordance with U.S. Department of Energy "Graphic Design Standard 8," as contained in the "U.S. Department of Energy Design Guide," of lo-77 (or later revision). k. Interior Building Services. (1) Building service equipment shall be located as centrally as possible to shorten distribution :ines and achieve economies of construction and operation. Pipe runs and other service lines should be planned to utilize common shafts, trenches, or raceways; be readily accessible for maintenance; and relate to the building structure in an orderly manner requiring a minimum of concealment. Electrical equipment shall be located in rooms or spaces dedicated exclusively to such equipment, in accordance with the National Electrical Code (ANSI/NFPA-70), Article 384. (2) Critical or emergency services shall be physically separated or adequately protected from normal services, both in point(s) of origin and service runs to minimize the possibility of dual failures from single-contingency failure of the normal services. (3) Valves, fixtures, and equipment shall be readily accessible for operation, inspection, and maintenance.

(4) An easily recognizable color and legend code shall be utilized for service distribution lines. The facility services' coding system shall be consistent throughout the plant or site complex, to the maximum extent feasible. ANSI Standard A13.1, "Scheme for the Identification of Piping Systems," is recommended for use for such systems. Differences between facilities (such as between the older facilities and new facilities), in color-coding could constitute a significant safety hazard to plantwide operating and maintenance personnel. Such differences should be identified by posting the color and legend code in operating and maintenance areas and including it in operating and maintenance manuals for facilities where differences from the adopted standard coding system exist. Another solution is to permanently attach to the distribution lines tags or signs with the proper identification stenciled or printed on them. I I-18 DOE 6430.1 12-12-83 (5) Service equipment and distribution system characteristics (e.g., operating temperature, pressure, vacuum, voltage) and related safety warnings shall be clearly posted. 1. Outside Utility Services. (1) Steam, hot water, or chilled water plants; water pumping stations and storage reservoirs; fuel yards and tanks; electrical substations; and other service facilities should be located as near as practicable to load centers, considering appearance and hazard factors, to minimize size and length of service lines and energy losses. Central utility plants shall be provided and used in lieu of individual building service equipment wherever economically advantageous, with proper consideration given to energy savings on a life cycle costing basis. (2) Placement of mechanical (e.g., steam), electrical, and telecommunica- tions service distribution lines aboveground shall be determined from evaluation of such factors as economies, reliability needs, safety, aesthetics, and need for conformance with local practices. In devel- oped areas, except for industrial or storage facility areas, services should generally be placed underground. In the case of aboveground placement, design and construction techniques and materials should be appropriately utilized to provide a pleasing appearance. Architec- tural and structural features such as provided by the use of tapered metal power poles, attractive wood poles or structures, low-level electric or piping support structures, enclosures, landscaping, and screening should be considered. Measures may need to be taken to reduce adverse environmental impact for such facilities as overhead electrical lines. One recommended source of information and guidance is the "Environmental Criteria for Electric Transmission Systems," of 2-10-70, developed by the U.S. Departments of Interior and Agriculture. (3) Underground services should be located, and their runs identified with aboveground markers at strategic locations when approporiate, so that minimum effort and cost will be incurred should maintenance, repair, or replacement be necessary. Accurate, and current, "as-built" drawings need to be maintained, identifying each underground service, location of manholes, splice boxes, placement depths, plan-view dimensioning of service runs and locations, and so forth. Common trenches should be used for multiple utility services where practi- cable, with adequate horizontal and vertical separation for operating reliability and safety. However, steam and condensate return lines and hot water lines shall be separated from chilled water lines, and all these lines shall be separated from other thermally-sensitive or ' moisture-sensitive services (e.g., electrical and communications services). To the extent practicable, underground utility lines should not be located under roads, parking, or other paved areas where excavation would be needed for repair or replacement. A recom- mended reference source on underground heat distribution systems is Federal Construction Council (FCC) Report No. 66, "Criteria for Underground Heat Distribution Systems." Cathodic protection of

I-19 underground piping, when required, should be installed simultaneously with the piping systems. (4) Utilities and related service requirements for new buildings, or building additions, need to be identified in the project planning phase, and evaluated against existing service capabilities on the site and offsite. Where the site or facility services are provided or are to be provided under contractual service agreements with corwner- cial utilities and service companies, it is important to advise these companies of projected requirements as early as practicable. This is particularly important when these requirements will necessitate expansion of their service capabilities? involve contract negotiations or will require that costs associated with the expansion to be borne by the Department. When expansion costs are to be borne by the Department, they shall be included in the project cost estimate. (5) The design of outside utility services for the handling, storage, or distribution of hazardous gases shall be in accordance with appli- cable National Fire Protection Association (NFPA) "National Fire Codes," at a minimum. Advice and guidance from the DOE fire protec- tion authority having jurisdiction shall be utilized. Applicable NFPA codes and standards include: (a) NFPA 50, "Standard for Bulk Oxygen Systems at Consumer Sites." (b) NFPA 50A, "Standard for Gaseous Hydrogen Systems at Consumer Sites." (cl NFPA 50B, "Standard for Liquified Hydrogen Systems at Consumer Sites." (d) NFPA 54 (ANSI 2223.11, "National Fuel Gas Code." (e) NFPA 58, "Standard for the Storage and Handling of Liquified Petroleum Gases." (f) NFPA 59A, "Standard for the Production, Storage and Handling of Liquified Natural Gas (LNG)." m. Operating and Maintenance Provisions. (1) General Considerations. (a) 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: L equipment accessibility; 2 dismantling; 3 replacement; I-20 DOE 6430.1 12-12-83 Q repair; 5 frequency of preventive maintenance; 6 inspection requirements; 1_ personnel safety; and 8 day-to-day operation. (b) Equipment rooms shall be sized and equipment arranged to provide adequate clear space for maintenance, inspection, and repair or replacement. (c) In the selection of equipment and materials of construction that will require maintenance, consideration shall be given to: 1 the availability and cost of replacement materials and parts; 2 needs for special tools; 3 complex equipment that may exceed the capabilities of the maintenance forces; 4 need for equipment manufacturer's technical services. (2) Systems and Controls. Care shall be exercised in the selection of equipment, and particularly their controls and control systems to assure that unnecessary complexities in operating controls, adjust- ment features and adjustment requirements, and in the overall control systems' design, are avoided. Over-designed systems from a system- complexity standpoint can often lead to significant problems in the day-to-day operation of.completed facilities, and in the maintenance and adjustment requirements for such systems. (a) For those facilities having hazardous operations, special attention should be given to failure modes of active components in the design of systems and controls. Typical examples of failure modes and effects to be evaluated are:

1 Whether a valve fails to open or close may mean the difference between no consequence or a significant accident. 2 The loss of a feedback transducer in a control circuit could result in the controller producing an unsafe condition. 5, Failure in a power distribution circuit could result in a loss of power to a critical component or system, even though normal power to the remainder of the facility is unaffected. DOE 6430.1 12-12-83 I-21 (3) (b) 4 Failure of a noncritical power or control circuit could - result in subsequent failure or misoperation of a critical power or control circuit due to "cascading" effect; particularly in the case of complex control system circuitry, power supply interlock systems, "parallel path" control circuits, or "sneak circuits." Single failures, and common-mode failures, and their effects should be a primary consideration in the design effort for systems having major safety significance. For complex systems, a formal "failure modes and effects analysis" may be needed. For guidance, see ANSI/IEEE 352, "Guide for General Principles of Reliability Analysis of Nuclear Power Generating Station Protective Systems;" particularly the sections that address "Qualitative Analysis." Use of Operating/Maintenance Knowledge and Experience. During the facility planning and design review activities, maximum use shall be made of the knowledge and experience of those persons who will be responsible for the operation and maintenance of completed facilities. There is no substitute for practical experience and knowledge gained from the operation and maintenance of existing facilities, and it can be of significant value during the planning and design phases. This is particularly true with regard to avoiding downstream problems and not repeating the mistakes made in the planning, design, and con- struction of other facilities. (4) Operating and Maintenance Instructions. The requirements and detail of operating and maintenance (DAM) information and data for each facility shall be carefully determined during the planning and design phases, including determination of who shall be responsible for assembling or developing all required information and data. For the larger or more complex projects, the cost for this work can be signi- ficant. Estimates for the work need to be included in the total cost estimate for the project. (a) Many DOE facilities involve a sufficient degree of operating and maintenance complexities to require the formal, structured preparation of complete operating and maintenance manuals. These manuals shall include information, data, and instruction for such facility features as: 1 Mechanical and electrical system equipment and controls; 2 Utility systems equipment and controls; 2 Manufacturing, fabrication, research and development, and other process-type systems; 4 Master equipment lists, - catalog data, and warranty data; ~ I-22 DOE 6430.1 12-12-83 (b) 5 Equipment manufacturers recommended operating and maintenance - procedures; 5 Recommended spare parts lists; L Performance and acceptance test procedures and data; 2 Day-to-day operating instruction for all equipment and controls; and 2 Special energy conservation instructions.

Of particular importance for operation and maintenance is the availability of accurate "as built" drawings. Procedures shall be established for periodic revision of the "as-built" drawings. "As built" drawings should clearly identify structural material strengths, live loads, and lateral forces used in the design of the facility. In addition, special attention needs to be given to preparation of instructions for the day-to-day operation of electrical and mechanical systems and controls (manual and auto- matic); and to reduce energy consumption in buildings and achieve the energy-use design goals. (c) During development of O&M manuals, consultation with those responsible for facility operation and maintenance is required to assure the resulting manuals are complete and adequate. w The number of required copies of O&M instructions will vary depending upon the operating and maintenance complexities for each facility project and the operating and maintenance organi- zations' requirements. Recause these instructions (manuals) will need to be revised from time-to-time to properly reflect system and equipment changes, it is important to keep their number to the minimum necessary for effective operating and maintenance purposes. As a general rule, no less than 6 copies should be prepared. At least one copy will need to be made a part of the project files or otherwise assigned to a non-use location (stored) for permanent retention for the life of the facility. n. Decontamination and Decommissioning. (1) Design of facilities where radioactive or other hazardous contaminating materials will be utilized in, or result from facility operation, shall incorporate measures to limit dispersion and simplify decontamination and ultimate facility decommissioning and disposal or reuse. It is important that careful consideration be given to both the decontamination requirements that may be needed from time-to-time during the operating life of the facility and to the ultimate decontamination requirements prior to decommissioning DOE 6430.1 12-12-83 I-23 (2) and disposal, or conversion to other use. To the extent feasible these requirements should be identified during the facility planning phase, based upon selection of a tentative decommissioning method or the planned conversion of the facility to other use. Features and measures to simplify future decontamination that will generally be required include: (a) Providing walls, ceilings, and floors with suitable washable or strippable paints; or covering with suitable liners. (b) Caulking (or otherwise finishing off) all cracks, crevices and joints to prevent contamination spread to inaccessible areas. (c) Use of modular, moveable enclosures for actual work with contaminating materials. (d) Use of modular radiation shielding, in lieu of or in addition to monolithic shielding walls. (e) Use of separate contamination barriers within radiation shielding areas to prevent or reduce shielding contamination. (f) Placing air exhaust filters at or near individual radioactive material (or other contaminant) enclosures to minimize contamination of long sections of exhaust ductwork, and downstream exhaust equipment. (g) Providing architectural/structural features and other for ease of dismantlement and removal of contaminated from the facility (e.g., for removal of glove box enc dismantlement and removal of air filtration equipment ductwork, and other contaminated equipment). features equipment losures, and

(h) Use of localized liquid transfer systems that avoid 1 ong runs of buried contaminated piping, use of localized batch solidifica- tion of liquid wastes, and special design/construction methods to assure integrity of joints in liquid transfer piping (particularly buried piping). 0. Building Accessibility and Usability by the Physically Handicapped. (1) Title 41 CFR, Federal Property Management Regulations (FPMR) Subchapter D, Subpart 101-19.6, "Accommodations for the Physically Handicapped," implementing Public Law 90-480 of 8-12-68, as amended (42 U.S.C. 4151, et seq): (a) Prescribes standards for design, construction, or alteration of buildings and related facilities, and for leased buildings. These standards shall be applied within the Department of Energy, and by contractors and subcontractors providing facility I I-24 DOE 6430.1 12-12-83 planning and design services or building acquisition services for the Department, for all applicable buildings or building alterations as defined in the FPMR Subpart 101-19.6. 1 FPMR Subpart 101-19.603, as amended by FPMR Temporary Regulation D-66 of 10-14-80, Temporary Regulation D-66, Supplement 1, of 8-3-81, and most recently Temporary Regulation D-66, Supplement 2, of 8-25-82, identifies the "GSA Accessibility Standard" as the prescribed standard to be followed; pending the development and issuance of a new "Federal Accessibility Standard" by GSA and three other Federal Agencies (The Department of Housing and Urban Development, The Department of Defense, and the United States Postal Service). 2 See paragraph 13, "Facility Design for the Physically Handicapped," in Chapter IV of this Order for criteria on implementation of Public Law 90-480 and FPMR Subpart 101-19.6 requirements, and application of the prescribed standards. (b) Prescribes requirements for recordkeeping. Documentation by Departmental Elements responsible for design, construction, alteration, or lease of buildings and related facilities shall be in accordance with FPMR Subpart 101-19.606 requirements. Prescribes requirements for semiannual reporting to GSA during design and construction, and for leased buildings, on all fbed aci ities su ject to t e standards. f The Headquarters' Construction and Facilities Management Division, Office of Project Facilities Management, is responsible for developing the composite DOE semiannual reports from feeder reports provided by the responsible Departmental field elements, and for submittal of these reports to the General Services Administration (GSA) by March 15 and September 15 of each year. 1. All feeder reports from Departmental Elements to the Construction and Facilities Management Division shall be due no later than the fifth working day following the end of February and August of each year. 3 Feeder reports shall be prepared on GSA Form 2974, "Status Report for Federally Funded Buildings-Accommodation of Physically Handicapped," for design-construction projects that are subject to the requirements of the FPMR and the prescribed standards, therein, and that were under design (Title I or Title II design) or construction during the 6-month reporting period. GSA Form 2974A, "Accessibility to . . DOE 6430.1 12-12-83 I-25 the Physically Handicapped in Leased Buildings," shall be used for all buildings leased, or building lease renewals, by the Department during the 6-month reporting period. Buildings or space obtained through GSA shall be excluded from these reporting requirements.

(2) Advice and guidance on implementation of the above reporting require- ments, copies of the GSA reporting Forms 2974 and 2974A, and copies of the GSA-prescribed standards, may be obtained by request to the Construction and Facilities Management Division. (3) In determining the applicability of the prescribed standards in FPMR Subpart 101-19.6 (as amended) to the design of DOE facilities or to leased buildings, careful consideration needs to be given as to whether the buildings intended use will require either that the facility be accessible to the public or may result in the employment therein of physically handicapped persons (paraphrased from Public Law 90-480 and FPMR 101-19.6). Particular attention shall be given as to whether the intended use "may result in the employment therein of physically handicapped persons." No exemptions shall be taken from the application of the prescribed standards for any facility solely on the basis that the facility is not, or will not be, access- ible to the public. (a) Since the enactment of P.L. 90-480 and promulgation of FPMR Subpart 101-19.6, at least two other public laws have been enacted in regard to employment of handicapped persons. The Rehabilitation Act of 1973 and the Vietnam Era Veterans' Readjustment Act of 1974 have mandated an extensive program of affirmative action and a policy of nondiscrimination in the employment of the handicapped and disabled veterans. As a part of the Department's overall effort in supporting the employment of handicapped individuals and disabled veterans, the DOE affirmative action program includes a commitment to affirmative action in the removal of architectural barriers, wherever practicable. (b) "Affirmative Action Obligations of Contractors and Subcontractors for Disabled Veterans and Veterans of the Vietnam Era" are contained in 41 CFR Part 60-250. In addition, "Affirmative Action Obligations of Contractors and Subcontractors for Handicapped Workers" are contained in 41 CFR Part 60-741. For the Department's contractors or subcontractors that occupy Government-owned or leased facilities, it is important to recog- nize that their satisfaction of affirmative action requirements with relation to employment of these grou s can be dependent upon the degree of accessibility and usea ti ility of the facilities that they occupy. (4) See Chapter IV for additional criteria on facility design for physically handicapped persons. I I-26 DOE 6430.1 12-12-83 - P. Use of the Metric System. Pending issuance of additional general design criteria on use of the metric system to implement applicable requi rements in DOE 5900.2, USE OF THE METRIC SYSTEM OF MEASUREMENT, of 12-19-80, Departmental organizations are encouraged to consider, on a voluntary basis, increased use of the metric system where it may be deemed feasible and advantageous. (1) Background. (a) The Metric Conversion Act of 1975 (89 Stat. 1007), Public Law 94-168 (15 U.S.C. 205a) declares that the policy of the United States shall be to coordinate and plan the increasing use of the metric system in the United States. That Public Law also established the U.S. Metric Board conversion to the metric system. (b) The "Metric Conversion System for the Interagency Committee on Metri the policy for the increasing use the Federal Government. (2) Sources of Information. to coordinate the voluntary Federal Agencies," approved by c Policy on 6-11-79, states of the metric system within

(a) "The Metric System of Measurement," published in the Federal Register Notice of 10-27-77, interprets and modifies the International System of Units (SI), for the United States. A chart is included that shows the relationships of all the SI to which names have been assigned. (b) National Bureau of Standards (NBS) special Publication 330, 1977 (or later) edition, "The International System of Units (SI).” (c) NBS, "Preferred Metric Units for General Use by Federal Government," Letter Circular LC 1098 of 11-78. These preferred metric units were developed by the Metric Practice and Preferred Units Division of the Operating Committee, of the Interagency Committee of Metric Policy. (d) ANSI/ASTM E380-76/IEEE 268-1976, "Standard for Metric Practice" which gives guidance for application of the modernized metric system in the United States. (e) "Federal Agency Guidelines for Implementation of Metric Conversion Policy," by the Interagency Committee on Metric Policy, approved 10-25-79. These guidelines clarify the basic Federal policy and assist in the development and coordination of cost-effective metrication activities and programs. (f) "Metric Editorial Guide," Third Edit Metric Council, which provides a set accepted metric practices. ion, 1978, American Nationa of recommendations of 1 I DOE 6430.1 I-27 (and I-28) 12-12-83 (g) DOE 6~0.2, USE OF THE METRIC SYSTEM OF MEASUREMENT, of 12-19-80. (h) For further information, contact the Office of Duabi~ty and Standards, at DOE Headquarters. q- Protective Construction and Emergency Preparedness Facilities. (1) General criteria for structural design to increase the resi Assurance stance of buildings and other structures to safely withstand the effects of nuclear weapons, as were being applied in DOE predecessor organiza- tions, are under review for possible updating, revision, and reissuance as DOE general design criteria. (2) General design criteria for fallout shelters and for emergency operating centers are under review for possible updating, revision, and reissuance as DOE general design criteria. However, basic design criteria for fallout shelters (personnel shelters) are identified in paragraph 15 of Chapter IV of this Order for continued application. (3) In updating and revising these design criteria, advice and assistance will be needed from Departmental Elements having responsibilities in the areas of DOE emergency management/emergency preparedness programs and functions to best satisfy the Department's policies and objectives and facility needs as identified in DDE 5500.2, EMERGENCY PLANNING, PREPAREDNESS, AND RESPONSE FOR OPERATIONS, of 8-13-81, and DOE 5500.3, REACTOR AND NONREACTOR NUCLEAR FACILITY EMERGENCY PLANNING, PREPARED- NESS, AND RESPONSE PROGRAM FOR DOE OPERATIONS, of 8-13-81; and the applicable emergency management requirements established and promul- gated by the Federal Emergency Management Agency. r. Construction Specifications. In developing specifications for construction work, the Federal Construction Guide Specifications (FCGS) of the Federal Construction Council may be used for guidance, For information on the FCGS program, contact the Office of Project and Facilities Management at DOE Headquarters. DOE 6430.1 Attachment I-l 52-12-83 Page I-29 1. 2. 3. 4. 5. 6. 7. 8. LISTING OF OTHER DOE ORDERS TO BE FOLLOWED IN THE PLANNING AND DESIGN OR ACQUISITION OF DOE FACILITIES (use the latesi editions and changes)

DOE 1360.1, ACQUISITION AND MANAGEMENT OF AUTOMATIC DATA PROCESSING EQUIPMENT AND RESOURCES, of 8-9-78, which establishes policies and procedures for the acquisition and management of automatic data processing equipment and resources. DOE 1360.2, COMPUTER SECURITY PROGRAM FOR UNCLASSIFIED COMPUTER SYSTEMS, of 3-9-79, which establishes policies and procedures for developing, imple- menting and administering a program for safeguarding unclassified computer systems . DOE 3790.1, OCCUPATIONAL SAFETY AND HEALTH PROGRAM FOR FEDERAL EMPLOYEES, of 12-11-80, which establishes the policy for the implementation and administra- tion of the occupational, safety, and health program for Federal employees. DOE 3900.1, PARKING, of 11-19-79, which prescribes policies and procedures governing the acquisition, allocation, and use of Federal parking facilities by Federal employees, contractor employees, and other facility tenants. DOE 4300,1A, REAL ESTATE (REAL PROPERTY) MANAGEMENT, of 7-7-83, which establishes policies and procedures for the acquisition, use, and disposal of real estate or interests therein; including requirements and procedures for site investigations and site selections. DOE 432D.lA, SITE DEVELOPMENT AND FACILITY UTILIZATION PLANNING, of 3-17-83, which establishes policies and procedures for site development and facility utilization planning. DOE 4330.2/\, IN-HOUSE ENERGY MANAGEMENT PROGRAM, of 2-16-82, which prescribes policies and procedures for establishment and implementation of the Department's in-house energy management program; including retrofit of build- ings and other facilities and fuel conversions. DOE 4330.3, FUELS AND ENERGY USE POLICY, of 10-22-80, which provides policy and general guidance for the selection and use of fuels and forms of energy in Department of Energy owned facilities. Attachment I-l DOE 6430.1 Page X-30 12-12-83 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. DOE 5300.1A, TELECOMMUNICATIONS, of 11-16-81, which estabishes policy and general guidance for Departmental telecommunications services. DOE 5300.2A, TELECOMMUNICATIQNS: EMISSION SECURITY (TEMPEST), of 8-30-83, which establishes the Departmental program for emission security and implements provisions of the national policy which are applicable to emission security. DOE 5300.3A, TELECOMMUNICATIONS: COMMUNICATIONS SECURITY, of 12-7-83, which establishes policy and provides guidance concerning the communications security aspects of the Department's telecommunications services, and imple- ments the national telecommunications protection policy. DOE 5300.4, TELECOMMUNICATIONS: PROTECTED DISTRIBUTION SYSTEMS, of 10-28-81, which establishes policy for protected distribution systems used to process classified or sensitive unclassified information related to national security. DOE 5310.1A, TELECOMMUNICATIONS: DATA COMMUNICATIONS FACILITIES, SERVICES, AND EQUIPMENT, of 9-3-82, which provides procedures and guidelines for plan- ning, engineering, proposing, and reporting of Department of Energy and contractors' data, facsimile, and narrative message communications facilities, services, and equipment. DOE 5320.1A, TELECOMMUNICATIONS: SPECTRUM DEPENDENT SERVICES, of 9-21-81, which prescribes policies, responsibilities, and guidance for management of radiocommunications and electromagnetic resources throughout the Department and its contractor facilities.

DOE 5330.1, TELECOMMUNICATIONS: TELEPHONE SERVICES, OF 7-31-80, which provides guidance for managing and operating telephone services for the Department of Energy and its contractors; including planning, engineering, and acquiring telephone services and systems. DOE 5420.1, ENVIRONMENTAL DEVELOPMENT PLANS, of B-10-78, which establishes policy and general procedures for the Department of Energy Environmental Development Plan system, applicable to organizational elements which manage energy programs. DOE 5440.18, IMPLEMENTATION OF THE NATIONAL ENVIRONMENTAL POLICY ACT, of 5-14-82, which establishes procedures for implementing the National Environmental Policy Act of 1969. DOE 5480,1A, ENVIRONMENTAL PROTECTION SAFETY, AND HEALTH PROTECTION PROGRAM FOR DOE OPERATIONS, of 8-13-81, which establishes the environmental tion, safety, and health protection program for Department of Energy protec- operations with specific chapters as follow: DOE 6430.1 Attachment I-l 12-12-83 Page I-31 Chapter Title and Coverage I "Environmental Protection, Safety and Health Protection Standards," of 8-13-81, which sets forth the envlronmental protection, safety, and health protection standards applicable to all operations of the Department of Energy. III "Safety Requirements for the Packaging of Fissile and Other Radioactive Materials," ot 5-1-81, which establishes requirements for the packaging of fissile and other radioactive materials. IV “Nuclear Criticality Safety," of 5-1-81, which establishes safety procedures and requirements for the Department of Energy owned nuclear facilities with respect to nuclear criticality safety. V "Safety of Nuclear Facilities," of 8-13-81, which establishes safety procedures and requirements for nuclear facilities with respect to the siting, design, construction, modification, operation, main- tenance, and decommissioning of such facilities. VII "Fire Protection," of 12-18-80, which establishes requirements for an improved risk level of fire protection for Department of Energy facilities; or a higher standard of protection as may be justified for the purpose of national security, program continuity, or protec- tion of the public. VIII "Contractor Occupational Medical Program," of 5-22-81, which establishes minimum occupational medical program requirements for Department of Energy contractors, including minimum facilities and equipment requirements. X "Industrial Hygiene Program," of 5-22-81, which establishes requirements and guidance for maintaining an effective industrial hygiene program, including facilities and instrumentation needed to implement these requirements. XI "Requirements for Radiation Protection," of 8-13-81, which establishes radiation protection standards and requirements for Department of Energy and contractor operations, based on the recom- mendations of the Environmental Protection Agency and the National Council on Radiation Protection and Measurement; and includes facility design and construction considerations. XII “Prevention, Control and Abatement of Environmental Pollution," of 12-18-80, which establishes requirements for Department of Energy Operations to assure control of sources of environmental pollution, and compliance with Federal environmental protection laws and with Executive Order 12088, "Federal Compliance with Pollution Control Standards." I Attachment I-l DOE 6430.1 Page I-32 12-12-83

19. DOE 5481.1A, SAFETY ANALYSIS AND REVIEW SYSTEM, of 8-13-81, which establishes requirements for the preparation and review of safety analyses of Department of Energy operations, including the identification of hazards, their elimina- tion or control, assessment of the risk, and documented management authoriza- tion of the operation, 20. DOE 5483.1A, OCCUPATIONAL SAFETY AND HEALTH PROGRAM FOR GOVERNMENT-OWNED CONTRACTOR-OPERATED FACILITIES, of 6-22-83, which provides guidance and establishes procedures to assure that contractor employees in Government-owned facilities are provided with safe and healthful working conditions in accor- dance with standards which are at least as effective as those promulgated under the Occupational Safety and Health Act of 1970. 21. DOE 5500.2, EMERGENCY PLANNING, PREPAREDNESS, AND RESPONSE FOR OPERATIONS, of 8-13-81, which provides for the coordination and direction of Department of Energy planning, preparedness, and response to operational emergencies; including requirements for emergency facilities and equipment. 22. DOE 5500.3, REACTOR AND NONREACTOR NUCLEAR FACILITY EMERGENCY PLANNING, PREPAREDNESS, AND RESPONSE PROGRAM FOR DEPARTMENT OF ENERGY OPERATIONS, of 8-13-81, which establishes requirements for the development of Department of Energy site specific emergency plans and procedures for radiological emergen- cies occurring in existing or planned DDE reactors and nonreactor facilities; including requirements for emergency facilities and equipment. 23. DDE 5610.1, PACKAGING AND TRANSPORTING OF NUCLEAR EXPLOSIVES, NUCLEAR COMPONENTS, AND SPECIAL ASSEMBLIES, of 9-11-79, which establishes policy and assigns responsibilities and authorities for the packaging and transporting of nuclear explosives, nuclear components, and special assemblies; including requirements for development and issuance of criteria and procedures for the safe packaging and transporting of nuclear components and special assemblies. 24. DOE 5630.1, CONTROL AND ACCOUNTABILITY OF NUCLEAR MATERIALS, of 8-3-79, which provides material control and accountability subsystems for special nuclear materials which complement the physical protection subsystems outlined in other Department of Energy Orders in the 5630 series that collectively comprise the DOE safeguards program to guard against the theft or unauthorized diversion of special nuclear materials. 25. DOE 5630.2, CONTROL AND ACCOUNTABILITY OF NUCLEAR MATERIALS, BASIC PRINCIPLES, of 8-21-80, which contains the basic principles and requirements for control and accountability of nuclear materials. 26. DOE 5632.1, PHYSICAL PROTECTION OF CLASSIFIED MATTER, of 7-18-79, which physical protection of classified prescribes policies and objectives for the matter. 27. DOE 5632.2, PHYSICAL PROTECTION OF SPECIAL which establishes minimum physical protect materials. NUCLEAR MATERIALS, of 2-16-79, ion standards for special nuclear . DOE 6430.1 Attachment I-l 12-12-83 Page I-33 and I-34 29. DOE 5636.2, SECURITY REQUIREMENTS FOR CLASSIFIED AUTOMATIC DATA PROCESSING SYSTEMS, of l-10-80, which establishes requirements, policies, and responsi- bilities for the development and implementation of a Department of Energy program to assure the security of information stored in classified automated data processing systems; including requirements for physical security protec- tion of classified systems. 30. DOE 5700.4, PROJECT MANAGEMENT SYSTEM, of 1-8-81, which provides detailed guidance and procedures for implementation of the Department's project manage- ment system.

31. DOE 5700.6A, QUALITY ASSURANCE, of 8-13-81, which provides Department of Energy policy, sets forth principles, and assigns responsibilities for estab- lishing, implementing, and maintaining programs of plans and actions to assure quality achievement in DOE programs; including those directed toward siting, design, construction, testing, operation, maintenance, and decommissioning of facilities. 32. DOE 5900.2, USE OF THE METRIC SYSTEM OF MEASUREMENT, of 12-19-80, which establishes policies and objectives for the development and implementation of the metrication program of the Department of Energy; including requirements for use of the metric system where feasible in the design of new components, systems, plants, and facilities. 33. DOE 6410.1, MANAGEMENT OF CONSTRUCTION PROJECTS, of 5-26-83, which establishes policy and procedures to be followed in the planning, design, and construction of the Department's facilities. DOE 6430.1 12-12-83 REFERENCE MATERIAL SOURCES Attachment I-2 Page I-35 Acoustical Materials Association 335 East 45th Street New York, New York 10017 Air-Conditioning and Refrigeration Institute (ARI) 1815 N. Fort Meyer Drive Arlington, Virginia 22209 Air-Moving and Conditioning Association (AMCA) 30 West University Drive Arlington Heights, Illinois 60004 The Aluminum Association 750 Third Avenue New York, New.York 10017 American Association of State Highway and Transportation Officials (AASHTO) 444 North Captiol Street Washington, D.C. 20001 American Boiler Manufacturers Association (ABMA) 1500 Wilson Boulevard Arlington, Virginia 22209 American Industrial Hygiene Association (AIHA) 475 Wolf Ledges Parkway Akron, Ohio 44311 American Institute of Chemical Engineers (AICE) 345 East 47th Street New York, New York 10017 American Institute of Steel Construction (AISC) 400 North Michigan Avenue Chicago, Illinois 60611 American Institute of Timber Construction (AITC) 1700 K Street, N.W. Washington, D.C. 20006 American Insurance Association (AIA) 85 John Street New York, New York 10038 American Iron and Steel Institute (AISI) 633 Third Avenue New York, New York 10017 American Concrete Institute (ACI) Publications Sales Department P.O. Box 7454, Redford Station Detroit, Michigan 48219 American National Standards Institute (ANSI) 1430 Broadway New York, New York 10018 American Concrete Pipe Association (ACPA) 8320 Old Courthouse Road Vienna, Virginia 22180 American Conference of Governmental Industrial Hygienists (ACGIH) 1014 Broadway Cincinnati, Ohio 45202 American Gas Association (AGA) 1515 Wilson Boulevard Arlington, Virginia 22209 American Petroleum Institute (API) 2101 L Street Washington, D.C. 20037 American Railway Engineering Association (AREA) 59 East Van Buren Street Chicago, Illinois 60605 American Society of Civil Engineers (ASCE) 345 E. 47th Street New York, New York 10017 Attachment I-2 Page I-36 American Society of Heating, Refrigerating, and Air-Conditioning Engineers, Inc. (ASHRAE) 345 E. 47th Steet New York, New York 10017 American Society of Mechanical Engineers (ASME) 345 E. 47th Street New York, New York 10017 American Society of Plumbing Engineers (ASPE) 16161 Ventura Boulevard, Suite 105 Encino, California 91316 American Society of Quality Control (ASQC) 230 Well Street Milwaukee, Wisconsin 53203 American Society for Testing and Materials (ASTM) 1916 Race Street Philadelphia, Pennsylvania 19103 American Waterworks Association (AWWA) 666 Quincy Street Denver, Colorado 80235

American Welding Society (AWS) 2510 N.W. 7th Street Miami, Florida 33125 American Wood Preservers Association (AWPA) 1625 I Street, N.W. Washington, D.C. 20006 Associated Air Balance Council (AABC) 2146 Sunset Boulevard Los Angeles, California 90026 Cast Iron Pipe Research Association Suite 3440, Prudential Plaza Chicago, Illinois 60601 Compressed Gas Association (CGA) 500 Fifth Avenue New York, New York 10036 Cooling Tower Institute (CT11 3003 Yale Street Houston, Texas 77018 U.S. Department of Labor OSHA Publications office Third Street and Constitution Avenue, N.W. Washington, D.C. 20210 Edison Electric Institute (EEI) 90 Park Avenue New York, New York 10016 U.S. Environmental Protection Agency (EPA) 401 M Street, N.W. Washington, D.C. 20460 Factory Mutual Engineering Division 1151 Boston-Providence Turnpike Norwood, Massachusetts 02062 Federal Construction Council (See National Academy of Sciences) Heat Exchange Institute (HEI) 122 E. 42nd Street New York, New York 10017 Hydronics Institute (HI) 35 Russo Place Berkeley Heights, New Jersey 07922 Illuminating Engineering Society (IES) 345 E. 47 Street New York, New York 10017 Incinerator Institute of America (IIA) 60 E. 42nd Street New York, New York 10017 Institute of Electrical and Electronics Engineers, Inc. (IEEE) 345 E. 47th Street New York, New York 10017 Institute of Industrial Engineers (IIE) 25 Technology Park/Atlanta Norcross, Georgia 30092 DOE 6430.1 12-12-83 Instrument Society of America (ISA 400 Stanwix Street Pittsburgh, Pennsylvania 15222 Insulated Cable Engineers Association (ICEA) 283 Valley Road Montclair, New Jersey 07042 International Conference of Building Official (Ic0BA) Uniform Building Code 5360 South Workman Mill Road Whittier, California 90601 International District Heating Association (IDHA) 5940 Baum Square Pittsburgh, Pennsylvania 15206 Mechanical Contractors Association of America (MCAA) 2 Pennsylvania Avenue New York, New York 10017 Metal Building Manufacturers Association (MBMA) 2130 Keith Building Cleveland, Ohio 44115 National Academy of Sciences (NAS) Federal Construction Council (FCC) 2101 Constitution Avenue, N.W. Washington, D.C. 20418 National Association of Plumbi Heating-Cooling Contractors 1016 20th Street, N.W. Washington, D.C. 20036 National Bureau of Standards ( U.S. Department of Commerce Washington, D.C. 20234 n9- (NAPHC) NBS) National Clay Pipe Institute (NCPI) 1130 17th Street, N.W. Washington, D.C. 20036 National Concrete Masonry Association 1 NCMA) 1800 N. Kent Street Arlington, Virginia 22209 Attachment I-2 Page I-37 National Electrical Manufacturers Association (NEMA) 155 E. 44th Street New York, New York 10017 National Environmental Balancing Bureau (NEBB) 1611 North Kent Street Arlington, Virginia 22209‘ National Environmental Systems Contractor Association (NESCA) 1501 Wilson Boulevard Arlington, Virginia 22209 National Fire Protection Association (NFPA) Batterymarch Park Quincy, Massachusetts 02269 National Forest Products Association 1619 Massachusetts Avenue, N.W. Washington, D.C. 20036 National Oceanic and Atmospheric Administration (NOAA) National Climatic Center Federal Building Asheville, North Carolina 28801 National Roofing Contractors Association (NRCA) 1001 Connecticut Avenue, N.W. Washington, D.C. 20036 National Safety Council (NSC) 444 N. Michigan Avenue Chicago, Illinois 60611 Portland Cement Association (PCA) Old Orchard Road Skokie, Illinois 60076

Sheet Metal and Air-Conditioning Contractors National Association (SMACNA) 8224 Old Courthouse Road Tysons Corner Vienna, Virginia 22180 Attachment I-2 Page I-38 Southern Building Code Congress International, Inc. (SBCC) Standard Building Code 1116 Brown-Marx Building Birmingham, Alabama 35203 Steel Boiler Institute (SBI) Division of IBR, Hydronics Institute 35 Russo Way Berkley Heights, New Jersey 07922 Steel Joist Institute (SJI) 2001 Jefferson Davis Highway Arlington, Virginia 22202 St;i;;,Manufacturers Association 307 N. Michigan Avenue Chicago, Illinois 60601 Structural Clay Products Institute (SCPI) 1750 Old Meadow Road McLean, Virginia 22101 Superintendent of Documents U.S. Government Printing Office Washington, D.C. 20402 Thermal Insulation Manufacturing Association (TIMA) 7 Kirby Plaza Mt. Kisco, New York 10549 Tubular Exchan er Manufacturers Association TEMA) 9 331 Madison Avenue New York, New York 10017 Underwriters Laboratories (UL) 33 Pfingston Road Northbrook, Illinois 60062 DOE 6430.1’ 12-12-83 Water Pollution Control Federation (WPCF) 3900 Wisconsin Avenue, N.W. Washington, D.C. 20016 CHAPTER II RESERVED (SITE AND CIVIL ENGINEERING) --- TU BE ISSUED II-1 (and 11-Z) DOE 6430.1 12-12-83 III-I (and 111-2) CHAPTER III RESERVED DOE 6430.1 12-12-83 CHAPTER IV IV-1 ARCHITECTURAL AND STRUCTURAL 1. COVERAGE. These criteria, together with applicable criteria in Chapter I, Chapter X and Chapter XIII shall be applied in architectural and StrUCtUral planning, design of buildings and other structures. Additional criteria for specific types of facilities are contained in other chapters of this Order, beginning with Chapter XVI. It is recognized that expansion in coverage of both the architectural and structural criteria will be necessary to best satisfy DOE requirements and user needs. These future expansions are planned with technical input, advice, and assistance from other DOE organizations and from the users of the criteria having particular expertise in the architectural and structural design areas. It is also planned to separate these criteria into individual chapters. Chapter III has been reserved for the expanded architectural criteria, and this Chapter IV will contain the expanded structural criteria. 2. CODES, STANDARDS, AND GUIDES. In addition to the basic building codes identitled in paragraph 3a, in Chapter I, the latest editions of the codes, standards, and guides listed below shall also be followed: a. Structural Materials. (11 Aluminum. "Aluminum Construction Manual," The Aluminum Association. (2) Concrete. (al "Building Code Requirements for Reinforced Concrete," AC1 318, American Concrete Institute. (b) "Practice for Concrete Floor and Slab Construction," ANSI/AC1 302. (cl "Code Requirements for Nuclear Safety Related Concrete Structures," ANSI/AC1 349. (d) Prestressed Concrete Institute Standards. (3) Masonry. (a) "Building Code Requirements for Concrete Masonry Structures," ANSI/AC1 531. (bl "Building Code Requirements for Masonry," ANSI/NBS 211. (cl "Building Code Requirements for Reinforced Masonry," ANSI/NBS Handbook H74. IV-2 (d) "Recommended Building Code Brick Masonry," Structural (e) "Specification for the Desi Bearing Concrete Masonry," Association. Requirements for Engineered Clay Products Institute. gn and Construction of Load National Concrete Masonry (4) Structural Steel. "Specification for Design, Fabrication, and ‘trectlon ot Structural Steel for Buildings," American Institute of Steel Construction.

(5) Steel Joists and Joist Girders. "Standard Specifications, Load . n and Joist Girders," Steel Tables and Weight Tables for Steel Joists Joist Institute. (6) Steel Decks. (a) “Steel Deck Design Manual for Compos Roof Decks," Steel Deck Institute. ite Decks, Form Decks and (b) "Steel Deck Institute Diaphram Design Manual." (7) Steel, Light Gauge. "Specifications for the Design of Light Gauge Cold-Formed Steel Structural Members," American Iron and Steel Institute. (8) Structural Lumber. "National Design Specifications for Stress Grade Lumber and Its Fastenings," National Forest Products Association. (9) When designing structural members of the above materials for seismic loadings, the provisions of the Uniform Building Code (UBC) regarding design considerations and allowable unit stresses shall usually govern. See paragraph 3a(2) in Chapter I of this Order. b. Pressure Treatment of Wood Products. "Standards for Pressure Treated Lumber," American Wood Preservers Association. C. Welding. Welding of structural steel shall be in accordance with the requirements of the "Structural Welding Code," AWS Dl.1, American Welding Society. d. Building Design Loads. "Building Code Requirements for Minimum Design Loads in Buildings and Other Structures," ANSI A58.1. e. Preengineered Metal Buildings. "Metal Building Systems Manual," Metal Building Manufacturers Association. f. Fire Protection. See Chapter X, "Fire Protection," for applicable codes, standards and guides. DOE 6430.1 12-12-83 IV-3 90 Seismic Design. "Uniform Building Code," International Conference of Building Otficials. h. Wind and Seismic Lateral Force Design. "Seismic Design for Buildings," - - 0 U.S. Department of the Army. (Lateral force design method- ologies in ihis Technical Manual can be used effectively for wind design as well as seismic design.) i. Bridge Structures. (1) Highway Bridges. "Standard Specifications for Highway Bridges," American Association of State Highway and Transportation Officials. (2) Railway Bridges. "Manual of Recommended Practices," American Railway Engineering Association. j. Elevated Steel Water Tanks, Standpipes, and Reservoirs. American Water Works Association standards and NFPA 22 , "W ater Tanks for Private Fire Protection." k. Building Roofs, Flashing, and Drainage. (11 "Roofing Manual," National Roofing Contractors Association. (2) "Architectural Sheet Metal Manual," Sheet Metal and Air Conditioning Contractors National Association. (31 Factory Mutual (FM) Loss Prevention Data Sheet 1-28, "Insulated Steel Deck." 3. DESIGN QUALITY. a. Architectural and engineering design shall be both functional and cost effective. Individual facility designs shall be carefully tailored to fit their intended functional use, but with emphasis on the selection of low maintenance and energy efficient features. Special attention shall be given to selecting appropriately sized HVAC systems that are easily maintained and are located in accessible areas of the facility; low maintenance interior and exterior surfaces; and quality roofing systems. Strong consideration shall also be given to coordinating the architectural features of new facilities with the exist order to promote an orderly and efficient i ng architecture at the site in appearance. b. It is important that there be close coord i nation in development of architectural, structural, and mechanical features to ensure compatibility with planned functional equipment and to f acilitate constructability.

4. SPACE PLANNING. Systematic and thorough space planning is an essential element of the building planning process, and shall be performed to assure that buildings will satisfy programmatic and operating requirements in an optimum manner, with maximum utilization of the total space. IV-4 DOE 6430.1 12-12-83 a. Effective space planning and arrangement begins with a clear identifi- cation of building functions, occupancy requirements, interrelationship of functions and activities, internal and external circulation, building equipment and services' space requirements, research and development and operating space requirements, and other space requirements. b. Space layouts, including alternatives, when necessary, shall be developed during the project planning (conceptual design) phase, and utilized in establishing the building size, configuration and other building features. Safe building access, egress, and internal traffic flow are important objectives in space layout. Input on space requirements shall be obtained from the building users, and space layouts shall be fully coordinated with the users. c. Space layouts shall be further refined during follow-on preliminary (Title I) design, as necessary. To the maximum extent feasible, space layouts should be finalized by the end of Title I design, to minimize design changes and design delays during detailed (Title II) design. d. Layouts shall be developed with efficiency and flexibility as principal considerations. Standard work space modules, which permit repetition in subdivision of space, should be developed to satisfy program or operating requirements. Unpartitioned, open spaces should be used to the greatest extent practicable. e. Maximum utilization of space shall be a primary objective. Wasted space through inefficient corridor layout, unnecessary lobbies, and monumental spaces shall be avoided. Building designs shall be developed to achieve the maximum practicable efficiency ratio of total net usable area to total gross area. For example, for office/administration type buildings, the design goal should be to achieve an efficiency ratio of not less than 70 percent. See Attachment IV-1 for the method of computing building gross area and net usable area, and building gross volume. f. In the planning of office and administrative space, the requirements of Federal Property Management Regulation (FPMR), Subchapter D, Part 101-17 (Assignment and Utilization of Space) shall be followed. Section 101-17.3, "Space Standards, Criteria, and Guidelines," contains area allowances to be utilized in space planning. It is also important that there be consis- tency between the area allowances utilized in the planning and design of new DOE buildings and building additions and those promulgated in DOE 4300.1A, REAL ESTATE (REAL PROPERTY) MANAGEMENT, of 7-7-83, and for other of the Department's leased buildings or space. The same type of consis- tency is also important with regard to space planning for Government-owned (or leased), contractor-occupied space (i.e., comparability in space allowances for contractor and DOE employees). 9. Where open-office concepts are applied, special attention shall be given to acoustic treatment, illumination, HVAC systems, privacy needs, and furnishings that are compatible with these concepts. IV-5 DOE 6430.1 12-12-83 5. BUILDING TYPE.

a. Selection of the building type will depend on such factors as programmatic and operating requirements, anticipated life expectancy, minimum life-cycle cost objectives, compatibility with SUtrOunding build- ings and facilities, and health, safety, and fire protection requirements. b. Where conditions permit (including architectural compatibility with surrounding buildings and facilities, structural adequacy for the expected loads, adequacy for functions to be housed and required facility life, satisfaction of energy conservation and minimum life cycle cost objec- tives), consideration shall be given to the use of preengineered metal buildings in lieu of more permanent building construction. Preengineered metal buildings shall be designed and constructed in accordance with the "Metal Building Systems Manual," of the Metal Building Manufacturers Association, except that the design loads shall comply with paragraph 9, "Building Design Loads," below. C. Additions to existing buildings shall not result in reduction of the required fire rating for the existing building. 6. BUILDING LOCATION. a. The siting of new buildings and building additions shall be consistent with the overall Site Development Plan (or Master Plan). In the event that for some reason, such as lack of currency, the Site Deveionment Plan does not reflect the best site for a proposed facility, the best c3urce is to initiate a site development plan change. Alternatively, if time does not permit a change to be processed, an approved waiver of plan's provisions sholild be sought from the cognizant field organization cr cutlay program manager as appropriate. b. In locating buildings, consideration shall be given to architectural and functional compatibility with the surrounding envirannent; functional interrelationships; natural topographic and geologic conditions; avail- ability of existing utility services; availability of existing road systems and traffic volume; adequacy for parking and other land use requirements, including expansion capability; health, safety, and environ- mental protection requirements; and safeguards and security requirements. See Chapter I, paragraph 3.i., for additional facility siting criteria. 7. BUILDING CONFIGURATIqN. The building shape, single vs. multi-story cnaractenstics, roF>xample, will be dependent on such factors as sauce layout requirements for the functions to be housed, land availability, b!litding foundation cnnditions, life-cycle cost, energy conservation requirements, and architectural compatibility with the surrounding environment. IV-6 DOE 6430.1 12-12-83 8. BUILDING ORIENTATION. The orientation of buildings can be a significant energy conservation factor with regard to optimizing the benefits from utilization of available solar insolation for building heating, and with regard to optimizing natural ventilation. Building orientation shall be evaluated from this energy conservation standpoint. Generally, the principal building facade should face within 30 degrees of due south to take advantage of the radiant energy of the low winter sun. Overhangs and strategic land- scaping should be considered in mitigating the unwanted effects of the summer sun. It must be recognized, however, that building orientation is only one of a number of interrelated factors to be evaluated. Building siting, configura- tion, fenestration, construction materials and construction features, site landscaping, and internal building space arrangements are other factors that also need to be evaluated in the application of passive solar concepts.

9. BUILDING DESIGN LOADS. Except as otherwise specified below, the loadings used in structural design of buildings and other structures shall comply with the latest edition of ANSI A58.1, "American National Standard Building Code Requirements for Minimum Design Loads in Buildings and Other Structures." a. Dead Loads. Dead loads include the weight of all permanent construction and all fixed equipment. Loads shall be accurately determined and initial assumed loads for structural members shall be revised in the final design to reflect completed construction requirements with appropriate allowance for any additional loadings likely to be added at a later date. b. Live Loads. (1) Floor, roof, and wind loads recommended in ANSI A58.1 shall be considered as minimum requirements, and shall be appropriately increased for local conditions such as higher wind or snow loads experienced at the site. Criteria for site-specific earthquake, tornado loadings, and internal shocks loadings are contained in paragraphs c, d, and e, below. (2) Selection of the proper “basic wind speed" and facility "exposure“ are prerequisites to the use of the wind pressure tables and design methodologies contained in ANSI A58.1. (a) Extreme wind speed data at the4various mean recurrence levels (or return periods) up to 10 -years may be obtained from the National Oceanic and Atmospheric Administration (NOAA). Requests should be directed to the NOAA Environmental Data Service, National Climatic Center, Federal Building, Asheville, NC, 28801. (b) The "basic wind speed“ to be used in structural design of each facility will be dependent upon such factors as projected facility life, value of the facility including contents, type of operations and requirements for operating continuity, and the hazards of the operations and the materials to be handled or stored within the facility. Wind speed selections shall be based on the appropriate "mean recurrence level" (or mean return IV-? period) for each facility. Pending completion and promul ation of the DOE site-specific wind hazard models and guidance 9 users manual) for their application as discussed in paragraph 9f, below, the following mean recurrence level criteria are provided for interim guidance. These mean recurrence level criteria have been patterned from criteria that have been in use by one of the DOE operations offices since 1975, and generally reflect the types of facility requirements associated with the particular programmatic or operating needs. However, they can also be appropriate for other types of facilities having comparable degrees of hazard, mission-dependent purposes, or dollar value. Engineering judgment needs to be used in the application of these criteria. 1 25-Year Mean Recurrence Level - --for small, low-value huildings that are generally valued at less than $500,000 (including contents), entirely for a non mission-dependent purpose, do not pose a threat to human life (high-wind warning system required if occupied), classified as limited-use buildings, and not suitable for alteration to a "substantially- constructed" building. 1. 50-Year Mean Recurrence Level--for relatively low-value bull dings such as administration buildings, cafeterias, maintenance and repair shops, and laboratories that have a non mission-dependent purpose and/or where the value (including contents) generally does not exceed $2 million.

3 loo-Year Mean Recurrence Level--for buildings of greater value and importance such as laboratories, production facilities, and high explosives processing and storage facilities (no radioactive material present) that have a mission-dependent purpose and/or where the value (including contents) is greater than $2 million but generally does not exceed $30 million. 4 l,OOO-Year Mean Recurrence Level - --for buildings of high value or where containment of contents is necessary for public or employee protection. Examples of facilities covered would be high explosives facilities or other facilities involving the handling or storage of significant quantities of radioactive materials, carcinogens, doping agents, or flammable liquids, having mission-dependent purposes (including missions critical to national defense) and/or where the value (including con- tents) generally exceeds $30 million. For these facilities, design loading requirements may include design basis tornado, seismic, and blast parameters (for explosives faciiities), which may also need to be satisfied. I IV-8 DOE 6430.1 12-12-83 (cl 5 - lO,OOO-Year Mean Recurrence Level --for high-hazard, high-value buildings where operating continuity and public and employee protection are of paramount importance, such as facilities handling substantial quantities of in-process plutonium. For these facilities, design loading requirements will include design basis tornado, and design basis, operating basis, and safe shutdown earthquake (seismic) parameters which will also need to be satisfied. For design of building additions, special attention needs to be given in the selection of the proper windspeed and applica- tion of wind pressures. Building additions shall be designed as if they were to be a totally new building without regard to shielding from the original building, and without regard to lesser wind resistance for which the original building may have been designed. Recognition needs to be given to the possible strengthening of the original building by the building addition. (d) Where the Tables in ANSI A58.1 do not provide sufficient coverage, the 30 foot height (or less) coefficients q and 4p should be calculated using the following fonu de. F , qH, qF = 0.00268V2 qM = 0.00246V2 qP = 0.n0377v2 Design pressures or design loads are obtained by multiplying the effective velocity pressures by the appropriate pressure coefficients. The pressure coefficients depend on the structure shape and the size and distribution of windows, doors, or other openings. (e) Exposure "C" (in ANSI A58.1) should be used for the design of DOE buildings, except for: 1 Buildings being designed for temporary use (not more than a - three-year life), and 2 Other buildings where it can be shown that the necessary permanent shielding will be provided by natural terrain (not including shielding from trees or adjacent buildings). (3) Design drawings shall show structural material strengths, live loads, and lateral forces used in the design of all buildings, building additions, and other structures. IV-9 I (. DOE 6430.1 12-12-83 C. Earthquake Loads.

(1) Except where otherwise designated within these criteria, earthquake loads shall be in accordance with the applicable section of the International Conference of Building Officials' "Uniform Building Code." In the application of seismic data, the earthquake history of the locality in question shall be reviewed. The Seismic Risk Map of the United States contained in the URC and historical data shall be examined in order to determine the probable earthquake risk. The approximate depth of overburden shall be established from available geological maps and boring data in order to determine the probable intensity range. Advice on evaluation of the probable earthquake risk may be obtained from the National Oceanographic and Atmospheric Administration (NOAA), Washington, D.C. For standard facilities refer to U.S. Army Technical Manual TM 5-809-10 or equivalent for analysis and design of buildings for seismic loadings. (2) Use shall be made of the site-specific seismic studies and associated seismic hazard models that have been developed for DOE sites. See paragraph 9f, below. (3) Some facilities, such as those for radioactive material handling, processing or storage, and other facilities having vital importance to DOE programs or high dollar value that would c1assif.y them as critical facilities, may require application of dynamic analysis in determining structural requirements for earthquake loading. For example, see Chapter XXI of this Order. d. Tornado Loads. (1) Except where otherwise designated within these criteria, tornado design characteristics shall be determined from a review of histor- ical damage records pertinent to the locality, the recommendations of NOAA, and expert consultants in the field of tornado research and - analysis. Rotational and translational velocities, pressure drop and induced missiles shall be fully considered in determining tornado loads. (2) Use shall be made of the site-specific tornado studies and associated tornado hazard models that have been developed for DOE sites. See paragraph 9f, below. (3) Tornado loadings shall be applied concurrently with normal design loads but not concurrently with earthquake loads or normal wind loads. (4) Some facilities, such as those for radioactive material handling, processing or storage, and other facilities having vita? 'Ionrtance to DOE programs or high dollar value that would classif:+ them as IV-10 DOE 6430.1 12-12-83 critical facilities, may require application of special tornado loading criteria. For example, see Chapter XXI of this Order. e. Internal Shock Loads. When located near other facilities, building structures that house operations may release energies from rupture of equipment or explosions, either inadvertently or purposely (such as testing). Such structures shall be designed to sustain the resulting internal shock pressure loads. f. Site-Specific Seismic, Straight Wind, and Tornado Characteristics. The Dot Headquarters' Office of Nuclear Safety has a program tor development of site-specific natural phenomena hazard models for the principal DOE sites. These models will provide tabular and graphic displays of natural phenomena parameters (e.g., maximum straight wind/tornado wind speeds and maximum seismic ground acceleration values) at various "mean recurrence levels' (in years). After these hazard models are completed it is then planned to develop guidance for uniform selection and application of the mean recurrence levels in the planning and design of comparable types of facilities (or facilities with comparable levels of hazards/importance to DOE missions), at the various DOE sites; and in the evaluation of existing higher-hazard "critical" facilities for possible upgrading needs. The final developed data and guidance are planned to be reflected in subsequent revisions or additions to this general design criteria chapter.

10. SUBSURFACE INVESTIGATIONS. a. For all permanent structures, subsurface conditions shall be determined by means of borings, test-pits, or other methods which adequately disclose soil and ground water conditions. Use shall be made of data and other information obtained from prior subsurface investigations at the site, supplemented by additional investigations at the specific structure location as deemed necessary. New subsurface investigations shall be made at the specific locations for all major permanent structures, and for other permanent structures at sites where no prior subsurface investi- gations have been made. b. In earthquake areas, appropriate geological investigations shall be made to determine the contribution of the foundation (subsurface) to the earthquake loads imposed on the structure. . C. All subsurface investigations services shall include, but are not limited to, a recommendation of foundation type, determinations of allowable soil bearing design capacity, and the possible effects of seismic activity on the soil mass. A settlement analysis under differential design loads shall be required where differential settlement may cause structural or architectural distress. DOE 6430.1 12-12-83 IV-11 11. BUILDING COMPONENTS. a. Framing. (1) In general, buildings should be structurally framed to permit simple form work, fabrication, and construction procedures. Appreciable savings are often possible through continuity in framing design; rational use of ultimate strength design and other up-to-date design and construction methods; and use of improved construction materials. (2) Lightweight materials for floors, walls, partitions, and other building components should be utilized where consistent with program- matic/operating requirements, economy objectives, fire protection and other safety requirements, and where there are no overriding acoustical requirements. (3) In earthqua.ke or high wind areas, in addition to building code requirements, good engineering judgment shall be used in designing structural systems to assure that failures will not occur in critical members and joints. b. Floors. (1) Where site characteristics and other conditions permit, first floor construction should employ a concrete slab on well compacted earth or free draining fill. Excessive loads or equipment subject to vibration shall be supported by specially designed pads isolated from the normal floor slab with flexible joints. Framed concrete first floors over crawl spaces should be avoided. Where site contours require, foundation walls should be designed as retaining walls to support subfloor fill and floor loads in lieu of framed concrete floors. (2) For framed floors, the economy of prefabricated systems should be evaluated, especially those systems which simplify the installa- tion of mechanical, electrical, and communications services. Where concrete floors are used, the economy of flat plate slabs shall be investigated with the objective of utilizing their undersurface for ceilings. C. Control Joints. When poured concrete floors, or concrete or masonry walls are used, adequate control joints and expansion joints shall be provided. In long walls, design and location of control joints shall receive careful study in order to confine the effects of the total expansion and contraction. In addition, necessary bond beams and anchors to structural framing shall be provided for masonry units; as well as flashing, bond breaks, and weep holes to minimize potential for moisture build-up and cracking due to differential movement. Manufacturers' research data and recommendations shall be investigated in order to realize optimum performance of the various materials.

IV-12 d. Exterior Walls. DOE 6430.1 12-12-83 (1) Materials. Foundation walls should be constructed of poured concrete. The use of masonry walls below grade should be avoided, except where deemed suitable for existing site conditions and project requirements. For exposed exterior walls, consideration should be given to masonry composite walls, insulated metal or concrete panels and other prefab- ricated wall construction. Where the lower portion of exterior wall(s) is subject to damage from vehicle traffic, material handling or other activities, care shall be taken in selecting a proper material and material thickness, or possibly providing a protective wainscot. Exposed insulation, light metal construction, or frangible materials shall be protected from activities which could cause damage. Building facades should reflect an honest representation of building function and materials of construction. However, the relationship of new buildings to the surrounding site and to existing buildings need to be considered. Clashes between existing and new architectural styles should be avoided, but older less suitable styles of architecture should not be copied, with the possible exception of additions to existing buildings. (2) Insulation and Vapor Barriers. (a) Where composite walls are used, consideration shall be given to the compatibility of the insulating and facing materials. Vapor barriers and fibrous insulation shall be noncombustible or labeled by a nationally recognized testing laboratory as meeting a flame spread rating of 25 or less and a smoke developed rating of 50 or less. For cavity walls, use of treated (water repel- lent) granular fill may be appropriate. Rigid board insulation of cellular materials generally retain their insulating values longer than do fibrous materials that are more vulnerable to moisture. Foamed-in-place insulations should be carefully evaluated due to possible problems in shrinkage of the foam and their resistance to high temperature and humidity. 1 Where foamed plastic insulations such as urethane are used, ,- - care shall be given to effectively seal the insulation within the sandwich wall construction or panel assembly to protect against release of toxic gases under fire conditions. See Chapter X, for additional criteria. 2 Where blown-in or foamed-in-place insulating media applica- tions are planned for hollow walls, the effects on electrical wiring within the walls needs to be evaluated and assurance given that the operating temperature of the wiring will not exceed that designated for the type of insulated conductor involved (see Article 310 of the National Electrical Code). IV-13 (3) The potential for heat buildup in flush-mounted wall receptacles and switch boxes, or other flush mounted electrical equipment, should be also evaluated. (b) The use of vapor barriers is encouraged, and may be integral with the insulating material. Vapor barriers should always be provided where humidity control is required, and where high humidity could cause condensation in the insulation or on the building structure or systems. In addition, vapar barriers may be an efficient way of controlling convection of hot or cold air due to wind or type of building construction.

Finishes. In general, finishing of exterior walls should be kept to a minimum. Concrete walls should be left natural and unpainted unless economical finishing methods can be employed or where aesthetics and operating considerations require finish. Where color treatment of exterior walls is used, colors should be selected to harmonize with the environment and natural setting. The number of colors used for a building or complex should be limited, and carefully selected to provide a dignified public image. Colors used for painting should be selected from Federal Standard 595. (4) Desi n. Kl&- Walls shall be designed to resist wind, seismic, earth, , or other forces to which they may be subjected. If the wall is required to act as a shear wall, the wall and its connections must be specially designed. If the wall is to act as a filler or curtain wall, the connections to the structure must be capable of allowing the structure to deflect and yet maintain structural and weather- resisting integrity. (5) Construction. Story heights and bay sizes shall be designed to accommodate coursing. Masonry walls shall be laid out in even coursing to fit between beams, columns, and standard-sized openings to minimize cutting of masonry units. Where side-hill sites require use of concrete retaining walls, such walls should be utilized as building walls, where practicable, to achieve economy in construction. (6) Waterproofing, Damp-proofing, and Drains. The need for basements or other subgrade facilltles shall be carefully evaluated in locations where ground water levels or drainage problems exist. Dense concrete with satisfactory control joints generally need not be waterproofed or damp-proofed in locations where the ground water level is signifi- cantly below the foundations. The site shall be graded to provide drainage of surface water away from the building. Masonry walls below grade shall be protected against leakage with suitable cement parging and bituminous coatings or membrane applications. Masonry walls above grade shall also be protected against moisture penetra- tion by such means as adequately filled, compressed joints; cement coatings; lintel and sill flashing; flashing or weatherbreak offsets at spandrels; and overlapping weatherbreaks where masonry abuts columns and beams (masonry walls tend to crack and leak if the I IV-14 DOE 6430.1 12-12-83 thickness is reduced where they partially engage columns and where roof thrust may exert unequal stress). All doors and windows frames, and other sources of leakage, such as some types of control joints, shall be caulked with a durable, flexible caulking compound. Piping and other utility service penetrations shall be suitably designed to prevent leakage. Where subsoil drainage systems are provided around foundations, ground water is a problem, and drains are functionally necessary, drainage shall be conducted to a storm drainage system, not connected to the sanitary sewer system.

e. Roofs. It is recommended that roofs be sloped a minimum of l/2 inch per footby sloping the roof framing system. If this is not possible, the roof shall be sloped no less than l/4 inch per foot. It is important, however, to recognize that a l/4 inch per foot slope may often be inadequate to overcome structural short and long term deflections, construction tolerances, and variations in material thicknesses, resulting in ponding of water. Flat roofs, except for special designs, shall be avoided. Roof walkways shall be provided to mechanical equipment housings (penthouses), and to and around other roof-mounted equipment that will require routine inspection and servicing, to protect roofing materials from traffic and work-related damage. Roofs should generally be pitched to the outside perimeter for simplified drainage except where building requirements dictate otherwise. Overhangs and canopies should be considered as com- ponents of passive solar design or to otherwise provide weather protection at building entrances and loading docks. Where roof hatches are required for smoke or heat venting, they shall be designed in accordance with NFPA No. 204, "Smoke and Heat Venting." It should be recognized, however, that such vents are not effective in sprinklered buildings. Where appropriate, the building ventilation system should be arranged for smoke removal. (1) Materials. Roof decking shall be of noncombustible materials, with the posslible exception for buildings of otherwise combustible construction. A type of roof construction that will minimize the need for interior ceiling finish should be selected, unless a signif- icant increase in the overall cost will result. Roof covering shall be of the simplest most durable type, requiring a minimum of mainte- nance, and consistent with the roof construction employed. Built-up roofs shall meet the specifications for bonded types. Roof coverings on metal decks shall not be capable of generating self-propagating fires on the underside of the roof deck. Insulation, vaporseals, and fastening methods shall comply with the assemblies listed as Class I by Factory Mutual. Non-conforming assemblies proposed for small buildings or fully sprinklered buildings, shall have the prior approval of the DOE fire protection authority having jurisdiction. Underwriters Laboratories Class "A" composition shingles may be used on pitched roofs with a slope of 5 in 12 or greater. Where sprayed- on, coated foam plastic roof coverings are applied to combustible or noncombustible roof decks, they shall be Underwriters Laboratories Class "A". DOE 6430.1 12-12-83 IV-15 (2) (3) (4) =?I Roofs shall be designed to resist vertical live snow and win iads in accordance with ANSI A58.1, but in no case'less ihan 20 psf. The roof shall also be designed as a part of the lateral force resisting system to make the building unit(s) act as an inte- gral system. Single sheet metal roof decking shall be a minimum thickness of 22 gauge and designed to span not more than 4 feet to limit deflection and protect the roofing from subsequent damage. Use of lightweight concrete over a metal deck should be avoided.

Flashing. Copper, aluminum, galvanized steel, stainless steel, or terne-coated stainless steel shall generally be used for metal flashing and other metal work. All metal surfaces in contact with masonry materials should be painted with alkali-resistant coatings, such as heavy-bodied bituminous paint. Care shall be taken to mini- mize direct contact of dissimilar metals, to avoid electrolytic action. Aluminum should not be in direct contact with metals other than stainless steel or zinc coatings. Where aluminum may contact other metal surfaces, such as copper, those metals should be primed and coated with aluminum paint. Appropriate protection requirements need to be identifed in the construction specifications, and proven- acceptable flashing methods required. Treated wood nailers should be provided, bolted to the structure at the roof perimeter and around all roof penetrations to provide solid anchorage of the flashing system. Refer to the National Roofing Contractors Association, "Roofing Manual," for flashing and other details. Drainage. Where feasible, roof drains should be provided in lieu of gutters and downspouts, with a minimum pipe size of 4-inch diameter. Roof drains, gutters, and downspouts should be equipped with suitable devices to prevent obstruction by debris. Exterior downspouts subject to damage from vehicles or other outside activities shall be protected. In cold climates, gutters and downspouts should be equipped with heat strips to prevent ice blockage. The anticipated life expectancy of the structure shall be considered in the selection of metal and protective coating for gutters and downspouts. Where there is danger of soil erosion damage, storm sewers or draining ditches shall be provided to conduct roof drainage away from the buildings. Roof drainage systems shall be designed for a storm which should be exceeded only once in 10 years and an intensity, in inches per hour, lasting 5 minutes. Refer to the SMACNA "Architectural Sheet Metal Manual" for design data. (5) Protection and Maintenance. (a) While it is a fact that every roof will fail or wear out in time, roof life can be maximized, and roof maintenance require- ments minimized, by minimizing the direct installation of rooftop equipment. Whenever possible, standard building mechanical equipment should be installed within a penthouse or within the building. ~ IV-16 DOE 6430.1 12-12-83 (b) Each roofing penetration is a potential source of water entry, as with penetrations of any waterproofing system. The use of roof-mounted solar collectors, and other roof-mounted equipment, on new or existing roofs can, for example, be a significant contributing factor to accelerated roof failure if not properly installed. Where direct rooftop installations of equfpment are unavoidable, the supporting frames should have legs or posts of sufficient height above the roof membrane to facilitate roof maintenance, and total roof replacement without requiring equipment removal or structural support alterations. In general, the bottom of equipment stands should be at least 3 feet above the top of the finished roof membrane. For equipment setting on curbs, one foot above the finished roof should generally be adequate. (cl The method of flashing supporting-legs or posts to the roof requires special attention. The use of improved methods, in lieu of conventional pitch pans (or pitch pockets) that have not always been satisfactory, should be investigated and the current recommendations of the National Roofing Contractors Association (NRCA) followed.

(d) Equipment placement on roofs generate other potential roof, or roof support, damage problems related to roof traffic during placement and during subsequent servicing, or replacement. In many cases, the weight of mechanical equipment or other equip- ment can be such as to require specific placement in accordance with the structural design loading of the roofing support system. The movement of heavy equipment across a roof will often cause structural deflection of the roof deck sufficient to break the bond of the roof, as well as cracking the felts. Crane or helicopter placement is sometimes necessary in lieu of dragging or skidding the equipment across the roof. For equipment installation and later servicing, it is necessary to provide suitable roof protection not only for personnel access to the equipment but also around the equipment, itself. Generally, the most roof damage can result from work efforts in the immediate equipment area. (e) An effective roof management and maintenance program is an important element of the overall facility or site maintenance program. Integral to the program is a system of control that not only limits building roof access to authorized personnel but also provides a mechanism for review and approval of proposed additions of roof mounted equipment. This review of equipment additions should include an analysis of the building structure, placement method, roof protection provided, and flashing provisions. . DOE 6430.1 12-12-83 IV-I7 f. Thermal Transmittance Values. Thermal transmittance values to be utilized ln building design for energy conservation, for exterior walls floors above unheated spaces, and roofs, are contained in Chapter XIII of this Order. 9. Interior Walls and Partitions. (1) Materials. Interior walls and partitions may be of materials with characteristics similar to those used for exterior walls or of prefabricated, fire-resistant or noncombustible, competitive-type partitioning. Fire-retardant treated wood or other inhibited material should be permitted only where more fire resistant or noncombustible materials cannot be used, and as approved by the DOE fire protection authority having jurisdiction. Wood stud walls with economical finish may be used in buildings of otherwise combustible construction. Metal mesh enclosures shall be used wherever they are suitable. Firewalls must necessarily be of materials which will develop the requisite fire rating. Where tile surfaces or equivalent may be required for functional reasons, structural facing units instead of applied finish shall be used if economy can be realized. (2) Movable Partitions. Movable partitions shall be used in areas of buildings where a need for periodic rearrangement of space is a known requirement, and should be noncombustible. They shall not be used in place of fixed partitions for corridors and permanently assigned space except where the quantity of such fixed partitions is small compared to the total required. Movable partition layouts shall take full advantage of modular bay arrangement, columns, and dropped beams. When full-height movable partitions are used, floor and ceiling finishes shall be applied before partitions are erected. Post and panel types of movable partitions shall be speci- fied whenever feasible rather than the more costly flush types, insulated types, and glazed types. Use of metal panel partitions should be limited in favor of less costly materials. When used, metal panels should be of a single thickness material where noise transmission or other operational factors permit. Wall linings to match movable partitions should not be provided. Use of dwarf partitions shall be considered in large office spaces.

. h. Ceilings. (1) Ceiling Heights. Ceiling heights in all buildings shall be he the minimum consistent with operating requirements. Where the of suspended ceilings is justified, floor-to-floor heights and above suspended ceilings shall be held to the minimum required Id to use space to Iv-la DOE 6430.1 1242-83 (2) accommodate mechanical and other systems. Ceiling heights, to the underside of joist or panel construction or to the underside of suspended ceilings, should generally not exceed the following: Space Height Administrative 8’6” to 9'6" Standard Laboratory 9'0" to 10'0" Cafeteria 11’0” Others Minimum consistent with operating requirements. Finishes. In shops, warehouses, and other,industrial-type buildings, tne baSfC structure should be left exposed with no ceiling finish except where justified to facilitate heating, ventilation, sanita- tion; reduction of excessive noise levels in specialized areas; or to isolate contaminated areas. Economically competitive, suspended ceiling systems may be provided in administration and laboratory buildings where such installations will result in economy in heating and cooling, are necessary to provide acceptable noise levels, or are required to minimize dispersion of contaminants and provide accept- able levels of cleanliness. Roof and overhead floor construction should be designed to avoid the need for ceiling finish other than painting or applied acoustical surfaces. i. Interior Finishes. Economy in finishes shall be achieved based upon life cycle cost principles. Interior finishes shall be in keeping with the character of the building. For example, areas in industrial-type buildings shall receive less costly treatment than comparable areas in administrative buildings. See paragraph 5d(2) in Chapter X, for addi- tional interior finish criteria. In the selection of interior colors! a coordinated color scheme should be developed by the architect or qualified consultant during the project design. Paint colors should be selected from Federal Standard 595, and the number of colors held to a practical minimum. In areas where radioactive materials are being processed or handled, cleanable surfaces shall be provided through the use of washable or strippable coatings, metal linings, and so forth. Areawide require- ments can, in some instances, be minimized by the use of separate enclosures around radioactive work spaces. j. Interior Floor Coverings. Where interior floor coverings are used they shall contorm to the criteria in Chapter X. k. Acoustical Treatment. . (1) The services of qualified persons in acoustic design should be utilized, particularly for areas, with high sound pressure levels, and for such other areas as large conference rooms, data DOE 6430.1 12-12-83 IV-19 processing centers, word processing centers, auditoriums, audio/video studios, program control centers, and secure rooms. (21 In general, for industrial-type facilities, or other high sound-level facilities, the principal objectives are to achieve an acoustic environment that is noninjurious to the occupants, and conducive to work performance and safety in operations. For nonindustrial-type facilities, with lower sound levels, the principal objective is to achieve a balanced acoustic environment for the occupants and functions to be performed. (3) Acoustical treatment should not be provided in storage areas or other service and support areas.

(4) Utility rooms (mechanical/electrical equipment rooms), or other areas where operating equipment is located, should be given special consid- eration. While such areas may not be normally occupied, high sound levels often exist that can be injurious to operating/maintenance personnel, even with short-duration exposure. Where acoustic treatment is not feasible, or would not be adequate, anticipated noise levels and requirements for personal protective equipment (and/or the need for administrative control to limit employee exposure to safe dura- tion periods) should be identified in advance of equipment operation. For reference see 29 CFR Part 1910, "Occupational Safety and Health Standards," Subpart G, 1910.95, "Occupational Noise Exposure." (5) Acoustical materials shall conform to the criteria in Chapter X. 1. Windows and Doors. Windows and doors shall be of stock sizes and competi- tive design. The more economical industrial and energy efficient types shall be used whenever practicable. Doors and windows shall be selected to fit masonry coursing and structural members. Provisions for the escape of heat and smoke in the event of fire shall be considered in the design of windowless buildings. (1) Fenestration. Except where greater use of windows or other forms of glazing is justified (based on building energy use analysis and life cycle cost effectiveness), fenestration should be kept to the minimum necessary to satisfy basic functional and operating needs. In the selection of fenestration methods and materials, careful consideration shall be given to the reouirements for building energy use reductions in new DOE facilities, as covered in Chapter XIII of this Order. (a) It is important to recognize that heat loss ranges by a factor of about 30 between well-insulated walls and windows, for single glazing. Significant improvements can be made by the use of double or triple glazing. For example, double glazing will reduce heat loss by about 50 percent, with only a lo-20 percent I IV-20 DOE 6430.1 12-12-83 (2) reduction in solar heat gain. Triple glazing will further reduce heat loss by an additional l/3, with an additional lo-20 percent reduction in solar heat gain. (b) 'All glazed areas shall be carefully planned. Generally, major fenestration should be limited to the south facade of the building and/or in overhead locations where "atrium" or "skylight" concepts can be effectively used as an element of the overall energy-efficient building design. For the windows that are to be provided, and particularly those to be located in other than the south facade of the building, insulating types shall be used where the heating degree-days exceed 3,000, and should be considered for use in lower heating degree-day loca- tions. Where the heating degree-days exceed 6,000 triple-glazed windows or equivalent having an R value of at least 3 per manufacturer/testing guarantee, should be used. Consideration should be given, in above 6,000 degree-day locations, to the use of thermal-break window frames. Doors and Frames. Fire doors shall conform to Underwriters Labora- tories IULI or Factory Mutual specifications and be properly labeled. Installation shall conform to NFPA No. 80, "Fire Doors and Windows." Vestibules, preferably of the recessed type, may be provided for exterior doors. Double-acting doors and regularly-used egress doors shall be provided with vision panels. Automatic closers may be used where functionally necessary. Safety glass shall be provided in full length glass doors.

(3) Hardware. All builders hardware shall be suitable for the required functions and shall be utilitarian and competitive. Hardware shall be of durable grade consistent with the life expectancy of the building and appropriate Federal specifications. New items of hard- ware should be located to be accessible for handicapped persons, while still convenient for other personnel use. The use of floor mounted door checks or closers should be avoided. Exit and fire door hardware shall conform to UL specifications. m. Radiation Shielding. Although conventional concrete can be the most economical shielding material, such factors as space limitations some- times require the use of high density, or heavy concrete (see ANSI Standard N101.6, "Concrete Radiation Shields"). Since the attenuation of neutrons, gamma rays, and proton particles is approximately directly proportional to the density of the shielding material, various heavy aggregates have been utilized in the manufacture of heavy concrete. Naturally occurring aggregate materials, such as magnetite, ilmenite, limonite, and barite, should be used. Iron and steel scrap have also proven to be satisfactory aggregates, but normally cost considerably more than the naturally occuring ores. Suitable materials in close proximity to the project are usually the most economical since transportation is a large component of aggregate cost. Densities in the range of 200 to DOE 6430.1 12-12-83 IV-21 400 lbs./cu. ft. have been obtained through the use of various heavy aggregates. .Portl and cement has produced more satisfactory results than have other cementitious materials. Placement by either conventional or prep1 aced aggregate methods has proved to be acceptable. Vigilant field control and proper proportioning, mixing. placing, and ,:uri'ng shall be specified to assure a satisfactory product. 12. FIQE PROTECTION. General design criteria for fire protection are contained In Chapter X. Additional criteria for specific types of facilities are contained in other chapters, beginning with Chapter XVI. 13. FACILITY DESIGN FOR THE PHYSICALLY HANDICAPPED. It is particularly important that full consideration be given to the needs of physically handicapped persons in planning for new facilities and site development. Necessary features must be incorporated in follow-an design/construction to assure barrier-free access, egress, and use by the handicapped. In determining the aoplicability of Federal statute and implementing Federal regulation reauirements to specific projects (see paragraph 3, subparagraph o, in Chapter I) it is important that the term "physically handicapped" be properly understood. a. Physically handicapped encompasses not only non-ambulatory and scni-3~bul3- tory disabilities but the broader range of sight, hearing, and coo;-Ci nation impairments, in addition to manifestations of the aging process. ia this proper context. "barrier-free" design/construction t:an have wide employee and public benefit and does not narrowly relate to providing "soecial accomodations" for a "select few", as it may often be interpreted. It is also important to recognize that provision of many of the required features will result in improved convenience and safety for non-handicaoned oprsons. Some examples are: access/egress ramps instead of steps; hand rails; elimination of steps in walks; nonslip floor surfaces; elevator, cab control and alarm features; audible/visual warning signals; and height requirements for door closers, hanging signs, lights and ettic\r fixtures.

b. Each planned project shall be carefully examined for app1icabilit.y of the standards prescribed in the Federal Property Management Regulations (FPMR) Subpart 101-19.6. Unless there are overriding and justifiable reasons for not meeting these requirements, they shall be satisfied. C. Design decisions shall be documented for each project in accordance with FPMR Subpart 101-19.606, and shall be addressed in each design report or other design documentation, as appropriate for the particular nroject, It is important that these decisions he made in the prqject pl~nrr;r\g phase, or prior to full project authorization at the latest, to assur'~ that the caoital costs for providing the necessary features are properly included in the overali project cost estimate. 14. ELEVATORS. a. Elevators shal i conform to the latest version 37f 4NSt ,&I?.l, “Szfety Code for Elevators, Dumbwaiters, Escalators, and 'Wing Walks." F-t ;9ast one elevator in each bank of elevators shal? 5, _, 0 0oui~pr?d sc ??t 1 " IV-22 DOE 6430.1 12-12-83~ firefighters and other emergency personnel can manually control it. Hydraulic-type elevators should be considered for buildings of five stories, or less. The number of passenger elevators, size and capacity, location, types of machinery, and controls shall be determined by careful study, utilizing the services of a qualified elevator consul- tant and taking into consideration the building population, building layout, and traffic flow patterns. Freight or service elevators shall be located in proximity to loading docks, shipping and receiving areas, and storage areas. Combination service-passenger type elevators may be appropriate for buildings of less than three stories for movement of equipment, furniture, and limited use by personnel. b. With the possible exception of some of the smaller, 2-level or 3-level, buildings or building additions as described in paragraph d, below, passenger elevators shall be provided in all occupied multi-level buildings. Passenger elevators shall also be provided in all occupied multi-level building additions where existing building capacity is inadequate or is inaccessible to additional occupants. C. Whenever new multi-level buildings or building additions are required to be accessible and usable by physically handicapped persons (i.e., access- ible to the general public, opportunities for employment therein of handicapped persons and/or satisfaction of DOE affirmative action require- ments for nondescrimination in Federal (DOE) employment), passenger elevators shall conform to "The Suggested Minimum Passenger Elevator Requirements for the Handicapped," of the National Elevator Institute, Inc., in addition to ANSI A17.1. d. It is recognized that the cost for passenger elevators can be a significant portion of the total project cost for the smaller, Z-level or 3-level, buildings and building additions. For the smaller facilities where accessibility and usability by physically handicapped persons will be required, consideration may be given to the provision of adequate ramps or perhaps, the provision of wheelchair lifts in lieu of passenger ele- vators, where such alternate methods may be feasible. If wheelchair lifts (platform lifts) are provided, they shall be fully-enclosed, capable of safely and comfortably transporting an occupied wheelchair, and be fully operable by the occupant without assistance. For those smaller facilities that will not be accessible to the general public and no opportunities for employment of handicapped persons therein passenger elevators should not be provided, unless specifically justified.

15. PERSONNEL SHELTERS. Section 3002, subsection (41, of Executive Order 11490, "Assigning tmergency Preparedness Functions to Federal Departments and Agencies," requires federally constructed buildings to protect the public to the maximum extent feasible against the hazards that could result from a nuclear weapon attack on the United States. DOE 6430.1 12-12-83 IV-23 (and IV-241 a. When feasible, fallout shelter provisions shall be made in the design of new DOE facilities in accordance with Federal Emergency Management Agency (FEMA) "Standards for Fallout Shelters," TR-87 (latest edition). b. Fallout shelters should be in dual purpose space, such as space which accommodates day-to-day building operations of such nature that furniture and equipment not needed for shelter purposes can be moved for fallout shelter occupancy. Included among possible shelter space, could be interior cor- ridors, interior rooms, or belowground space, where such locations are satisfactorily shielded to provide a minimum protection factor of 40. As defined in FEMA/TR-87, of 9-79, "Protection Factor", is a numerical value which expresses the relation between the amount of fallout radiation that would be received in a protected location and the amount that would be received if unprotected in the same location." "Slanting" design techniques shall be used insofar as practicable. Slanting may be defined as "the incorporation, with little or no extra cost or reduction in efficiency, of certain architectural and engineering features to protect personnel from fallout gamma radiation." C. It is important when obtaining architect-engineer services for design of buildings that are to have fallout shelter provisions, to assure that the selected firm has the required technical competence in radiation shielding technology, including fallout shelter analysis capability. d. There will be instances where it will not be feasible to make fallout shelter provisions in new DOE facilities. See the instructions for preparation of construction project data sheets in the DOE Budget Manual, as specifically related to fallout shelters. DOE 6430.1 12-12-83 Attachment IV-l Page IV-25 (and IV-261 METHOD OF COMPUTING BUILDING AREAS AND VOLUMES 1. 2. GROSS AREA. The gross area of each floor in the building shall be measured from outside to outside of the enclosing walls. The total gross area of a building is the sum of all gross floor areas, including service floors, basement space, enclosed appendages and penthouses. Areas of open loading platforms whether roofed or uncovered shall be tabulated separately and not included in the total gross area. le NET USABLE AREA. The usable area of a building is comparable to the rentab area of commercial buildings and comprises space occupied by or assigned to functional purposes other than building services. It includes that portion shipping and receiving space required for the daily operation of any of the functional activities. Areas to be excluded in computing "Net Usable Area" of include exterior walls, firewalls, lobbies, corridors, stairs, elevators, pipe and duct spaces, janitors' closets, custodial locker and maintenance rooms, mechanical equipment space for building operation equipment, fan lofts, unassigned storage or open areas, toilet rooms, that portion of shipping and receiving space which is required for building services. Auditoriums, garages, and specialized areas shall be considered as usable space, they sha? 1 not be included in computing the net usable area per person but may be used in determining an overall efficiency ratio. Net areas shall be measured from the interior face of exterior walls and faces of masonry firewalls to the center- lines of partitions.

3. GROSS VOLUME. The gross volume of a building is the actual volume enclosed within the outer surfaces of the outside walls and between the outer surfaces of the roof and the underside of the lowest floor slabs or to grade where crawl spaces occur and includes: a. Basement space, finished or unfinished, whether floored or not if, the space is usable; b. Special subgrade structures which are a part of such facilities as reactors, particle accelerators, or other R&D facilities, including footings, pits, trenches, and other necessary features of substantial volume. For these special structures, the cubic content of construction below the bottom of the adjacent floor slab shall be shown separately; C. Projections beyond the normal building line, such as entrances, pl atfonns, chimneys, and air intakes. Volumes of unenclosed loading platforms and roofed entrances shall be computed separately but not included in the gross volume; and d. Superimposed structures above the roof surface, such as fan lofts, elevator and stair penthouses, etc. The gross volume shall not include canopies, cornices, pipes, vents, or ducts exposed above the roof surface, or footings, foundation walls, pits, trenches, and other depressions below floor slab or finished grade except where part of special facilities, such as reactors, particle accelerators, etc. I i DOE 6430.1 12-12-83 CHAPTER V V-l MECHANICAL SYSTEMS 1. COVERAGE. These criteria shall be applied in the planning and design of mechanical components of facilities. Included are heating, adiabatic cooling, ventilating, and airconditioning systems for general service and allied facilities; incineration; and water and sanitary systems. Additional mechanical systems criteria for specific applications are contained in other chapters, beginning with Chapter XVI of this Order. Criteria applicable to air and water pollution control are contained in Chapters XI and XII. 2. CODES, STANDARDS, AND GUIDES. The American Society of Heating, Refrigerating, and Air-Conditioning Engineers, Inc. (ASHRAE) Handbooks, and the National Standard Plumbing Code (cosponsored by National Association of Plumbing- Heating-Cooling Contractors and American Society of Plumbing Engineers), as a minimum, shall be followed as the basic reference for design, except where modified by these criteria. The latest editions of the codes, standards, and guides listed below shall also be followed: a. Codes. (1) American National Standards Institute (ANSI)--Code Requirements. (2) American Society of Mechanical Engineers (ASME)--Boiler and Pressure Vessel Code Requirements. (3) National Fire Protection Association (NFPA), National Fire Codes. b. Standards. (1) Associated Air Balance Council (AABC). (2) American Boiler Manufacturers Association (ABMA). (3) Air Moving and Conditioning Association (AMCA). (4) American National Standards Institute (ANSI). (5) Air-Conditioning and Refrigeration Institute (ARI). (6) ;;;R;; :tandard 90A-1980, "Energy Conservation in New Building and Standard 62-1981, Air Quility." "Ventilation for Acceptable Indoor (7) American Water Works Association (AWWA). v-2 (8) (9) (10) (11) Construction Specifications Institute (CSI). Cooling Tower Institute (CTI). Hydronics Institute (HI 1. Institute of Boiler and Radiator Manufacturers (IBR), superseded by Hydronics Institute. (12) (181 C. Guides. Mechanical Contractors Association of America (MCAAl--Testing and Rating Code for Boiler-Burner Units.

(13) (14) (15) National Environmental Balancing Bureau (NEBB). National Electric Manufacturers Association (NEMA). National Fire Protection Association (NFPA) Standard 90A, "Air Conditioning and Ventilation Systems," and Standard 82, "Incinerators, Waste and Linen Handling Systems and Equipment." (16) (17) Steel Boiler Institute (SBI), Division of IBR, Hydronics Institute. Sheetmetal and Air Conditioning Contractors National Association, Inc., (SMACNA). Underwriters' Laboratories, Inc. (UL). (1) (2) (3) (4) (5) (6) Air Force Manual (AFM) 88-8, Chapter 6, "Engineering Weather Data." American Conference of Government Industrial Hygienists "Industrial Ventilation Manual." General Services Administration/Public Buildings Service (GSA/PBS) Publication, "Energy Conservation Design Guidelines for New Office Buildings." GSA/PBS Publication, “Energy Conservation Guidelines for Existing Office Buildings." Federal Construction Council (FCC) Technical Report No. 51, "Combustion Equipment and Related Facilities for Nonresidential Heating Boilers." Federal Construction Council (FCC), "Federal Construction Guide Specifications." c DOE 6430.1 v-3 12-12-83 (7) Oak Ridge National Laboratory (ORNL) Nuclear Air-Cleaning Handbook, "The Design, Construction, and Testing of High-Efficiency Air-Cleaning Systems for Nuclear Application," ERDA 76-21 (ORNL-NSIC-65-l). (8) Thermal Insulation Manufacturers Association (TIMA), "Economic Thickness Manual." (9) Environmental Protection Agency (EPA) Publication No. SW13TS, "Municipal Scale Incinerator Design and Operation Manual." 3. PLANNING. Project planning and preliminary design analyses used in the selection and sizing of mechanical systems shall be energy conservation oriented. Environmental pollution control and abatement requirements shall also be addressed and shall comply with the requirements in Chapter XI and Chapter XII of this Order. 4. ENERGY CONSERVATION DESIGN. General design criteria in this Chapter are energy conservation oriented. They reflect the level of performance necessary to comply with Federal Property Management Regulation (FPMR), 41 CFR, Chapter 101, Subchapter D, Section 101-20.116, "Conservation of Energy by Executive Agencies," in the operation of DOE buildings. Basic criteria for energy conservation and use of renewable energy resources are contained in Chapter XIII, and shall be applied together with these Mechanical Systems criteria in planning and design. 5. SPECIFICATIONS. a. When possible, equipment specifications shall be written around standard commercially available equipment and shall permit a reasonable range of competition. At least three manufacturers' equipment shall be checked for compliance with the design requirements and to assure that adequate space is available for operation and maintenance requirements. Energy- efficient equipment shall be a prime consideration as discussed in the ASHRAE Standard 90A-1980 section on heating, ventilating and air- conditioning (HVAC) equipment. b. Specially designed equipment which is not a standard product of a recognized manufacturer, or not a competitive item, shall be avoided unless specifically justified (see DOE Procurement Regulations, DOE/PR-0028, Subpart 9-l .307, "Purchase Descriptions"). Major equip- ment, i.e., boilers, chillers, cooling towers, and so forth, shall be a standard product of manufacturers with a satisfactory commercial/ industrial operational experience for not less than 6,000 equipment operating hours prior to bid opening. Partial load efficiencies are a major consideration and shall be used in evaluating equipment performance.

/’ I v-4 DOE 6430.1 12-12-83 c. All air-conditioning equipment shall conform to applicable Air-Conditioning and Refrigeration Institute (ARI) Standards as a m requirement. 6. SYSTEMS. Selection of the building environmental systems (heating, evaporative cooling-mechanical ventilation, mechanical ventilation, and mechanical refrigeration) shall be based on an evaluation of the initia i nimum 1 costs, operating costs, and environmental requirements. Annual owning and operating costs (life cycle costing) shall be evaluated as discussed in Chapter XIII. Consideration shall be given to projected yearly electric power and water costs, load factors, local codes, current equipment developments, and equipment obsolescence. For personnel comfort, the combination heating and cooling system is normally the most economical system, as compared to separate heating and cooling systems. Additional guidance, relating to systems type, design, and applications, is provided in ASHRAE Handbooks. a. Installed Capacities. The initial installed heating, ventilating, and air-conditioning system capacity for buildings designed for future growth shall be limited to 120 percent of peak design load unless addi- tional capacity is required for operational reliability. For most buildings, the installed system capacity should be equal to the system peak design load. Auxiliary-tank thermal storage shall be considered to reduce peak demand loads and to conserve energy. Oversizing mechanical equipment reduces the system operational efficiency and is inconsistent with the energy conservation objectives to operate mechanical systems at peak efficiency. b. Reheat. Use of reheat with fossil-fuel derived energy for personnel m during the cooling cycle, to satisfy either temperature or humidity control should be avoided. Variable air-volume, medium-pressure systems are acceptable reheat-type systems, and may be used when economically justified. C. Hot Water Heating Systems. (11 In the planning and design of new or existing hot water space heating or other hot water systems for new buildings and building additions, compatibility of these systems for use of low-temperature solar-heated water shall be considered. As stated in paragraph 8a in Chapter XIII, "The application of active solar systems shall be evaluated for all = building and building addition projects; and building alteration projects, as appropriate." Chapter XIII contains additional criteria, including the recommendation that consideration be given to including provisions for minimizing future retrofit costs for later adaptation . of active solar systems when they may become life cycle cost effective. It is recognized that active solar systems have generally not been justified on the basis of life cycle cost analyses. However, projected increases in the costs of nonrenewable energy provide a positive and increasing incentive to plan for future application of active solar hot water systems. In the evaluation of hot water DOE 6430.1 12-12-83 v-5 system alternatives where the use of either high- or low-temperature hot water systems is determined to be feasible, consideration should be given to the potential benefits associated with future application of solar hot water systems. (2) Similar considerations should be given, and evaluations performed, in deciding between the direct use of steam or conversion from steam to a low-temperature hot water supply system for space heating. d. Adiabatic or Evaporati