oldord/6430/o64301ch1-9.html
ArcOld
DOE O 6430.1 Chap 1-9
General Design Criteria Manual
MA-22
12/12/1983
04/05/1989
oldord-9
6430.1
ORDER
D0E 6430.1
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 Evaporative Cooling. Adiabatic or evaporative cooling
systems shall be considered for personnel comfort cooling whet-8 the
outside dry bulb temperature during the 6 warmest months is 93 F and
higher for an average of 155 or more hours per year, Xsing 3 of 5
consecutive years, and the wet bulb temperature is 73 F and higher for
an average of less than 160 hours per year during the 6 warmest months and
during the same 3 years. Typical applications would include warehouses,
shops not requiring close (plus or minus 5 F) temperature control,
kitchens, and mechanical equipment spaces. Use of these adiabatic type
cooling systems in corrosive-sensitive environments shall be carefully
analyzed in order to maintain an acceptable relative humidity level in the
space.
e. Ventilation Systems. Natural or mechanical ventilation systems should
be utilized for industrial-type structures, warehouses, garages, and
dwellings. Mechanical ventilation systems may satisfy personnel comfort
i
co 8 ling applications for locations where the outside air temperature is
80 F and higher for less than 350 hours during the 6 warmest months of
the year as listed in Air Force Manual (AFM) 88-8, Chapter 6, "Engineer
Weather Data." The total quantity of air supplied to the space for
personnel comfort normally should lim&t the ventilation air temperature
rise in the conditioned space to 5-15 F depending upon the application.
ng
on
f. Weather Data. Weather data may be obtained from the local weather stati
or reference can be made to Air Force Manual 88-8, Chapter 6, "Engineering
Weather Data" (available through the U.S. Government Printing Office,
Washington, D.C. 20402); the ASHRAE Handbook of Fundamentals; or by
request to the National Oceanic and Atmospheric Administration (NOAA),
Environmental Data Service, National Climatic Center, Federal Building,
Asheville, NC, 28801.
g- Energy Management Systems and Devices.
(1) In the planning and design of mechanical systems for new buildings
surveys of energy conservation retrofit opportunities, compatibility
of energy management systems and devices, and potential benefits from
their use shall be considered.
(2) Energy management systems and devices are more fully discussed in
Chapter XIII, paragraph 12, of this Order.
V-6
DOE 6430.1
12-12-83
7. HEATING, EVAPORATIVE COOLING, MECHANICAL VENTILATION, AND AIR-CONDITIONING
S DESIGN CONDITIONS.
a. $$ln Basis. General design guidance and load estimating procedures
be based on data in the ASHRAE Handbook of Fundamentals, Systems,
Applications, and Equipment Volumes. Alternate design heating and cooling
load estimating procedures may be used with the approval of the DOE field
organization responsible for facility planning and design). Both peak and
partial (i.e., 7.5 percent, 50 percent, 25 percent) load calculations shall
be prepared in order to analyze system operation and to determine proper
equipment performance during these various operating modes.
b. Building Envelope Thermal Transmittance Factors. See Chapter XIII for
criteria to be applied in building planning and design.
C. Inside Design Temperatures and Humidities.
(1) Environmental design temperatures and humidities shall be as required
for manufacturing, processing, electronic equipment, laboratories,
and other "noncomfort" applications to maintain an acceptable
operating environment.
(2) For personnel comfort applications, the following environmental
design conditions shall apply.
(a) Cooling.
1 The inside design temperature for summer personnel comfort
- shall be 15'F less than the 2-l/2 percent outside dry bulb
(db) weather condition as given in the ASHRtE Handbook of
Fundamestals, but shall not be less than 76 Fdb or more
than 80 Fdb unless otherwise indicated. The minimum
design relative humidity shall be 55 percent or the relative
humidity corresponding to the inside design dry bulb tenpera-
ture and the outside air design dewpoint temperature, which-
ever is less. Summer humidification shall not be provided
for personnel comfort.
2 See paragraph 12d, below, for design conditions applicable
- to adiabatic cooling systems.
(b) Heating.
1 The inside design temperature for winter personnel comfort
- shall be 72'Fdb unless otherwise indicated. Lower design
temperatures may be appropriate for the particular applica-
tion. The following applications indicate the range of
acceptable temperatures.
v-7
DOE 6430.1
12-12-83
2
-
Space
Storage (heated)
Warehouses
Kitchens
Laundries
Shops (high work activity)
Toilets
Change Rooms (heating only
when occupied)
'Fdb
50;
65z"
65'
65'
68'
75O
Except where it can be substantiated from recordings or
engineering computations that the inside relative humidity
will be less than 20 percent for prolonged periods of time,
such as to be detrimental to personnel health, winter humidi-
fication for personnel comfort shall not be provided. Where
such conditions have been substantiated, a design relative
humidity of 20 percent may be used in establishing humidifica-
tion equipment requirements.
d. Outside Design Temperatures. Design temperatures shall be as shown
below for the particular application as determined from the tabulated
weather data in the ASHRAE Handbook of Fundamentals. Where data for a
particular location are not listed, design conditions shall be estimated
from data available at nearby weather stations or by interpolation between
stations, taking into account elevations and other local conditions
affecting design data.
Application Winter
Summer
Industrial, process, laboratory and
other nonpersonnel comfort systems
99%db
I%db
l%wb
Personnel comfort systems
97-1/2%db
2-1/2%db
5%Wb
Cooling Towers*-
Research, technical-type systems
l%wb
Personnel comfort systems
2-l/ 2%wb
*Temperature should be verified by actual site conditions.
Application
Winter
Summer
Air-Cooled Condensers* (non-personnel
comfort systems)
l%db
plus 5'F
Personnel comfort systems
l%db
*Temperature should be verified by actual site conditions.
I V-8
DOE 6430.1
12-12-83
e. Personnel Ventilation Air.
(1) The outside air ventilation rate shall be at least 5 cfm/person in
conditioned offices and other occupied spaces, as recommended in
ASHRAE Standard 62-1981, "Ventilation for Acceptable Indoor Air
Quality." Refer to ASHRAE Standard 62-1981 for this and other design
data and information. Additional outside air may be required for
central air handling systems to balance the system exhaust air rate,
in order to maintain a building or space under a slight positive
pressure (0.05 inch water static pressure).
(2) Special attention shall be given to spaces where smoking will be
permitted. For these spaces, an outside air ventilation rate of
20 cfm/person should be provided. However, this rate, or higher out-
side air ventilation rates for other spaces, can be reduced toward
the 5 cfm/person minimum required rate by properly cleaning recir-
culated air. Occupational health of facility occupants needs to be a
paramount consideration. Design decisions, trading off recirculation
and outside air ventilation, should include considerations of energy
conservation and life cycle cost implications in conjunction with the
applicability of non cross-contaminating heat recovery techniques.
f. Equipment. Refrigeration equipment and associated air handling equipment
design, fabrication, installation, and testing shall conform to the
applicable ANSI, ASHRAE, and AR1 Standards.
9. Communication, Electronic, and Computer Room Design Heat Loads. The
principal heat load in these types of equipment rooms is due to the
installed equipment. The functional requirements are subject to growth,
with additional equipment provided to meet expanding needs. In order to
provide environmental system flexibility, initial equipment heat loads
should be increased by at least 25 percent, or to satisfy a 5-year growth
forecast, whichever is greater, in sizing the systems.
h. Operating Temperatures. The temperatures to be used for the building
energy consumption analysis (see Chapter XIII) shall conform to the
Federal Property Management Regulations (FPMR), 41 CFR, Chapter 101,
Subchapter D, Section lOI-20.116, unless otherwise justified.
8. AIR-CONDITIONING EQUIPMENT.
a. Refrigeration Equipment
(1
As general guidance, for systems of greater than 130 tons,
centrifugal, absorption, or helical rotary-screw type units are
normally used. Below 130 tons the reciprocating compressor type
units are normally used. All refrigeration systems-greater than
130 tons shall require an economic system analysis to determine the
most economical total refrigeration system for the life of the
DOE 6430.1 v-9
12-12-83
facility. The economic analysis shall include equipment first cost,
replacement costs , and operating and maintenance costs. In order to
accurately determine annual energy consumption, the equipment part-
load energy usages and operating time shall be evaluated.
(2) Where high-pressure steam (greater than 125 psg) is available, the
steam turbine-driven chiller unit and the double-effect absorption
chiller unit should be considered because of the high coefficient of
performance (output to input) for these type units and because of the
reduction in electrical load demand charges. Operating and mainte-
nance costs may need to be given special attention in such
considerations.
(3) Where continued operation of equipment will be required during
periods of electric power interruption, consideration shall be given
to nonelectric driver equipment in order to reduce the emergency
electric power requirements. Nonelectric drives include the gas/oil
engine and steam/hot water powered chiller units.
(4) Refrigeration systems that operate year-around shall be evaluated
using the following design concepts in order to maintain peak
equipment operating efficiencies (Btuh output/kWH input):
Allow condenser water temperature to drop with cooler outside
air temperature in order to reduce equipment power demand.
Operate centrifugal chillers in the "free cooling" cycle where
the outside design conditions permit. When cooling demand
exceeds the "free cooling" capacity of the chiller being con-
sidered or where the chiller cannot act as a thermal siphon, and
when outside design conditions permit, the use of a water/air
heat exchanger for obtaining chilled water should be considered.
Use combination chiller-pump arrangements in order to prevent
return chilled water from passing through an inoperative
chiller. Ideally, the chiller-pump operation should match the
system cooling demand load.
Consider series versus parallel chiller arrangements in order to
determine the best system operating efficiency (Btuh output/kWH
input).
(5) The following AR1 Standards shall be used in the selection of
refrigeration equipment: AR1 Standard 520, "Positive Displacement
Refrigerant Compressor and Condensing Units"; AR1 Standard 550,
"Centrifugal Water-Chilling Packages"; and AR1 Standard 590,
"Reciprocating Water-Chilling Packages."
I v-10
b.
c. Cooling Towers.
(6) Sound-level measurement within equipment rooms shall follow the
procedure outlined in AR1 Standard 575, "Method of Measuring
Machinery Sound Within Equipment Rooms."
(7) Central chilled water plants shall be considered where two or more
adjacent buildings are to be air-conditioned. The use of multiple
independent systems is generally discouraged because of higher *
operating and maintenance costs. The number and size of refrigeration
units shall be based, in part, on the annual estimated partial-load
operation of the plant to assure the most economical operation.
(8) Underground chilled water piping to multiple building systems shall
be designed to achieve the least annual owning and operating cost.
Factors to be considered are;, futurg expansion, supply-return water
temperature differential (14 F to 16 F, minimum), reasonable
water velocity to reduce erosion and pump horsepower (4 to 7 fps
recommended), and system diversity factor to reflect actual demand
(0.80 factor is generally applicable).
Air-Cooled Condensers.
(1) For all refrigeration compressor installations, the use of air-cooled
condensers shall be evaluated where commercially available.
Economic system analyses for selecting either air or water condensing
equipment shall be based on the annual owning and operating costs
(energy, maintenance, necessary water treatment, and equipment
replacement) for the air-conditioning system life.
(2) Refrigerant head-pressure control shall be provided to maintain
satisfactory compressor operation during light loads, as recommended
by the manufacturer. For comfort cooling installations, head-pressure
control is generally provided for partial load operation where the
system operating temperature difference is twice the design tempera-
ture difference (refrigerant condensing temperature minus outside
design temperature).
(3) For noncomfort cooling installations requiring refrigerant
head-pressure control, multiple fan units are recommended for
installation with selective air volume control dampers or variable
fan speed.
(4) Air-cooled condensers should not be located where the sun's rays
shine on the condenser during peak cooling load periods. Sun screens ,
shall be considered for use when condensers cannot be installed in
suitable locations.
(1) Mechanical draft water cooling towers are normally used for
refrigerant units in excess of 100 tons. Package water treatment
DOE 6430.1
12-12-83
v-11
(2)
equipment shall be provided, as required, to maintain the condenser
water within acceptable limits of scale formation, corrosion, and
organic growth. An automatic-controlled water bleed is required
for all cooling towers. In determining the necessary water treatment
program, a qualified corrosion engineer shall be consulted. Cooling
tower life may be prolonged through:
(a) The chemical treatment of tower members to form a coating
over the wood that is insoluble in water.
(b) The pressure treatment of the wood with chemicals that are
toxic to the organisms which cause wood decay.
(cl The use of noncorroding ceramic, plastic, and metal components
instead of wood.
(d) Neoprene-fiberglass fill.
Cooling towers that operate year-around shall have automatic
condenser water temperature control to maintain an optimum refrigera-
tion equipment operating efficiency. Generally, the minimum accept-
able control includes a low limit aquastat in the water sump to
sequence fans on low temperature setting and a condenser water flow
control valve. Where freezing outside air temperatures occur,
artificially induced thermal heat should not be used until alternate
nonenergy consuming solutions have been considered, i.e., remote
interior sump in a heated enclosure.
(3) Verification of cooling tower performance is important since the
condenser supply water temperature directly affects the refrigeration
equipment performance which, in turn, affects the air handling system
performance. Cooling tower acceptance tests should be required
where the cooling tower system is complex, not a standard product of
a recognized manufacturer, and/or if the cooling tower is larger than
350 tons design capacity. Such acceptance tests shall be conducted
by an independent testing firm (not the construction contractor), in
accordance with the procedures described in Cooling Tower Institute
Bulletin ATP-105, "Acceptance Test Procedure for Industrial Water-
Cooling Towers."
(4) Combustible cooling towers shall comply with the fire protection
standards of NFPA No. 214. Instead of installing a fixed fire
suppression system, consider installing a cooling tower with
noncombustible fill, eliminators, exterior walls, and top.
(5) Once-through cooling for condensing purposes may be considered
instead of cooling towers where: available water is of sufficient
supply for the intended system life, water treatment requirement is
v-12 DOE 6430.1
12-12-83
minimal, system is justified on a life-cycle costing basis, and most
importantly, the spent water can be returned to its natural environ-
ment or stratum where initially taken.
d. Water Treatment.
(1) The available water supply shall be evaluated, and samples analyzed,
to determine its chemical composition and physical characteristics
(temperature and quantity) in order to prescribe necessary treatment
for the intended purpose.
.
.
(2) Treatment and deaeration of boiler water shall be provided where
necessary to reduce scale formation, corrosion, and foaming. A
continuous blowdown system shall be investigated to reduce
concentration of solids in boilers and similar large heating or
process steam units.
(3) Cooling tower and boiler blowdown system discharges shall be piped to
the sanitary or industrial drain system, as appropriate; and pre-
treated as required to reduce environmental pollution, in accordance
with pollution abatement principles and applicable Federal statute,
Executive order and regulation requirements identified in Chapter XII,
"Prevention, Control, and Abatement of Environmental Pollution," of
DOE 5480.1A; and Chapter XII, "Water Pollution Control," of this
Order.
9. CENTRAL AIR HANDLING SYSTEMS.
a. Air Handling Units.
(1) Package air handling units complete with filters, coils, and fan
section shall be used where commercially available. Selection shall
be based on efficiency, noise, life of the facility and/or system,
and minimum owning and operating cost. Equipment selection shall be
in conformance with AR1 Standard 430, "Central Station Air-Handling
Units."
(2) Unitary air-conditioning equipment is frequently justified when
altering existing buildings. Units shall be certified by ARI, where
applicable, when tested in accordance with AR1 Standard 210, "Unitary
Air-Conditioning Equipment." In lieu of AR1 certification, the
manufacturer shall submit a written certification from a nationally-
recognized, independent testing firm to verify unit performance when
tested in acordance with AR1 Standard 210.
.
b. Fans. Selection shall be determined on the bases of efficiency, noise
characteristics, vibration, physical size, and cost. Attention shall be
given to the most economical balance between optimum performance (least
energy consumption) and first cost. Fan operating characteristics shall
DOE 6430.1
12-12-83
v-13
assure stable, nonpulsing aerodynamic operation in the design speed range.
Constant volume air handling units and return air fans with belt drives
should generally be provided with adjustable motor pulley sheaves to
assist in air balancing of systems, with motors of i0 hp or less. Motors
greater than 10 hp should use fixed (non-adjustable) drives. Air balancing
of belt driven equipment with motors larger than 10 hp should be accomp-
lished by substituting fixed motor pulley sheaves of different diameters.
Air handling units and return air fans subject to frequent variations in
capacity requirements, in applications such as variable air volume (VAV)
systems, may be provided with appropriately selected combinations of
variable speed drives, multiple or variable speed motors, inlet dampers,
outlet dampers, and scroll bypass dampers to achieve stable operation over
the system capacity range. Motors shall not be oversized for unforeseen
future capacity needs. Rating performance shall be in accordance with the
AMCA Standard. No. 210, "Test Code for Air Moving Devices."
C. Coils.
(1) Heating and cooling coil ra`;ings shall be certified by AR1 when
tested in accordance with AR1 Standard 410, "Forced Circulation
Air-Cooling and Air-Heating Coils." In lieu of AR1 certification,
the manufacturer shall submit a written certification from a nation-
ally recognized independent testing firm to verify coil performance
when tested in accordance with AR1 Standard 410.
(2)
(3)
Water preheat coils subject to freezing outside air temperatures
shall require full water flow through the coils. There are two
basic control arrangements: (a) vary water temperature in coil and
(b) vary air flow through the coil. For water temperature mode, a
combination 3-way water valve is required, and an in-line water
circulator per coil or bank. For the air flow mode, coil face and
bypass dampers are required with no water control valves. Safety
controls normally include an electric water flow switch (flow
restriction) and an aquastat in the water return (low water
temperature).
Cooling coils shall be sized for 500 fpm maximum face velocity.
Cooling coils for personnel comfort applications only, may be
sized for up to a maximum face velocity of 600 fpm in those applica-
tions where space restrictions limit coil size. Coils with face
velocities exceeding 500 fpm shall be specifically designed to
prevent condensate carryover, or employ moisture eliminators.
Two-way water control valves are preferred over 3-way valve/bypass
arrangements in order to reduce piping requirements and to improve
system hydraulic balancing, for multiple coil locations and variable
flow systems. However, provisions will be needed to maintain the
minimum-required water flow during light load conditions, by use of
some 3-way valves and bypass arrangements at selected coil locations;
or by use of water pressure relief valve, and bypass, for the system.
Automatic drain features should be considered.
v-14
DOE 6430.1
12-12-83
(4) Water coils require pipe fittings for determining water pressure
drop and water temperature differential to check water-side
performance. Complex systems shall have a means for measuring the
water flow quantity through the coil or coil assembly.
(51 Face and bypass dampers are recommended for cooling coils serving
personnel comfort cooling systems having variable coil load demands
and corresponding inside relative humidity problems during light
load. The damper arrangement allows the space return air to bypass
the coil for necessary sensible heat (reheat) during the dehumidifi-
cation control cycle in order to lower the space humidity for
improved comfort.
(6) Recirculating air systems with outside air winter design temperature
below freezing, and with the cooling coils full of water, require
either a preheat coil in the outside air intake, in the return air
duct to the air handling unit, or in the mixed air stream upstream of
the cooling coil. Where the theoretical mixed air temperature is
above 32 F, the preheat coils may be omitted if adequate baffling
is provided to guarantee positive mixing of the air streams. Addi-
tional safeguards may include gperating the water pump whenever the
outside air stream is below 40 F.
(7) The use of glycol in central chilled water systems, for freeze
protection, should be avoided unless economically justified. This
is due to the increased water flow resistance (requiring higher pump
horsepower), lowered coil heat transfer efficiency, and reduced
refrigeration equipment efficiency (reduced tons of available
capacity).
d. Air Cleaning Systems.
(1)
General. Filters are classified as Type A-High Efficiency Particu-
later (HEPA) Filters; Type B-Air filters that serve inhabited
spaces; and Type C-Air filters that serve noninhabited spaces. Type
A filters are rated by the DOP Penetration Test as measured in
accordance with MIL-STD-282, or other equivalent test method. Type B
filters generally are tested with atmospheric dust using the ASHRAE
Dust Spot Efficiency Test. Type C filters are rated according to the *
specific particle size and matter being collected. All filters shall
be constructed of noncombustible materials meeting the requirements
for Underwriters' Laboratories, Inc., Class I unless otherwise
approved by the DOE fire protection authority having jurisdiction
(refer to U.L. Building Materials Directory for classification
rating). Air filters shall be located on the inlet or suction side
of fans except where the system analysis justifies a downstream
location. For further guidance refer to ASHRAE Equipment Volume. An
air filter pressure drop gauge of the diaphragm-actuated, dial-type
(preferred) or the inclined manometer type, shall be installed on all
filter assemblies 5000 cfm and larger or as otherwise required. Each
DOE 6430.1 v-15
12-12-83
gauge shall be provided with two three-way vent valves for checking
the zero setting. Each DOE field installation should establish a
filter standardization plan in order to reduce the number of
different type filters and replacement media, as an operating cost
saving.
(2) Type A Filters.
(a)
lb)
Provisions shall be made for in-place testing of HEPA filters,
with particular attention given to plenum hardware provisions
to allow for testing individual HEPA filters without the
testing personnel having to enter the plenum. Utility services
should be extended to the plenum location (e.g., electrical
receptacles and compressed air) to facilitate the testing work.
For guidance on in-place testing, see ANSI N1O1.l, "Efficiency
Testing of Air-Cleaning Systems Containing Devices for Removal
of Particles"; ANSI/ASME N510,
Systems"; "Testing of Nuclear Air Cleaning
and ERDA 76-21 (ORNL-NSIC-65-l) Nuclear Air Cleaning
Handbook, "The Design, Construction, and Testing of High Effi-
ciency Air-Cleaning Systems for Nuclear Applications."
Prefilters (Type B) having 35 percent minimum efficiency should
normally be installed upstream of HEPA filters in order to
extend the HEPA filter's life unless an analysis of filtration
requirements and evaluation of the filter assembly justifies
omission of the prefilters.
For guidance in the design and construction of high efficiency
air cleaning systems, see ERDA 76-21. In the design, fabrica-
tion, and installation of the filter frame assembly (both the
fixed frame and removable frame units), it is critical that the
installed HEPA filters and frame assemblies are peripherally
airtight. The fixed and removable filter frames shall be shop
fabricated of suitable metal, or other noncombustible material,
with a protective coating to resist corrosive atmospheres.
Fixed filter frames shall be designed to accommodate filters in
one face only, to assure firm seating of filter seal surfaces.
A continuous periphery weld shall be made to the fixed filter
frame and metal housing. Combustible caulking, adhesive tapes,
and gasket materials shall not be used in the installation of
the filter/frame assemblies. Where filter frames are to be
installed in a concrete housing, or pit, steel members to which
the fixed frames will be peripherally welded should be imbedded
in the concrete.
(c) In providing fire protection for the HEPA filters, prefilters or
fire screens equipped with water spray shall be separated
sufficiently from the HEPA filters to restrict impingement of
moisture of the HEPA filters. Under conditions of limited
separation, moisture eliminators or other means of reducing
I V-16
DOE 6430.1
12-12-83
(3)
entrained moisture shall be provided. Moisture eliminators may
be omitted where system design provides sufficient filter
redundancy to assure continued effluent filtration in the event
of fire within any portion of the system.
(d) Independent inspection and testing of HEPA filters prior to
lity
acceptance from vendors is an important e
assurance program, and shall be performed
following sites:
lement of the qua
at one of the
1 Union Carbide Corporation
Oak Ridge Gaseous Diffusion Plant
Filter Testing Services
Oak Ridge, TN.
2 Rockwell International
Energy Systems Group
Rocky Flats Plant (Filter Testing Facility)
Golden, CO.
2 Hanford Environmental Health Foundation
Richland, WA.
For recommended procedures to be followed in the procurement of
HEPA filters, and use of these inspection and testing services,
see Environmental Safety and Health Information Issue No. 342,
"Filter Unit Inspection and Testing Service," of 9-23-77 (issued
by the Division of Operational and Environmental Safety, ERDA).
Current service charges may be obtained from any of the three
inspection and testing service organizations listed above.
Type B Filters. These filters include those air filter devices and
air filter media used in building environmental air handling systems
for removing particulate matter from atmospheric air. Filter classi-
fication shall be roughing, medium efficiency, or high efficiency
(not HEPA filter). These filters shall be specified in conformance
with AR1 Standard 680, "Air Filter Equipment."
(a) Roughing filter efficiency range is 5 to 25 percent when tested
with atmospheric dust. Representative filters include the
panel-type and the roll-filter type. Generally based upon
15-year owning and operating costs and for systems less than
5,900 cfm, the panel-type filter with permanent frame and
renewable filter media is the least expensive.
(b) Medium efficiency filters are 25 to 75 percent efficient when
tested with atmospheric .dust. These filters normally have
permanent steel frames with replaceable extended dry-surface
filter media.
DOE 6430.1
12-12-83
v-17
(4)
(c) High efficiency filters are 75 to 99 percent efficient when
tested with atmospheric dust. The electronic air cleaner and
extended dry-surface filter (same as medium efficiency) are
included. Prefilters are normally provided; being either
roughing or medium efficiency filters depending upon the
upstream air particle size distribution.
Type C Filters. These filters are primarily for industrial and
process type applications associated with air or gases having heavy
dust loadings in exhaust systems or process stack gas effluents.
For further guidance refer to the ASHRAE Equipment Volume, and
to the American Conference of Government Industrial Hygienists
(ACGIH), "Industrial Ventilation Manual."
e. Air Duct Design.
(1) Duct systems shall be designed for efficient distribution of air
to the conditioned spaces, giving proper consideration to noise,
available space, and an optimum balance between minimum expenditure
of fan energy (annual operating cost) and duct size (initial
investment). Ducts and duct systems normally shall not be designed
for unforeseen future expansion.
(2) Low-velocity duct distribution systems with their low air-pressure
drop are normally installed, Particular attention shall be given
to duct fittings and fan approach/discharge duct connections in
order to minimize vibration, noise, and pressure drop. Where
medium velocity duct distribution systems are justified, the
maximum duct velocity should be 3,000 fpm. For design guidance
refer to the ASHRAE Handbook of Fundamentals, the SMACNA Standards,
and the American Conference of Governmental Hygienists (ACGIH)
Ventilation Manual. This guidance should not be used for exhaust
ductwork that will carry radioactive (or potentially radioactive)
air.
. .
(3) Duct work shall comply with NFPA No. 90A, "Standa;;s:;orst?e and
lower an; Exhaust
Installation of Air&nditioning and Ventilating
NFPA No. 91, "Standard for the Installation of B
Systems."
(4) Duct air leakage for the air distribution system shall be less
than 5 percent for the design air flow and opera ting pressure.
(5)
Fibrous glass ductwork material and closure system shall be in
accordance with UL 181, Class I Standard, with NFPA No. 90A and
No. 91, and with Factory Mutual (FM) "Loss Prevention Data" (sheets).
Duct construction shall be in accordance with SMACNA, "Fibrous Glass
Duct Construction Standards." Examples of unacceptable applications
of fibrous glass duct and duct liners generally include: electronic
equipment rooms, clean rooms, animal research areas and holding
areas, respiratory and optic medical treatment rooms, and where
toxic, radioactive, or explosive materials could impregnate, become
entrapped in, or condense on inner surfaces of the fibrous glass duct
I V-18
DOE 6430.1
12-12-83
or duct liners. In areas such as mechanical equipment rooms, where
the use of fibrous glass duct in exposed locations subject to
physical damage would also be unacceptable, use of fibrous glass duct
liners would be a suitable alternative.
(6) For additional duct system design criteria for laboratory facilities,
see Chapter XVII, paragraph 5, of this Order.
f. Economy Cycle. Air-conditioning systems, except those using room fan-coil
units and as indicated below, that require cooling when the outside air
temperature is less than 60oF, shall use outside air for cooling instead
of mechanical refrigeration. However, outside air fan cooling shall not
be used where it is not economically and/or operationally justified.
These systems normally use the enthalpy controller for system changeover.
(1)
Air handling systems that have the economy cycle and include both
exterior and interior zones shall be controlled such that the
exterior zone determines the quantity of outside air for cooling. It
is important that the interior zone does not precool the air for the
exterior zone whereby the exterior zone requires additional heat.
Therefore, for interior and exterior zone applications, separate air
handling systems shall be installed in order to provide independent,
year-around temperature control.
(2) Clean rooms, data processing rooms, and similar type spaces that
nd air
the
require year-around temperature and relative humidity control a
filtration normally do not use the economy air cycle because of
increased annual owning and operating costs.
(3) Returnair fans are required for positive control of the variab
outside air cycle where the return air duct resistance (room to
atmosphere) exceeds 0.25 inches water. Systems that maintain
. B .
le
constant room pressure balances require a return air tan in order to
maintain air pressure balance while under the economizer or variable
outside air volume control.
9. Heat Recovery.
(1)
Wherever technically feasible and economically justified, based on
life cycle cost analysis, heating and air-conditioning systems that
require more than 4,000 cfm of outside ventilation air shall have
heat recovery equipment, (i.e., the coil runaround or coil loop
cycle, rotary heat exchanger, or the nonregenerative heat pipe.)
Widely dispersed roof-mounted exhaust air outlets should be combined
into a central or multiple central exhaust systems' configuration in
order to economically justify heat recovery systems. This equi'pment
is capable of recovering a high percentage of the exhaust air thermal
energy, such as for preheating the outside air during the heating
cycle and for precooling the outside air during the cooling cycle.
DOE 6430.1
12-12-83
v- 19
For further guidance refer to the ASHRAE Systems Volume, and the
SMACNA "Energy Recovery Equipment and Systems" Manual for design and
construction details.
(2) Heat-of-light systems shall be considered where the lighting
illumination level exceeds 40 foot-candles and a plenum return air
system concept is acceptable. Air heat-of-light systems return the
roOm air through the ceiling fixtures with a reduction in room
sensible heat and a corresponding reduction in total supply air
and fan horsepower. The wet "troffer" type heat-of-light system Can
recover a greater amount of heat with a higher first cost.
(3) Thermal energy rejected by refrigeration equipment condensers may be
recovered and used for a variety of heating applications. The
following guidance is provided.
(a) ';heng water cooled condensers are used and the cooling water
e. ., cooling tower water) is unsuitable for use in the heating
equipment under consideration, heat recovery may be accomplished
by using double bundle condensers or alternate condensers.
(b) When air cooled condensers are used, heat recovery may be
accomplished by a hot gas desuperheater between the refrigerant
compressor and the condenser.
(c) When refrigeration thermal energy heat recovery is used in
applications such as the perimeter heating of buildings or
spaces with year-around interior area cooling loads, the heat
balance for the entire building or space design should be
optimized on a life cycle cost basis.
(4
When thermal energy heat recovery is used to satisfy a base
load heating requirement (e.g., process or domestic water
heating) and the heat available from the refrigeration system
exceeds the base load heating demand, the refrigeration system
should be divided into two parts. One part should be configured
and sized to satisfy the heat recovery base load demand. The
remainder of the refrigeration load should be satisfied by
equipment configured to operate and take advantage of the
efficiency inherent in the lower condenser or desuperheater
water temperatures used in non-heat recovery refrigeration
equipment.
(e) Where the potential exists for cross-contamination of potable
water supplies, .heat recovery designs may employ vented double-
wall condenser or desuperheater tubes, intermediate isolating
heat exchanger loops with circulating pumps, or similar devices
to achieve compliance with the National Plumbing Code, or
applicable local codes.
DOE 6430.1
12-12-83
10. BOILERS.
a. Selection of the boiler type is generally dependent on the total load
requirement and type of fuel utilized. Fuel selections shall be consis-
tent with the DOE fuels and energy use policy (see DOE 4330.3, FUELS AND
ENERGY USE POLICY). Boilers are rated according to appropriate codes or
standards of the American Society of Mechanical Engineers (ASME), American
Boiler Manufacturers' Association (ABMA), and the Steel Boiler Institute
(SBI )/Hydronics Institute (HI). For most boiler installations an in place
capacity test (acceptance test) shall be performed to verify performance.
(1) Modular boiler installations should be evaluated for loads greater
than l,OOO,OOO Btu/hr in order to maintain a high operating plant
efficiency throughout the year. Number and size of the boilers
would depend on the number of operable hours at full and part load
operations.
(2) In comparing steel boilers with cast iron boilers, the ruggedness and
dependability of the cast iron boiler shall be evaluated against the
lower first cost and ease of installation of package steel boilers.
(3) Outdoor-type boilers shall be considered where economics, climate,
size, operable life and operating and maintenance factors are
advantageous.
(4) Fully automatic mechanical-firing equipment and mechanical draft
equipment are normally installed to match boiler load requirements.
Mechanical-firing equipment shall be specified to develop 100 percent
to 125 percent of the boiler capacity. For additional information,
see FCC Technical Report No. 51, "Combustion Equipment and Related
Facilities for Nonresidential Heating Boilers."
b. Load computations that establish the boiler capacity shall be based on
the peak design load considering the simultaneous building heating load,
process load, distribution losses, and pickup allowance. A credit shall
be given to simultaneous interior heat gains from people and electrical
lighting. Boiler capacities shall be expressed in British thermal units
per hour (Btu/hr) at the required operating pressure.
c. The selection of fuel among possible alternatives (see DOE 4330.3) for heat
generation, and the method of firing, shall be determined by an economic
analysis of the costs of fuel, construction, operation, storage, handling,
maintenance, and environmental pollution control requirements discussed in
Chapter XI of this Order. A study shall be made of the advisability of
selecting equipment which can be readily converted from one fuel to
another, including provisions for storage of each different fuel.
Varieties of fuel at each installation shall be kept to a minimum. Where
DOE 6430.1
12-12-83
v-21
the use of oil is permitted, and the heavier grades of oil are utilized,
provisions shall be made to preheat the oil to assure efficient burner
performance.
d. See ASHRAE Equipment Volume for general guidance on boiler sizing, types,
rating codes, operation and maintenance factors, fuel-burning, and draft
equipment.
e. Refer to the NFPA National Fire Codes and improved risk criteria for
boiler combustion safeguards, controls, and installation requirements.
11. AIR-CONDITIONING SYSTEM OPERATING EFFICIENCIES. Equipment selection and
performance shall meet the minimum requirements in ASHRAE Standard 90-1980.
12. ADIABATIC COOLING.
a. In locations where a wide variation exists between the dry and wet bulb
temperatures for extended periods of time as discussed in paragraph 6,
above, adiabatic cooling is an inexpensive form of cooling that shall be
considered. Selection of cooler types will be dependent upon the system
configuration and user experience. Generally, the drip and pad type
coolers are used below 10,000 cfm capacity each, whereas the rotary
coolers and wet cell air washers are used for larger capacities. It is
imperative that all evaporative coolers maintain a positive water-bleed
and water-makeup system for control of salt buildup. Spray-coil
dehumidifiers also are used in central air handling units.
b. Air duct design, number and location of coolers, and relief of the high
supply air rate to the atmosphere shall be analyzed to assure a satis-
factory operating system. Two-stage evaporative cooling systems should be
considered waere the outside air dry bulb temperature during the 6 warmest
months is 93 F and higher &or an average of 200 hours or more, and the
wet bulb temperature is 73 F and higher for an average of less than 100
hours for the same period.
C. For shops and similar large open bay areas, the heating and cooling
systems should be combined except where it is not economically or opera-
tionally justified. Generally, two-speed fan operation should be used:
fast speed during the cooling cycle (100 percent outside air) and slow
speed during the heating cycle (100 percent recirculation). Where the
difference between heating and cooling air requirements is too great to
allow efficient and stable fan operation or acceptable air outlet perform-
ance at the lower fan speed, separate heating and cooling systems may need
to be provided. Alternatively, a combined system supplemented by a
cooling-only secondary system may be the most economical.
d. Indoor DESIGN dry bulb temperatures shall be 80' to 85'F. Average
DESIGN operating efficiency shall be 70 percent maximum for the selection
mabatic cooling equipment. System installed capacity shall be based
v-22
DOE 6430.1
12-12-83
on the conditioned space peak design heat load. An arbitrary air change
rate shall not be used. Adiabatic cooler specifications should be
stated in terms of air capacity and the leaving temperature difference
between air and water for a given set of entering conditions.
13. MECHANICAL VENTILATION.
a. Utility Rooms. Mechanical and electrical equipment rooms shall be
ventilated to maintain ambient temperature levels within allowable NEMA
(and other) equipment standards. Where mechanical ventilation cannot
maintain satisfactory environments, evaporative cooling systems or other
partial cooling systems shall be evaluated. Ventilation air exhaust
openings should be located adjacent to heat producing equipment, such as
pressure reducing valve (PRV) stations, in order to minimize ambient
thermal loads. Thermostatic controls shall be used to operate the
ventilation system.
b. Laboratory Ventilation and Exhaust Systems. See Chapter XVII of this
Order for laboratory and laboratory hood ventilation and exhaust system
design criteria.
C. Air Contamination. Studies shall be made to determine special ventilation
requirements for buildings or work areas exposed to radioactivity contami-
nation, or other contamination by toxic, noxious, or explosive solid
particles, liquid particles, vapors, or gases. Ventilation systems shall
be kept as simple as possible by localizing problem areas within glove-
boxes or hoods. Exhaust air treatment shall satisfy applicable
requirements in Chapter XI of this Order.
14. CONTROLS AND ZONING.
a. The arrangement and number of temperature-controlled zones are normally
established by fire separation area requirements, health and safety
hazards, space operational requirements, load fluctuations due to
occupancy, exposure, building size and configuration. Automatic
temperature and humidity controls shall be installed as required.
b. For administrative facilities and similar occupancies, each major
orientation should be zoned to have no more than 2,000 sq. ft. of floor
area with exterior exposure, and no more than 3,000 sq. ft. of floor area
with no exterior exposure.
c. It is essential that the specified control system accuracy be compatible
with the environmental system capability to respond in an accurate and
timely manner.
d. Central supervisory control systems shall be installed for individual
buildings and/or for installation-wide building utility systems, where
economically justified. Where building central supervisory control
systems are to be installed, the control consoles should have the
capability for expansion to interconnect additional building utility
DOE 6430.1 V-23
12-12-83
systems. Where use of building or central supervisory control systems are
contemplated in the future , selection of controls and instrumentation
should incorporate features to allow for simple future interfacing with
such systems. See paragraph 12 in Chapter XIII for additional criteria.
e. Automatic temperature control devihes for pgrsonnel comfort should have
a heating control range between 55 F and 75 F and a cooling (where
required) control range between 75'F and 85'F. The automatic tempera-
ture control system shall not be capable of simultaneous heating and
cooling.
f.
With the exception of research and process, or other areas that require a
constant year-around environment, manually-adjustable automatic control
setback and/or shutdown devices shall be provided for all heating and
cooling systems in order to reduce the energy consumption during
nonoccupied periods. Automatic temperature controllers with reset capa-
bility shall be evaluated for equipment such as chillers, reheat coils,
and multizone units in order to reduce the consumption of energy by
varying the set-point control in accordance with the building load.
9* Electrical equipment load-leveling or load-shedding features shall be
provided where economically justified.
h. Safety controls' sequence of operation shall be carefully evaluated to
assure a "fail-safe" operation during an emergency in accordance with the
NFPA National Fire Codes and/or system safety requirements.
Automatic air dampers used for system thermal isolation and air mixing
'* (i.e., outside air dampers and hot/cold air mixing dampers), shall be of
the 1 percent leakage type. Shutdown of building environmental systems
during unoccupied periods of time has enhanced the need to minimize
outside air leakage to the system during extreme weather conditions.
j. For variable air-flow systems the control system shall include the
use of the "closed loop" fan volume control, use of industrial controllers
instead of commercial grade, and use of air-flow measuring stations with
multiple-point pitot type for sensing velocity air pressure.
X5. PLUMBING SYSTEMS.
a. Sanitary Drainage.
(1) In sizing the sanitary drainage system, the total load shall be
estimated by the fixture-unit method using permissible load values
with due allowances, as specified in the National Plumbing Code (or
local plumbing code, if applicable), for continuously flowing
equipment or devices.
I V-24
DOE 6430.1
12-12-83
(2) Adequate vent piping , sized to meet the minimum needs, is a require-
ment of a properly designed sanitary drainage system. Consideration
may be given to the single-stack system if found adequate and
economically advantageous for the specific application.
(3) A riser diagram of all drainage systems and vent stacks for buildings
of two or more stories in height shall be shown on the construction
drawings in order to provide a clear identification of the plumbing
installation requirements.
b. Sanitary Fixtures.
(1)
Location of fixtures shall be determined by functional requirements
and shall meet applicable requirements for the physically handi-
capped. The number of toilet fixtures to be installed shall be based
upon the type of facility, the number and sex of persons served, the
type of fixtures, and the table of allowances for minimum facilities
listed in the applicable code. All plumbing fixtures shall be
located at a sufficient height to permit gravity discharge to the
sewer. Installations where plumbing fixtures cannot be located to
permit gravity draining shall be protected by appropriate back-water
valves and automatic sewage ejector systems.
(2) Special purpose fixtures shall be based on minimum actual needs.
Laboratory services are covered further in Chapter XVII of this
Order.
c. Water Supply and Distribution.
(1) Cold Water Service Connection. Wherever possible, service entrances
shall be sized to provide sufficient flow at required pressure for
all fixtures without the use of pumps. Large buildings may be
supplied by two or more service entrances for balanced supply. The
sizing of service entrances shall be in accordance with applicable
codes and standards, using the minimum pipe size practicable without
excessive noise-producing velocities or wasteful pressure losses.
(4
Where potable and nonpotable water supplies are required in the
same building, care shall be taken to prevent cross-connections'
and consequent contamination of the potable water supply. When
different uses are made of potable supplies, and the require-
ments dictate, care shall also be taken to prevent cross-
contamination of these supplies. Practices recommended in AWWA
Manual Ml4 shall be followed, and backflow prevention devices
meeting AWWA Standard C506-69 shall be specified. Water
supplies to areas where radioactive materials are handled shall
be protected by approved air gap installation or backflow preven-
tion devices.
(b) Water supply requirements for fire protection systems are
covered in Chapter X of this Order.
DOE 6430.1
12-12-83
V-25
(2)
(3)
w
An entrance pressure of 80 pounds per square inch (psi) on the
domestic water service shall be the maximum pressure allowable
without the installation of a pressure-reducing valve. Processes
requiring higher pressures shall be isolated from the general
service facilities to conserve water and to provide better opera-
ting conditions. A minimum terminal pressure for fixtures shall
be maintained (e.g., wall-hung water closets may require 25 psi
and lavatories may require 8 psi). Where this pressure cannot be
obtained by gravity, a satisfactory system shall be specified for
maintaining adequate flow at proper pressure.
Plumbing and Storage. Where the water pressure in the outside
mains cannot maintain the required flow and Pressure in the
extremities of the building system , suitable pumping facilities
be provided, such as:
shall
is
the
(a) Tankless water supply system using house booster pumps. Th
type system is desirable when a pressure shortage occurs in
main for a short period or where an increase of pressure is
required on a system with a good average water demand.
(b) A pneumatic water system. This system is advantageous where
the water demand is intermittent, to relieve strain on the pumps
and piping.
(c) A high-level water booster system with adequate water storaye.
This should be considered for multistory buildings. Usually a
downfeed system will prove more economical with this type of
installation.
Domestic Hot Water Temperatures. b#neStiC hot water storage design
temperature shall be limited to 110 F. Cooking, process, laboha-
tory, or other special requirements for water in excess of 110 F
normally shall be provided by independent boosters to prevent unnec-
essary exposure of an entire system to excessive temperatures.
Circulating hot tater systems designed to provide a temperature
difference of 20 F maximum between the source and the return shall
be installed where justified for a process requiring immediate hot
water, or where an excessively long developed length of piping from
the source to the point of usage causes an unreasonable amount of
time to elapse before hot water becomes available (nominally 50 feet).
When hot water circulating systems are provided, they shall be
equipped with timers to shut down the circulating pump during unoccu-
pied periods; and the piping shall be insulated in accordance with
Federal Construction Guide Specification (F&S) Section 1516,
"Insulation of Mechanical Systems," Table II. Lavatory fixtures
shall use a single spray head type faucet that has a flow restrictor
to provide approximately 0.25 to 0.50 gpm water flow. Utility rooms
may have both hot and cold water for cleaning purposes.
V-26
DOE 6430.1
12-12-83
(4)
Hot Water Heating and Storage. The total demand for domestic hot
water for large bui 'ldings shall be estimated on the basis of the
designed occupancy, using the values in the ASHRAE Systems Volume for
each particular type of building. Hot water demand for small build-
ings (50 persons or less) may be estimated on the basis of fixture-
units. Individual studies shall be made for other facilities with
unusual or heavy demands. The selection of danestic hot water
heaters shall be based upon an economic balance of the maximum daily
demand, the maximum hourly demand, the first cost of equipment,
operating costs, availability and cost of fuel, the quality of the
water, and the space required. The economic and energy conservation
aspects of heating or preheating domestic hot water from waste heat
recovery or solar energy sources shall also be evaluated in the
selection of domestic hot water heating systems. Integration of
these factors will usually result in selection of one of the
following types:
(4
Indirect Equipment with Storage. In buildings where adequate
steam is available throughout the year, domestic hot water
normally shall be heated with steam, using a storage tank with
interior U-bend tube heating coils. Storage-type heaters may be
either vertical or horizontal depending upon available space and
other local factors. They shall be selected with a storage
capacity equal to one-half the estimated hourly requirement and
with a heating element having an hourly recovery capacity equal
to the estimated hourly requirement through the temperature
range established for the particular type of building. A tank
as near as possible to the computed size shall be selected;
however, the actual dimensions will be determined by space
conditions and the stock sizes available. If the storage
capacity of the selected tank is appreciably less than the
computed requirement, the size of the heating element shall
be based on a ratio of recovery to storage capacity of two-to-
one. The stock size heating element, next larger than computed,
shall be selected unless the computed rating is coincident with
the stock size.
(b) Instantaneous Heating Equipment. Where the hot water demand
is continuous with little fluctuation of reauirements or inter-
mittent and below 5 gpm and where steam is the most economical
heating medium available, a nonstorage, instantaneous heater
may be advantageous. Instantaneous heating equipment capable
of supplying large intermittent demands is available. The
economies of this type equipment should be evaluated.
(c) Integrally-Fired Direct-Storage Heaters. These heaters,
preferably fired by gas, are normally used in small buildings
where demand is small and intermittent. The heaters shall be
self-contained, storage-type, insulated, and metal-jacketed.
Where an unusual requirement precludes the use of any of the
above types of heaters, oil- and coal-fired heaters may be used
DOE 6433.1
12-12-83
V-27
to accommodate existing conditions, provided pollution control
standards are met. The need for chimneys, vents, and fuel
storage for gas, oil, or coal shall be considered in evaluating
equipment suitability. Oil, gas, or solid fuel installations
shall conform to NFPA Codes. Water heating by electricity shall
be restricted to small buildings with one or two lavatories, not
subject to frequent use, but requiring a ready supply of hot
water; or restricted to facilities where electricity is the only
readily-available and economic energy source. The design of any
hot water system shall include the required safety devices.
(5) Hot and Cold Water Supply Piping. Hot and cold water supply piping
shall be sized in accordance with the recommendations in the ASHRAE
Systems Volume and/or the National Plumbing Code (or local plumbing,
code, if applicable) using the fixture-unit rating method. The
values for fixtures not listed shall be obtained by comparison to
listed fixtures. In evaluating material for use in hot water distri-
bution systems, the effect of high temperature and the possible need
for an allowable increase in pipe sizing for scale accumulation shall
be considered. Where water characteristics may cause rapid deterio-
ration of the hot water system, the use of suitable water treatment
equipment shall be evaluated. Installation of a gravity or pumped-
circulating system shall be based..upon the comparative costs of the
two systems.
(6)
Water Fountains. Self-contained, mechanically-refrigerated cooler
ratings shall be certified by AR1 when tested in accordance with AR1
Standard 1010, "Drinking Fountains and Self-Contained Mechanically
Refrigerated Drinking-Water Coolers." In lieu of AR1 certification
the manufacturer shall submit a written certificate from a nationally
recognized independent testing firm to verify the manufacturers
ratings when tested in accordance with AR1 Standard 1010. Usually,
self-contained mechanically refrigerated drinking fountains are more
economical than wall-hung fountains supplied from a central chilled-
water system. Drinking fountain units shall comply with the require-
ments of the National Plumbing Code (or local plumbing code, if
applicable). Corridor locations should be recessed. Location and
types of fixtures shall meet applicable requirements for the
physically handicapped.
16. DISTRIBUTION SYSTEMS. Generally, for industrial facilities all interior
piping shall be run exposed, and all duct work shall be run exposed for forced
warm-air systems. Where piping and duct work are concealed, accessibility to
valves, dampers, control instruments, and so forth, shall be provided and
identified. Steam and water distribution piping systems shall be sized to
maintain flow below the velocities at which objectionable sounds and erosion
may occur in the system. Recommended design criteria are contained in the
ASHRAE Systems and Fundamentals Volumes.
V-28 DOE 6430.1
12-12-83
17. MECHANCIAL SYSTEMS INSULATION.
a. Insulation for ducts, piping, and heat-producing equipment shall be pro-
vided where resulting economies will offset the cost of the insulation
within its life expectancy, or where required to prevent damage or unsatis-
factory working conditions from heat or condensation. The insulation shall
be selected to obtain maximum economy with minimum maintenance, repair, or
replacement and comply with fire protection requirements. In economic
studies, the life expectancy of the insulation shall be assumed to be not
over 20 years for laboratory and administrative-type applications, and not
over 10 years for industrial process type applications. Insulation
(coverings and linings) shall conform to the requirements of NFPA 90A,
"Air Conditioning and Ventilation Systems." The flame spread and smoke
developed ratings shall be clearly labeled on the material to be specified,
procured, and installed. For additional design guidance, see the Thermal
Insulation Manufacturers Association (TIMA) "Economic Thickness Manual."
b. Pipe insulation and other similar insulating materials containing friable,
loose, or unbonded asbestos fibres shall not be used; except where no
alternative material is available or feasible for the particular applica-
tion and approval is obtained from the DOE health and safety authority
having jurisdiction , on a case-by-case basis. Similarly, insulating
materials where asbestos fibres have been modified by a bonding agent,
coating, or other manufactured treatment, shall not be used unless it can
be assured that during any use, handling, storage, disposal, processing or
transportation, airborne fibres will not be released in excess of allow-
able concentrations. All asbestos or asbestos-containing materials' usage
shall conform to the following Federal regulations:
(1) Title 29, Part 1910, Subpart Z, Section 1001, "Occupational Safety
and Health Administration Standards for Permissible Exposure to
Airborne Concentrations of Asbestos Fibres.:'
(2) Title 40, Part 61, Subpart B, "National Emission Standards for
Asbestos."
18. FIXED INTERIOR FIRE PROTECTION REQUIREMENTS. Criteria for interior fire
protection are contained in Chapter X of this Order.
19.
INCINERATORS. Waste incineration for individual facilities should not be
selected where other means of waste disposal will be suitable, and more
economical from a life cycle cost standpoint. Where incineration is required
for a number of dispersed facilities, consideration should be given to
providing a central incinerator capable of serving the entire complex. Where
the principal consideration is the protection of classified information by
destruction of paper documents, approved paper disintegrators should be
evaluated for use instead of incinerators. See paragraph 3b, in Chapter XI
of this Order for additional criteria.
DOE 6430.1
12-12-83
v-29
a. Incinerator Features and Combustion Auxiliaries. Incinerators shall be
designed to burn efficiently with minimum environmental impact. Considera-
tion shall be given to the use of auxiliary fuel and after-burners to
assure complete combustion and maintain in-flue gas temperatures at
sufficient level for odor elimination. Generally, incinerators having
capacities of 800 lbs/hr or more shall have fully automatic charging, and
have provisions for fly ash removal,
control. auxiliary firing, and automatic
Incinerators-to be used for the disposal of industrial wastes
other than wood-product materials general ly will require special design
based on the particular waste or combinat ion of wastes to be burned.
b. Draft Auxiliaries. All incinerators shal 1 be equipped with an automatic
draft regulator and shall be connected to a chimney, flue, or stack of
adequate height and cross section to provide ample draft for capacity
operation. Adequate air shall be supplied to the incinerator to assure
complete combustion. Incinerator design generally shall include
controlled secondary air supply.
c. Flue Gas Cleaning and Smoke Detection. The need for flue gas cleaning
devices, emission (opacity) monitors and alarms, and gas and particulate
analyzers, will depend on the type of waste(s) to be incinerated, facility
location, and applicable pollution control regulations and standards.
Such devices are recommended for incinerators where the potential exists
for overloading with resultant incomplete combustion, and associated
potential for violating emission standards.
d. Equipment Selection and Pollution Control. Basic data for design of
incinerator facilities is contained in the Environmental Protection Agency
(EPA) publication No. SW13TS, "Municipal Scale Incinerator Design and
Operation Manual," latest edition.
e. Fire Protection. Combustion controls and other features shall be in
accordance with NFPA 82, "Incinerators, Waste and Linen Handling Systems
and Equipment."
20. SYSTEM PERFORMANCE TESTS.
a. Complex mechanical environmental systems shall require system performance
tests to verify compliance with construction and operating requirements.
These tests should be performed by an independent testing organization.
Where testing organization services are used, the testing firm shall be a
member of the Associated Air Balance Council (AABC), or certified by the
National Environmental Balancing Bureau (NEBB), or meet the technical
standards for membership of the AABC as published in the AABC "National
Standards for Field Measurements and Instrumentation--Total System
Balance," except that affiliation with engineering firms may not preclude
their acceptance.
b. Testing procedures for air and water-side systems shall generally be
in accordance with the guidelines contained in the ASHRAE Systems Volume,
including the referenced detailed information from AABC, SMACNA, and CSI.
v-31-1
DOE 6430.1
12-12-83
C. Major equipment, e.g., water chillers, cooling towers, water pumps,
and central coil banks, should have permanently installed calibrated
devices to accurately measure water flow and temperatures. Pump curves
shall not be used for determining system flow quantities, although these
curves may be used for analyzing pump performance under varying operating
conditions. Typical testing devices include thermometer wells, gage
cocks, orifice plates, and venturi tubes. Location of measuring points
shall be identified on the construction drawings. Duct mounted air flow
monitoring devices may be used for measuring air volume flows where
limited duct space and/or configuration restrict the use of pitot tube
traverse procedures.
d. Where feasible, and warranted by the mechanical environmental systems'
complexities, the selected testing firm should also be utilized in the
review of the mechanical systems drawings and specifications prior to
construction in order to identify and correct design deficiencies that
could preclude or inhibit future adjusting, balancing, and effective
testing. Following acceptance of the testing firm's final systems opera-
tion report, all balancing devices (air and water) shall have their
settings permanently marked to permit restoration of original settings in
the event the control settings are altered.
21. OPERATING AND MAINTENANCE (08M) INFORMATION AND DATA. The construction
contractor or other designated party shall be required to prepare and deliver
to the DOE construction contracting officer (or designee) the following
operation and maintenance information, as a minimum. See paragraph 3m in
Chapter I of this Order for other criteria, n&M information and data require-
ments.
a. Schematic and one-line drawings of mechanical systems to assist in the
understanding of system complexity and purpose by facility operating and
maintenance personnel; and for record purposes.
b. Dimensional drawings and installation instructions.
c. Operating and maintenance instructions for equipment and systems.
d. Copies of equipment catalog data and a listing of spare parts.
e. Listing of special tools for adjustment and maintenance of equipment
and systems.
f. Final systems' performance test data that reflect technical compliance
with contract requirements.
9. Outline of color and legend code for building utility services (normally
the operating contractor estabishes the utility systems color coding to
assure onsite standardization).
I i
DOE 6430.1
12-12-83
CHAPTER VI
INTERIOR ELECTRICAL SYSTEMS
VI-1
1. COVERAGE. These criteria shall
service method and in the pl ann
be applied in the selection of the electrical
ing and design of interior, electrical systems
criteria for specific facilities are contained
for DOE facilities. Additional
in other chapters of this Order
exterior eTectrica1 systems are
, beginning with Chapter XVI. Criteria for
contained in Chapter VIII of this Order.
2. CODES, STANDARDS, AND GUIDES. In addition to the latest edition of the
National Electrical Code (ANSI/NFPA-70), the latest edition of the codes,
standards, and guides listed below shall also be followed.
a. National Fire Protection Association (NFPA) National Fire Codes.
b. American National Standards Institute (ANSI) Standards.
C. National Electrical Manufacturers Association (NEMA) Standards.
d. Institute of Electrical and Electronics Engineers (IEEE) Standards.
e. Underwriters Laboratories, Inc. (UL) Standards and "Product Directories".
f. Insulated Cable Engineers Association (ICEA) Standards.
!3* Factory Mutual (FM) "Approval Guide," and FM "Loss Prevention Data."
h. Illuminating Engineering Society (IES) Lighting Handbook.
i. DOE/EV-0051/l, "Electrical Safety Criteria for Research and Development
Activities," of 9-79.
j. Department of Labor, "Occupational Safety and Health Standards," Title 29,
Code of Federal Regulations (CFR), Part 1910.
k. General Services Administration, Federal Supply Service, "Federal
Standards" and "Federal Specifications."
1. Federal Construction Council, "Federal Construction Guide Specifications;"
and Technical Reports Number 46, "Diesel Engines for Use with Generators
to Supply Emergency and Short-Term Electric Power," and Number 42,
"Continuously Operating Diesel Engines for Electrical Power Generators."
3. PLANNING. Careful planning and design of electrical systems is necessary to
assure that initial and projected power requirements will be satisfied, with
regards to quantity, quality and reliability, and that safety, energy
conservation, and operating and maintenance requirements are being satisfied.
The National Electrical Code, ANSI/NFPA-70, establishes minimum standards of
I VI-2
DOE 6430.1
12-12-83
design that shall be followed. Where more stringent requirements are contained
in this Chapter VI, these requirements shall take precedence. Electrical system
materials and equipment shall conform to applicable standards of those organi-
tions listed in paragraph 2, above.
a. Electrical Loads. Estimated electrical loads shall be based on initial
power demands plus anticipated future load growth. Load diversity
factors shall be appropriately applied. For guidance see the
Institute of Electrical and Electronics Engineers (IEEE) Standard 141,
"Recommended Practice for Electric Power Distribution for Industrial
Plants," and IEEE Standard 241, "Recommended Practice for Electric
Power Distribution in Commercial Buildings."
b. Service Characteristics.
(1) Facility Service. In the selection of facility service voltage,
factors to be evaluated shall include the following:
(a) the initial and projected facility loads and load characteristics
(motor loads, lighting loads, and other loads and their propor-
tions to the total facility load);
(b) power utilization equipment characteristics as a function of
voltage;
(c) power quality and reliability needs of the facility;
(d) power supply options (from low voltage site distribution systems,
medium voltage primary distribution systems, or from commercial
utility systems);
(e) distance to the supply source(s);
(f) short circuit current characteristics of the power supply
system(s) at the point of facility; and
(9) investment and operating maintenance costs of power service
options and the facility's main service equipment.
1 For a facility where there is no equipment requirement for
three phase power and the facility load does not exceed 75
LVA, low voltage, single phase service (240/120-volt) should
be used.
2 For other facilities having loads on the order of 500 kVA or
less, low voltage, three phase service should be used.
Service at 480Y/277-volt should be
lower voltage, three phase service 9 iven preference over
e.g., 208Y/120-volt).
This is particularly appropriate from the standpoint of
economics, but also where there will be significant motor
DOE 6430.1
12-12-83
VI-3
loads to be supplied in the facility. From the standpoint of
internal facility power distribution system costs, alone,
there will seldom be sufficient reason for selecting the
lower voltage service. Lower voltage service distribution
system costs will be greater because of the higher current
required per kVA of load served and associated increased
circuit breaker ratings and conductor size requirements.
2 Higher voltage, three phase service (e.g., 2.4 kV, 4.16 kV,
or 13.8 kV) should be used for facilities having loads greater
than 500 kVA, and for loads less than 500 kVA where power
quality or reliability requirements, or the characteristics
of the load to be served, dictate the need. Consideration
should be given to the improved reliability and greater
voltage stability that can generally be expected from medium
voltage primary power supply, and to the size of the facility
motor loads that will need to be served. Motors in the range
of 150-200 hp and larger should be operated from a 2.4 kV or
higher voltage service, except where lower voltage service is
determined to be adequate and cost effective.
(2) Distribution Voltaqes. Voltages selected for internal power
distribution should be the hiqhest level consistent with the types of
loads to be served. A 480Y/2?7-volt system will generally be the
best selection for most facilities, particularly where a significant
portion of the facility load will be motor load. With this system,
small appliance loads, convenience outlets, and other loads requiring
lower voltage supply are served from dry-type 480-volt to 208Y/120-
volt step down transformers. Lighting loads will usually be supplied
at 277 volts. A 208Y/120-volt system may be the most economical
method for smaller facilities and where the major portion of the load
consists of 120-volt utilization equipment, and the average length of
feeders is less than 200 feet. For facilities having loads of 75 kVA
or less, and no requirements for three phase service, as identified
in paragraph 3b(l)(a), above, the conventional 240/120-volt single
phase internal distribution system would be used.
C. Power Supply Reliability.
(1)
Where operating continuity or health, safety, or security requirements
will require greater power supply reliability than can be assured by a
single incoming power service, or a single service in combination with
a standby source of emergency power to supply vital systems and equip-
ment, dual incoming power services may be needed. Where dual services
are to be provided, the capacity of the second service, for automatic
or manual load transfer features will depend upon the specific operat-
ing continuity or health, safety, or security requirements. If pro-
vided, the dual services should be sufficiently separated, physically,
to minimize the possibility of simultaneous service outages from
I vr-4
DOE 6430.1
12-12-83
natural or other causes, and should be supplied from separate substa-
tion or generation sources where this degree of electrical supply
separation is feasible and justified.
(2) In lieu of providing dual incoming services, a single service supplied
from a looped distribution system (e.g., medium voltage primary looped
distribution system), having the necessary automatic or manual sec-
tionalizing features to provide the degree of power supply reliability
needed for the facility, may be adequate. But, in this case special
attention will need to be given to the reliability of the single
incoming service.
(3) The need for multiple transformer-switchgear service equipment, to
assure power supply continuity within the facility during scheduled or
emergency equipment outages, also needs to be evaluated.
d. Emergency Power Requirements. The need for an emergency power system shall
be evaluated by identifying those system or equipment components whose
operating continuity is vital for safeguarding health, life, property, and
accomplishment of operating requirements. The type of emergency power
source to be provided will depend upon the operating needs of the system or
equipment served. Where generator systems are to be provided, they shall
meet the criteria in paragraph 4b, below. Storage battery systems, or
small storage battery-inverter systems, will have application as an
emergency power source for alarm and control systems, communications
systems, and limited-size emergency lighting systems.
e. Power Quality Requirements. Power quality requirements for systems and
equipment within the facility shall be evaluated, and the necessary
provisions made to minimize adverse effects of voltage level variations,
transients, and alternating current frequency variations 'on critical or
sensitive equipment operation.
(1) Large building loads such as central air conditioning equipment or
other repetitive "start-stop" types of equipment such as elevators,
should be supplied directly from low impedance power sources; i.e.,
having a sufficient degree of electrical isolation to minimize their
operating impact on critical or sensitive equipment, building lighting
systems, and so forth.
(2) For equipment requiring a high degree of voltage and frequency stabi-
lity in power supply and/or requiring operating continuity through
periods of short-term power outages, such as computer/automatic data
processing systems, vital control systems, or systems critical to
safety, an uninterruptible power supply (UPS) system may be provided.
It is important that careful attention be given in the selection and
application of these systems. The services of qualified engineers in
UPS applications, and in the applications of existing or new emergency
DOE 6430.1 VI-5
12-12-83
engine-generator systems as backup protection to these or other
critical loads, should be utilized to assure that the systems selected
will satisfy the operating requirements.
f. Operating and Maintenance Requirements. Facility planning shall include
consideration of operating and maintenance requirements for electrical
systems and equipment for the life of the facility. Safety of life for
facility occupants, the public, and for operating and maintenance person-
nel, and protection of property are two of the most important factors in
the planning and design of electrical systems. Simplicity of systems and
equipment operation shall be a principal objective. Design of the electri-
cal system shall include considerations for preventive maintenance, and for
repair and replacement of equipment. Safe accessibility for inspection and
repair are important considerations in selecting and locating equipment.
Space needs to be provided for inspection, adjustment, and repair in clean,
well-lighted, dry, ventilated, and temperature-controlled space. The
equipment should be located such that replacement, as well as repairs, can
be accomplished without the need for dismantling or removing other equip-
ment.
!J* . Energy Conservation. System planning, and equipment selections, shall
include consideration of energy conservation objectives to maximize
efficient energy usage, and to minimize energy losses within the electrical
system, on a life cycle cost effective basis.
h. Energy Management Systems and Devices.
(1) In the planning and design of interior electrical systems for DOE
facilities, and when existing facilities are surveyed for energy
conservation retrofit opportunities, compatibility with energy manage-
ment systems and devices and the potential benefits from their use
shall be considered.
(2) Criteria on energy management systems and devices are contained in
Chapter XIII of this Order.
i. Safety. For specialized research and development electrical equipment
and systems, where the nationally recognized codes and standards do
not provide sufficient coverage, careful attention shall be given in plan-
ning the electrical systems to assure that adequate electrical safety will
be achieved. More specialized criteria that cover these types of equipment
and systems are contained in DOE/EV-0051/l, "Electrical Safety Criteria
for Research and Development Activities."
4. SERVICE EQUIPMENT.
a. Main Service. Main service equipment shall be located in nonhazardous,
well-lighted, clean, dry, corrosion-free, ventilated, temperature-
controlled, and accessible space. Equipment shall be properly identified
by labeling or stenciling at the time of installation. Where indoor
transformer-switchgear vaults, indoor emergency power equipment rooms, Or
VI-6 DOE 6430.1
12-12-83
other large indoor equipment installations are included in the facility,
they shall be so located to provide direct access to outside open areas
for ease of equipment installation, and removal, and in such manner that
replacement, as well as repairs, can be accomplished without the need for
dismantling or removing other equipment.
(1) Metering. See paragraph 13 in Chapter XI II, of this Order for energy
metering requirements for new buildings and building additions.
Generally, conventional kilowatt-hour meters are appropriate for
measuring and recording electric energy use at the incoming power
service to the building and at the internal service point(s) to
distinct process loads. Where a facility load management program is
used, individually for the facility or as a part of a site load
management program, demand (kW1 metering capability may also be
needed. In the selection of metering devices, consideration shall be
given to their compatibility for use with an existing or projected
energy monitoring and control system (EMCS). Where a facility is to
be served directly by a local utility company, metering requirements,
equipment to be provided, and metering equipment locations shall be
coordinated with the supplying utility company. Factors affecting
metering requirements will include the applicable utility rate
structure, class of service, power demand and power factor penalties,
and other conditions of the service agreement.
(2) Switches. Service disconnect devices shall be located as close as
practical to the point of service entrance. Switching and switchgear
facilities and arrangements shall satisfy the system flexibility
requirements with minimum operating complexity.
(3) Transformers.
(a) The number of outdoor or indoor transformers provided for service
to or with in the facility shall be kept to the minimum necessary,
consistent with initial and projected facility loads and operat-
ing continuity or other critical requirements. Standard unit-
type substations shall be used, where feasible, for power
transformer installations. Power transformers shall be equipped
with integral forced air fan cooling, or with suitable provisions
for adding forced air cooling, and temperature indicators or
alarm features.
(b) Power and distribution transformers shall be furnished with
standard high voltage winding taps for voltage adjustment
purposes. Spare power transformers, or duplicate transformers
in a double-ended transformer/switchgear arrangement, should be
provided where operating continuity requirements or other
critical requirements dictate the need. Due consideration shall
be given to transformer maintenance requirements over the life
of the facility. Best current data should be used in estimating
the mean-time-between-failure (MTBF) for major transformer and
.
VI-7
(cl
switchgear equipment. The estimated life of equipment is a
function of the operating conditions to which the equipment
will be subjected, and the type and degree of inspection and
preventive maintenance to be provided, over the life of the
facility.
Indoor and outdoor dry-type and liquid-insulated transformer
installations shall comply with applicable requirements in
Article 450 of the National Electrical Code.
1
-
Flammable liquid-insulated transformers shall be located out-
side of buildings wherever feasible. If located indoors,
their installations shall be in accordance with the vault,
automatic fire suppression, ventilation, drainage, and other
requirements of Article 450-26. Outdoor installations of
flammable liquid-insulated transformers shall comply, at a
minimum, with the requirements of Article 450-27. Particular
attention should be given to separation from buildings and
combustible material, and the need for fire-resistant
barriers, automatic water spray systems and oil-spill contain-
ment. Where water spray systems are provided, they shall
comply with NFPA 15 requirements. Where high fire point
liquid-insulated transformers are to be used indoors, their
installations shall conform to the requirements in Article
450-23. These transformers have been designed to replace
askarel-insulated transformers, and the high fire point
liquid-insulating dielectrics are less flammable than the
mineral oil used in oil-filled transformers but not as
fire-resistant as askarel.
2 A major component of any askarel fluid has been polychlori-
- nated biphenyl (PCB), a chemical compound that has been
designated by the Environmental Protection Agency as a harmful
environmental pollutant. Because of environmental objections
to the sale, use, and disposal of PCBs, such nonflammable
liquid-insulated transformers are generally no longer avail-
able for purchase. See EPA regulations on the handling and
use of PCB liquids, in 10 CFR 761, "Polychlorinated
Biphenyls." Current Federal standards require, in any case,
that liquid insulated transformers (and other liquid-insulated
electrical equipment, such as capacitors) not contain PCBs or
similar known environmental/health hazards beyond the toxic
limits of 50 ppm. Therefore, selection of transformers will
usually be limited to the flammable liquid-insulated type,
high fire point liquid-insulated types, or the dry-type. How-
ever, dry-type transformers still have size limitations. In
the planning and design of transformer installations, and
particularly for either of these liquid-insulated types,
advice and guidance shall be obtained from the DOE fire
protection authority having jurisdiction.
VI-8 DOE 6430.1
12-12-83 .
b. Emergency Power Systems. Emergency power systems, or "standby systems" (if -
legally required), shall conform to requirements in Article 700, Emeryency
Systems," Article 701, "Legally Required Standby Systems," and Article 517,
"Health Care Facilities," the National Electrical Code, as appropriate.
The systems shall also conform to applicable requirements in NFPA 101,
"Life Safety Code." Design should conform to IEEE Standard 446, "Kecom-
mended Practice for Emergency and Standby Power Systems."
(1) Where emergency generators are required , combustion enyine-yenerators
or gas turbine-generators may be provided. Steam turbine-generators
may also be provided where feasible, and where there is a continuous
steam supply. Where combustion engines are to be used, diesel engines -
shall usually be provided. For small loads (e.g., less than 25 kVA),
gasoline or liquified petroleum gas (LPG) engines may be used, where
the increased fire/explosion hazards can be controlled adequately.
(2)
These types of equipment shall be carefully sized to satisfy only
the requirements for safeguarding health, life, property, and
critical operations, and to provide effective security of DUE
facilities. For guidance in the selection of diesel engines, see
Federal Construction Council (FCC) Technical Report No. 46, "Diesel
Engines for Use with Generators to supply Emergency and Short-Term
Electric Power." For longer-duration emergency power requirements,
see FCC Technical Report No. 42, "Continuously Operating Diesel
Engines for Electrical Power Generators."
(3) Equipment selected shall have electrical output characteristics and
quality of power supply (i.e., voltage and frequency stability) to
satisfy the power requirements of the loads to be served.
(4) Engine or gas turbine units, including fuel supply and exhaust
systems, and appurtenances, and their installation, shall conform
with the requirements of NFPA 37, "Installation and Use of Stationary
Combustion Engines and Gas Turbines."
5. WIRING METHODS AND MATERIALS. All wiring methods and materials shall comply
with the National Electrical Code (NEC). Electrical materials and equipment
shall also conform to applicable standards of the Underwriters' Laboratories,
Inc. (UL), or other recognized testing agencies or laboratories, to the maximum
extent practicable. .
a. Wiring Methods. Wiring systems shall be designed so that all components /
operate within their capacities and with allowances for anticipated load
growth. I
(1) Emergency power and emergency lighting circuits shall not be run
in the same conduit or raceway with normal power or lightiny
circuits. Consideration shall be given to complete physical separa-
tion, including routing.
(2) Feeder and branch circuit voltage drops should not exceed NEC
recommended values.
(3)
Feeder circuits for power supply to essential services, such as
alarm and building evacuation lighting systems, fire pump equipment,
and essential telecommunications services may be connected to the
power service, with separate disconnect switch and overcurrent
protection on the line side (incoming side) of the main power
service disconnects. Auxiliary power services for these essential
services may consist of emergency standby generators or unintertup-
tible power supplies.
b. Wiring Materials.
(1) Conductors.
(a) Conductors for interior electrical systems shall be copper;
except that aluminum conductors of No. 4 AWG and larger sizes
may be used.
1
For aluminum conductors, special attention shall be given in
selection of proper cable connectors (terminators). Set-screw
terminators shall not be used. Anti-oxidant joint compounds
recommended by the manufacturer shall be used to assure the
maintenance of high conductivity and prevention of corrosion.
Terminators shall be UL listed aluminum, factory filled with
anti-oxidant compound, marked "AL-CU" for use with either
copper or aluminum, compression type for use with manufac-
turer's recommended tooling; or other UL listed types approved
for use on aluminum, and recommended for the specific applica-
tion. Antioxidant compounds used shall be compatible with the
conductor insulation. For additional guidance on terminating
aluminum conductors, and connecting aluminum terminating lugs
to copper or aluminum pads and use of Belleville washers, see
Chapter 10, "Cable Systems, ' of IEEE Standard 141.
2 For existing aluminum conductor terminations that do not meet
these criteria, and where overheating and related hazard
potentials exist, consideration shall be given to retermi-
nating with the proper connectors. Where this may not be
feasible in confined spaces, the provision of aluminum-to
copper transition sections, and use of the simpler copper
cable terminators, should be considered.
(b) Conductors for power and lighting branch circuits shall be
No. 12 AWG, minimum.
I VI-10
DOE 6430.1
12-12-83
(c) Conductors for control circuits should be No. 14 AWG, minimum.
Conductor sizes for remote-control signalling and power limited
circuits, fire protection signalling systems, and communication
circuits, shall be in accordance with NEC Articles 725, 760,
and 800.
(d) Electrical branch circuit and interior supply-side circuit con-
ductors shall be suitably color coded, or otherwise labeled, in
such manner to be consistent with National Electrical Code
requirements and with any existing color coding or labeling
system used at the particular site for ungrounded circuit
conductors. This coding or labeling shall identify voltage
levels, the grounded conductors, the equipment grounding
conductors, and ungrounded single-phase or polyphase conductors.
The color coding for low voltage electrical systems, shown
below, is suggested for use where it does not conflict with
existing color coding systems for ungrounded circuit conductors
at the particular site.
1 For 240/120-volt, single-phase, systems:
Grounded neutral - white
Grounding conductor - green or bare
One hot (ungrounded) conductor - brack
One hot (ungrounded) conductor - red
2 For 208Y/120-volt, 3-phase, systems:
Grounded neutral - white
Grounding conductor - green or bare
One hot phase (ungrounded) conductor - black
One hot phase (ungrounded) conductor - red
One hot phase (ungrounded) conductor - blue
3 For 480Y/277-volt, 3-phase, systems:
-
Grounded neutral - gray
Grounding conductor -
One hot phase
One hot phase (ungrounded) conductor - orange
One hot phase (ungrounded) conductor - m
(2) Raceways.
(a) Selection and installation of raceways elbows, couplings, and
other fittings shall be in accordance with the provisions of
the National Electrical Code, with the following restrictions:
1 Neither aluminum conduit nor electric metallic tubing (EMT)
- shall be embedded in concrete or buried in earth.
DOE 6430.1
12-12-83
VI-11
2 Only noncombustible raceway shall penetrate fire-rated walls,
floors, or ceilings. Raceway penetrations shall be suitably
sealed to maintain the established fire ratings.
3 Surface Wireways (National Electrical Code Article 3521,
- Multioutlet Assemblies (Article 3531, and Wireways (Article
362) shall not be wall or partition mounted at elevations
less than 4-feet above floor level unless suitable protection
against physical damage is provided.
(b) Conduit and other raceways embedded in concrete or masonry
should be adequate in number and capacities for the initial and
projected facility requirements. Embedded conduits shall be not
: less than 3/4 inch in size.
(cl
The newer intermediate ferrous metal conduit (IMC) shall be used
in lieu of conventional rigid ferrous metal conduit wherever
feasible. Both are recognized in the National Electrical Code
as equivalent for use, and IMC has significant purchase cost
advantages. Because of the lesser wall thickness and somewhat
different material properties of IMC as compared to rigid ferrous
conduit, the IMC manufacturer's recommendations for conduit
threading and bending need to be followed. Greater consideration
also needs to be given to the use of rigid aluminum conduit,
except for the restriction in paragraph (Z)(a)l-, above.
(d) Electric metallic tubing (EMT) shall also be considered for wider
use, in lieu or rigid metal conduit or IMC, except where the
conduit would be subject to severe physical damage or corrosion
damage, including the use restriction in paragraph (2)(a)l_,
above. ! 2
(3) Panelboards and Circuit Breakers.
(a) Low voltage panelboards for lighting and power distribution
should be of the dead front type in NEMA 1 general purpose
enclosures, or in higher NEMA-rated enclosures as required for
the conditions to be encountered.
(b) Branch circuit breakers should be of the bolt-on, thermal
magnetic, molded case, overload and short circuit type; with a
minimum trip rating of 20 amperes and a minimum interrupting
rating of 10,000 amperes. The use of molded case circuit
breakers in panelboards should be limited to no greater than
the 1,200 ampere trip-rating size.
(c) Where molded case circuit breakers of the "systems type" of from
1,200 to 4,000 ampere trip-rating sizes are to be used, they
should be of the drawout type, with contacts accessible for
inspection and replacement, and with suitable ground fault
protection features.
VI-12 DOE 6430.1
12-12-83
(4) Receptacles. All electrical receptacles shall be specification grade
and standard NEMA configuration types.
6. INTERIOR LIGHTING.
a. Lighting Levels. In the design of interior lighting systems, non-uniform
lighting principles shall be applied, consistent with the lighting conser-
vation policies for existing lighting systems in the Federal Property
Management Regulations (FPMR), 41 CFR Subchapter D, Part 101-20.116-2. The
50-30-10 foot candle illumination standards (for work stations, work areas,
and nonworking areas) shall be adhered to in the design of new lighting
systems or alterations to existing systems, to the extent feasible. Where
higher levels of illumination are determined to be necessary for, special-
ized tasks, or for personnel safety or security reasons, they shall be pro-
vided. In these cases, however, the illumination levels should not exceed
the applicable recommended levels of the Illuminating Engineering Society
(IES), as contained in the latest edition of the IES Lighting Handbook,
ANSI/IES RPl," Practice for Office Lighting," and ANSI/IES RP7," Practice
for Industrial Lighting. Where higher illumination levels are required,
consideration shall be given to providing local or task-supplemental
lighting to minimize general overhead lfgiiting requirements.
b. Fixtures.
(1) For general requirements, fixtures shall be of standard, high-
efficiency commercial grade. Emphasis shall be placed on energy-
efficient fixtures, selected on the bases of minimum life-cycle
costs and satisfaction of visual task requirements. Proper considera-
tion shall be given to glare and color rendition.
(2) For fixtures located in high value areas, and in exits, stairways,
ramps, elevators, and landings, the diffusers and lenses shall be of
noncombustible materials.
(3) For ballast lighting fixtures, the ballasts shall be UL listed,
thermally protected, and shall conform to CBM-ETL (Certified Ballast
Manufacturers-Electrical Testing Laboratory) requirements.
C. Exit Lighting. Exit and emergency lighting systems shall be provided in
accordance with NFPA Code No. 101, "Safety to Life from Fire in Buildings
and Structures." Special attention shall be given to emergency lighting
requirements in windowless buildings.
7. GROUNDING. System and equipment grounding shall be in accordance with the
National Electrical Code. The voltage difference between noncurrent-carrying
metal parts and ground shall be essentially zero to minimize personnel hazards.
Grounding conductors shall have adequate capacity to carry the maximum avail-
able fault current and be large enough to withstand possible physical and
corrosive damage. Ground resistance should be as low as practicable and, in
no case, exceed generally accepted values for the application. For reference,
see IEEE Standard t142, "Recommended Practice for Grounding Industrial and
Commercial Power Systems."
DOE 6430.1
12-12-83
VI-13
8.
SYSTEM AND PERSONNEL PROTECTION.
-
a.
System Protection.
(1)
Circuit breakers, fuses, and related protection equipment shall be so
selected, sized and sequenced in their operation as to limit damage
to system components and power interruptions within the facility when
abnormal conditions such as overloads, voltage surges, and electrical
short circuits occur. The protection equipment shall have adequate
load current capacities and adequate fault current interrupting
ratings for the initial and projected loads and available short
circuit currents. For design guidance, see IEEE Standard 242,
"Recommended Practice for Protection and Coordination of Industrial
and Commercial Power Systems", IEE Standard 141, "Recommended Practice
for Electric Power Distribution for Industrial Plants", and IEEE
Standard 241, "Recommended Practice for Electric Power Systems in
Commercial Buildings."
(2) Where the available short circuit currents in new facilities will
present problems that cannot be technically or economically resolved
by the use of currently-available circuit breakers and switchgear,
the use of short circuit current reducing methods such as those
listed below shall be considered.
(a) Provide current-limiting fuses for general reduction of short
circuit duty. Determine the maximum let-through current from
the fuse characteristic curves, considering both light load and
full load conditions. The effective value of the maximum
current so determined will serve as the basis for determining
the interrupting ratings of other protection equipment on the
load side of the current-limiting fuses.
(b) Provide current-limiting reactors, high impedance busway, or
obtain the additionally-needed impedance by the strategic
selection of circuit lengths and cable sizes. The additional
system voltage drops attendant with the use of these methods
should be given proper consideration.
(c) For existing facilities, where the available short circuit
currents have reached or exceed the interrupting ratings of
installed protection equipment, consideration should be given
to the feasibility of upgrading the existing equipment to
increase their short circuit interrupting ratings or providing
current-limiting fuses, or other features, as described above,
before replacing the equipment.
(3) Requirements for ground fault protection, as well as overcurrent and
phase-to-phase fault protection, should be considered. Article
230-95 "Ground Fault Protection of Equipment," of the National
Electrical Code, requires that ground fault protection be provided
for solidly grounded wye electrical services of more that 150 volts
VI-14 DOE 6430.1
12-12-83
to ground, but not exceeding 600 volts phase-to-phase, for each
service disconnecting means rated 1000 amperes or more, with two
listed exceptions. This requirement most specifically applies to
480Y/277-volt grounded systems. See Article 230-95 for this, and for
other associated requirements that need to be satisfied where ground
fault protection is provided.
b. Personnel Protection. In locations where the provision of electrical
receptacles and use of low voltage equipment result in inherent personnel
shock hazards from the possible line-to-ground passage of stray current
through the human body, ground-fault circuit-interrupters (GFCI) shall be
provided in accordance with the National Electrical Code and Occupational
Safety and Health Standards (29 CFR Part 1910) at a minimum.
(1) These devices shall be UL listed and capable of detecting the passage
of stray currents to ground and interrupt the circuit or circuits at
sufficiently low milliampere levels and with sufficiently short milli-
second interrupting time to protect human life.
(2) Particularly hazardous areas include those where electrical tools and
appliances, electrical laboratory apparatus, or other fixed and port-
able electrical equipment are used, and where there is a probability
of physical contact with fixed electrical ground points or surfaces
by equipment operators. The most common are kitchen areas, bathrooms,
laboratory areas, and other areas where installations of sinks,
plumbing, laboratory benches, workbenches, and so forth, provide
exposed electrical ground points and surfaces; and particularly in
basement areas and wherever moist or wet conditions exist within
buildings or in adjacent outside areas.
9. LIGHTNING PROTECTION. Criteria for lightning protection of buildings and other
structures and protection of incoming power services, are contained in Chapter
VII of this Order.
10. ENERGY CONSERVATION MEASURES. The following measures shall be given
consideration and adopted wherever practical in the design and construction,
or alteration, of electrical systems. This listing is not necessarily com-
. plete, and other electrical energy conservation methods that are determined to
have safe and practical application should also be considered.
a. Use higher distribution voltages, consistent with code and other safety
requirements.
b. Increase feeder and branch circuit conductor sizes, to reduce energy
losses in service lines to utilization equipment.
c. Reduce the length of branch circuit runs by locating power distribution
centers as close as practical to the loads.
d. Provide three-phase utilization equipment, rather than single-phase
equipment.
DOE 6430.1 VI-15
12-12-83
e. Design for balanced loads in three-phase systems (and correct experienced
unbalances during preoperational inspection and tests of new or altered
facilities).
f. Design for an overall facility load power factor of 85 percent or higher.
Provide capacitors on motors and other inductive loads that require power
factor correction. Provide power factor controllers for motors with
widely varying loads.
90 Size and select motors to match their shaft loads and to operate at
their most efficient load points.
h. Design motor-driven equipment to start in an unloaded condition, to reduce
starting power requirements. Two-speed motors should be considered for
HVAC applications to reduce energy consumption during nonpeak or off-duty
hours.
i. Provide higher voltage motors (e.g., 450-volt instead of 230 or 200-volt).
j. Provide high efficiency electric motors, and power and distribution
transformers.
k. For lighting systems:
(1) Provide highly flexible manua
permit turning off all unused
netting lighting system zones
where available.
(2) Install automatic photocontro
/automatic switching systems that will
or unnecessary lights. Consider con-
to a central supervisory control system
s on lighting circuits which control
__
interior lighting along exterior walls of facilities, where sunlight
transmitted through high bay windows will provide ample illumination
without artificial lighting. Automatic photocontrols should be Set
at 500 foot candles, outdoor exposure.
(3) Design for luminaire relocation flexibility to meet changing
operating requirements, and evaluate use of low-voltage switching
systems (24 volts or lower) for flexible switching capability.
(4) Provide high power factor ballasts (90 percent or greater) for fluo-
rescent and other ballasted lighting units.
(5) Provide multi-level ballasts to permit varying lumen output for fix-
tures. Provide multi-level ballasts or properly sized ballasts neces-
sary to safely add or remove lamps when tasks are changed in type or
location.
(6) Provide the most efficient luminaires, lamps, and ballasts.
(7) Provide luminaires having fluorescent lamps with higher
lumens-per-watt output, such as those listed below, after giving
proper consideration to lamp life, and lamp and fixture costs.
VI-16
DOE 6430.1
12-12-83
(a) One a-foot, 800 ma, high-output lamp instead of three 4-foot,
430 ma rapid-start lamps.
(b) One 4-foot rapid-start lamp or one U-tube lamp instead of
two 2-foot preheat lamps.
(cl
Reduced wattage lamps. Follow the manufacturer's recommenda-
tions in the application of reduced-wattage fluorescent lamps.
Their operation is more sensitive to lower ambient temperatures
(generally below 60' F), or where strong air drafts may blow
directly on exposed lamps, than with the more standard fluores-
cent lamps. These reduced-wattage lamps have best application
indoors, but even here, a night-time "set-back" of building
temperatures below 60' F could adversely affect lamp starting
and operation. However, before ruling out their use, proper
consideration needs to be given to the net energy savings that
might still be achieved with the use of these lamps. For
example, while it may be necessary to increase building
temperatures sooner (before daytime building occupancy) to
assure proper lamp operation before the building is occupied,
there may still be overall net savings in building energy use
and energy costs.
(8) Design lighting for the tasks, and locate luminaires as directly
over the task area as practical, within the limits of the luminaire
supporting systems.
(9) Use higher lighting circuit voltages (e.g., 277-volt systems),
together with low voltage (24-volt) switching systems.
(10) Provide more energy-efficient lamps (e.g.; metal halide or high
pressure sodium vapor). Note that in the application of high-
intensity discharge (HID) lamps , such as high- or low-pressure
sodium vapor and metal halide, it is important to keep in mind that
people will not perceive color warnings and other safety-related
information in these lighting environments in the same manner as
under incandescent or flourescent lighting. These HID energy-
conserving lamps do not have the same color-rendering properties as
do some traditional but less-energy efficient light sources. While
incandescent lamps emit energy throughout the visible region of the
spectrum, and wave lengths produced result in easy recognition of
the reds, greens, oranges, and blues, low-pressure sodium vapor
lamps emit most of their energy in an extremely limited portion of
the spectrum (i.e., yellow or yellow-orange light). Typical safety
signs and other safety-related signs (excluding traffic signals or
other signaling devices that have their own internal light sources
which emit either red or green light) and posted information
will appear quite different than under more conventional
lighting environments. Significant personnel/ communication
safety problems can result, and life safety of personnel and
other operating safety requirements need to be fully considered,
DOE 6430.1
12-12-83
VI-17 (and Vi-18)
11.
when evaluating and selecting from these possible lighting alter-
natives. In addition, monochromatic light sources in the yellow
range should not be a primary light source in continuously occupied
areas requiring repetitive visual tasks, based on recently reported
physiological problems associated with such use.
(11) Evaluate use of greater contrast between task lighting (work
station) and background lighting (work area), such as g-to-1 and
l&to-l, consistent with safety and operating requirements.
INFORMATION REQUIREMENTS FOR SYSTEMS OPERATION. The design contractor,
construction contractor, or other designated party shall be required to
prepare and deliver to the DOE construction contracting officer (or designee)
final, "as-built," schematic and one-line electrical diagrams, load-flow and
short circuit analyses, operating instructions, equipment descriptions, system
and equipment load capacities, short-circuit interrupting ratings of protec-
tive devices; or other engineering information that will be required for
system operation and maintenance purposes, as appropriate to the project. See
Chapter I of this Order for additional operating and maintenance (O&M) data
requirements.
DOE 6430.1
12-12-83
CHAPTER VII
VI I-l
INTERIOR TELECOMMUNICATIONS AND ALARM SYSTEMS
1. COVERAGE.
a. These criteria shall be applied in the planning and design of service
entrances, cable riser and distribution systems, terminal and equipment
closets, and similar facilities which prepare buildings to receive tele-
communications and alarm systems employing wire lines. These systems
include interior telephone, fire and securit,y alarm and supervisory,
intercom, paging, public address, warning and evacuation and miscel-
laneous other telecommunications and alarm services. These criteria do
not apply to the design of telecommunications equipment or circuits, to
wiring for temporary use of portable telecommunications and signal equip-
ment, to conduit for instrumentation systems used to monitor, measure, or
control process, production, or laboratory operations or building services
by other than telecommunications and alarm means, or to automatic data
processing equipment or electronic computers, except to the extent that
such devices utilize telecommunications channels for electrical transmit-
sion purposes.
b. For purposes of these criteria, cable riser and distribution systems
include cable slots, sleeves, trays and racks; concealed and exposed
conduits; floor-ducts, raceways and structural wireways; pull, junction,
and outlet boxes; and terminal, splicing, and wiring cabinets.
2. CODES, STANDARDS, AND GUIDES. The latest editions of the codes, standards, and
guides listed below shall be followed in designing supporting facilities for
interior telecommunications and alarm systems:
a. National Electrical Code, WSI/NFPA-70.
b. National Fire Protection Association (NFPA) National Fire Codes.
C. National Electrical Manufacturers Association (NEMA) Standards.
d. Underwriters Laboratories, Inc. (UL) Standards and "Product Directories."
e. ANSI N2.3, "Immediate Evacuation Signal for Use in Industrial
Installations Nhere Radiation Exposure May Occur.'
f. ANSI/ANS 8.3, "Criticality Occident Alarm Systems."
9* American National Standards Institute (AMSI) Standards.
h. "Intrusion Detection Systems Handbook," SAND 76-0554.
i. Occupational Safety and Health Standards, 1910.165, "Employee Alarm
Systems."
DOE 6430.1
12-12-83
j. Factory Mutual (FM) "Approval Guide," and "FM Loss Prevention Data."
k. Documents useful in planning and designing supporting facilities for
interior telephone systems include Department of Army TM 11-486-4, and -5,
"Electrical Communications Systems-Engineering." Other similar planning
aids are available on request from many telephone companies. Specifica-
tions covering interior security alarm systems will be found in the DOE
"Intrusion Detection Systems Handbook," Volumes 1 and 2.
3. DOE DIRECTIVES. Other DOE directives to be followed in the planning and
design of interior telecommunications and alarm systems include the latest
editions and changes to those listed below:
a. DOE 5300 Series.
(1) DOE 5300.1A, TELECOMMUNICATIONS, of 11-16-81.
(2) DOE 5300.2A, TELECOMMUNICATIONS: EMISSION SECURITY (TEMPEST), of
8-30-82.
(3) DOE 5300.3A, TELECOMMUNICATIONS: COMMUNICATIONS SECURITY, of
12-7-83.
(4) DOE 5300.4, TELECOMMUNICATIONS: PROTECTED DISTRIBUTION SYSTEMS, of
10-28-81.
(5) DOE 5310.1A, TELECOMMUNICATIONS: DATA COMMUNICATIONS FACILITIES,
SERVICES, AND EQUIPMENT, of 9-3-82.
(6) DOE 5320.1A, TELECOMMUNICATIONS: SPECTRUM DEPENDENT SERVICES, of
9-21-81.
(7) DOE 5330.1, TELECOMMUNICATIONS: TELEPHONE SERVICES, of 7-31-80.
b. DOE 5600 Series.
(1) DOE 5632.1, PHYSICAL PROTECTION OF CLASSIFIED MATTER, of 7-18-79.
(2) DOE 5632.2, PHYSICAL PROTECTION OF SPECIAL NUCLEAR MATERIALS, of
2-16-79.
4. DESIGN. Important factors in the design of interior telecommunications and
-blarmsystems include:
a. Safety. Proper physical clearances or compartmentalization shall be
provl'ded from electric power conductors and other hazards. Minimum
separations between telecommunications and signal conductors (and
conduits), electric power condutors, and so forth, as set forth in the
National Fire Codes should be exceeded where more stringent requirements
are specified in other codes or standards in paragraph 2, above. Except
where open wiring is permitted for temporary use or special circumstances,
DOE 6430.1
12-12-83
VII-3
b.
C.
d.
e.
f.
!3-
conduit or other enclosed wireways shall be installed to provide the
necessary protection and facilitate installation, replacement, and exten-
sion of conductors. The National Electrical Code has certain prohibitions
on use of open wiring (i.e., wiring not installed in metallic tubing,
conduit, or raceway) in plenum ceiling spaces or other spaces used for
environmental air.
and -3d. For reference see NEC Articles 300-22 and 800-3a, -3c,
Flexibility. The size and arrangement of conduits, raceways, underfloor
ducts, and terminal and equipment closets shall provide adequate flexi-
bility and spare capacity to permit relocation, extension, and inter-
connection of telecommunications circuits. This requirement is primarily
applicable to telephone service in administrative office areas. Some
relocation of other telecommunications and alarm services, such as inter-
communications stations and security alarm facilities, should be
anticipated.
Accessibility. To facilitate access to telecommunication and alarm
systems components for purpose of installation and maintenance, cable
terminals and auxiliary station control equipment (such as line and
lamp relays, power supplies, and so forth) should be located in closets or
rooms outside regular working areas. Each closet and its contents shall
be readily accessible, with adequate working space and clearance from
all hazardous objects. Doors to equipment rooms, closets and cabinets
shall be equipped with locks for access control.
Spare Capacity. The cable riser and distribution system and the terminal
and equipment closets shall provide adequate spare capacity for increases
in the circuit requirements of telecommunications station equipment and
for the installation of new wireline services after initial occupancy.
Normal Power. Telecommunications and alarm facilities which provide
emergency services,
tion systems, such as fire and security alarm, warning and evacua-
and essential telephone, teletype, and radio services
shall be connected to the AC power service through separate disconnect
facilities ahead of the main power disconnect device.
Emergency Power. Although many telecommunications and alarm systems
employ central battery power during temporary interruption of the primary
AC power service, certain tributary devices (such as ringing and busy
lamps and line hold relays of key telephone instruments, smoke detectors,
and so forth) depend upon local 120-volt AC power supplies. If a dis-
tributed emergency ac power service is not practicable, local wet-cell
battery supplies anacinverters (converting DC power to AC power) shall be
provided at telephone equipment closets and for vital alarm systems sensing
devices.
Joint Use. Telephone circuits shall be used for other telecommunications
and alarm services to the maximum extent practicable. Where separate
conductors are necessary or justified, they should normally be routed
VII-4 DOE 6430.1
12-12-83
through the main telecommunications and signal conduit system. Separate
wireways and cabinets may be provided when necessary to meet security,
technical or code requirements, or to effect significant economics
in system costs.
h. Separation of Circuits. Adequate separation and isolation of telephone
circuitry from electric power and control system wiring shall be provided
to avoid-noise interference and crosstalk. -
i. Hazardous Locations. Telecommunications and alarm equipment and
conductors shall be located outside hazardous areas whenever practicab
Areas considered particularly hazardous include locations subject to
explosion, fire, flood, chemical fumes, excessive dust, radiation, or
le.
vibration and excessive electrical noise level. Where telecommunications
and alarm services must be extended into hazardous areas special
supporting facilities shall be provided, such as explosion-proof conduit
and housings, acoustical treatment, shock mounts, shielding, and so forth
to protect both the facilities and personnel.
Supporting facilities shall incorporate simplicity of
with special emphasis on locating the main telephone faciliti
for di;ect access from exterior service lines, and on ease of access
interior telephone station equipment and wireways.
es
to
k. Economy. Supporting facilities shall be designed to utilize standard
competitive materials and components, of adequate size, gauge and
quality, for economy in installation and use.
5. TELEPHONE FACILITIES. The initial and ultimate telephone requirements
for each work area, floor, and building shall be determined in accordance
with DOE 5330.1, TELECOMMUNICATIONS: TELEPHONE SERVICES. Supporting
facilities should be designed in accordance with paragraph 4, above, and
the following criteria. These criteria have particular application to '
office/administrative type buildings, but the design principles have
application to other types of buildings as well.
a. Building Service Entrance.
(1) Where the outside telephone distr
pole lines, aerial entrance cable
ibution cab 1
will norma 1
es are supported on
ly be provided to
the buildings. The type of building attachment required shall
conform to the standards of the serving telephone company. Building
anchorage and entrance sleeve may be provided by the Government
or by the telephone company but shall, wherever possible, be
installed during construction of the buildings.
(2) If future underground service is a reasonable assumption, at least
two capped conduits or sleeves shall be provided through the base-
ment wall at a below-grade depth as recommended by the serving
telephone company. When a building will be served underground from
DOE 6430.1
12-12-83
VII-5
overhead distribution plant, conduit shall be provided from the
building to a point two or three feet above ground level at the
service pole. A spare capped conduit or sleeve shall be provided
through the basement wall.
(3) In areas where the outside telephone plant is underground, at least
two conduits and one spare shall be provided from the building to
the nearest manhole.
41
Conduit shall be provided between the cable entrance location and
the main distributing terminal to protect the cable from physical
damage and electrical hazards. A 2 to 3 ft. space shall be provided
between the entrance duct and the building conduits. The internal
conduit shall be bonded to the building electrical ground. If the
entrance duct is metallic, the local telephone company practice shall
determine whether the entrance duct should be grounded or insulated.
In areas subject to direct-current electrolysis, there should be no
electrical continuity between cable sheaths and conduits in the
building and those exterior to the buildi w. The main distributing
terminal should be located on the ground floor or higher and as
near as practicable to the center of the building distribution
system. For buildings served by a cable of 202 pairs or less,
the main terminal may be wall mounted in a cabinet. For buildings
requiring more than 202 pairs, a terminal room or closet shall be
provided. The terminal area shall be accessible to telephone
personnel at all times, be properly lighted, well-ventilated, and
equipped with 120-volt AC duplex electrical outlets on a separate
20-ampere branch circuit. If the outside plant is aerial or subject
to contact with high voltages, a protect terminal is required. In
all cases, a suitable ground conductor (#6 AWG or larger stranded
copper insulated wire) shall connect the building electrical ground
to the terminal.
b. Cable Riser and Distribution Conduits and Closets.
. (1) Telephone riser cables shall normally be extended from the main
distributing terminal through conduits, sleeves, or shafts, to central
distribution closets on various floors of the building. Wherever
possible, risers shall be in vertical alignment with horizontal
distribution of feeder cables confined to the basement or first floor
level. Riser cables shall not be placed in elevator shafts.
(2) The central distributing terminals on each floor shall be mounted
on racks or in wall-hung cabinets. These floor terminals shall be
located in rooms or closets with adequate working space, lighting
and ventilation and with provision for future growth. One duplex
electrical outlet on a separate 20-ampere branch circuit will
normally suffice at these terminals. If telephone relay or similar
control equipment is to be located at the central distributing point,
additional electrical outlets will be required on an emergency power
source.
VII-6
DOE 6430.1
12-12-83
C. Station Control Equipment Closets or Cabinets.
(1)
(2)
(3)
Telephone instruments that incorporate push buttons, indicator
lamps, and so forth, require auxiliary relays and power supplies
within close proximity to operate the control and indicating mecha-
nisms. To consolidate the auxiliary relay and power apparatus, to
minimize the requirement for electrical outlets required for its oper-
ation, to avoid obstruction of usable office space, and to facilitate
access to the apparatus, these components should be located in tele-
phone equipment closets zoned to serve l,OOO-10,000 sq. ft. of usable
office area. Shallow closets may be used to serve areas up to 4,000
sq. ft. A closet serving 1,000 sq. ft. shall have minimum dimensions
of 18 in. in depth, 6 ft. 8 in. height, and 3 ft. in width. The width
should be increased 1 ft. 6 in. for each additional 1,000 sq. ft. of
floor area served. In areas of heavy communications density (over 10
lines per 1,000 sq. ft.), the shallow closet depth should be 24 in.
to 30 in.
Larger walk-in closets should be provided to serve 4,000-10,000
sq. ft. of floor area. Walk-in closets for 4,000 sq. ft. should be
at least 4 ft. deep, 6 ft, 8 in. high, and 4 ft. wide. Additional
lineal wall space of 1 ft. shall be provided for each additional
1,000 sq. ft. of floor area served. Where double doors are provided,
center posts shall not be used. Walls on which equipment is to be
mounted shall be prepared as required by telephone company standards.
Not less than two 120-volt duplex receptacles on a separate 20 ampere
circuit shall be provided in each closet. These receptacles shall be
connected to the emergency power source, if available. If a central
emergency power supply is not available and continuity of telephone
service is essential, a rectifier-battery-inverter arrangement shall
be provided to furnish local 120-volt AC power during interruptions of
the normal power service. Telephone equipment closets shall be
properly lighted, dry, well-ventilated, as dustproof as practicable,
and free from excessive heat or vibration.
Adjacent zone closets shall be interconnected with not less than
two l-I/2 in. conduits and each closet tied to its floor distributing
closet with conduits sized as required by the telephone company.
Where several telephone equipment closets are to be served by common
conduit from the central distributing terminal, at least three
l-1/2 in. or larger conduits shall be provided between closets.
Conduits should terminate in a protective bushing approximately 3 in.
above floor level, or below ceiling if run overhead. Where zone
closets are not practicable, floor standing cabinets with equivalent
dimensions and features shall be provided. In areas where telephone
instruments will not incorporate push buttons or indicator lamps,
terminal cabinets sized to serve 1,200-1,500 sq. ft. of floor area
may be substituted for the zone closets. Terminal cabinets should be
similarly interconnected and tied by conduit to the appropriate
central distributing terminal.
DOE 6430.1
12-12-83
VII-7
d. Station Conduit, Raceway, and Floor Duct.
(1)
(2)
Wherever practicable, underfloor duct and baseboard raceway shall
be specified to serve general office areas and other locations
of high telephone density where relocation of partitions, furniture,
and personnel are likely to occur. Where underfloor duct is
not practicable, baseboard wireways or wall mounted raceways,
installed flush if possible, shall be utilized. Aluminum conduit
shall not be embedded in concrete. Underfloor duct runs should be
spaced approximately 4.5 ft. on-center, with cross runs and junction
boxes approximately every 20 ft. In addition to the cross runs, not
less than three header ducts should be extended to zone equipment
closets, with one header extended to the duct run nearest the
perimeter wall.
One square inch, minimum, of raceway capacity shall be provided for
each telephone station, or for each 100 sq. ft. of floor area served.
Underfloor duct shall be not less than 3 sq.' in. in cross-section,
incorporate riser points at not less than 30-in. centers, and shall
be designed without offsets or bends. Risers or insets which
restrict the cable opening to less than 1.9-inch diameter shall not
be used. Normally, standard 2-inch pipe with an insulating top
bushing will provide adequate riser capacity at minimum cost.
Careful installation of underfloor ducts shall be specified to avoid
entry of dirt, debris or concrete, and thorough cleaning after
installation shall be required to remove obstruction and waste.
(3) In buildings to be served by two separate telephone sytems, duplicate
riser and distribution conduits and terminal cabinets normally will
be required. Terminal and equipment closets, underfloor ducts,
raceways, and conduits serving station outlets normally will be
shared by both systems.
e. Telephone Booths and Enclosures. Pay telephones with acoustic partitions
or booths will normally be provided by the telephone company to serve
employees and visitors. In large office buildings, recesses for one or
more booths and directory shelf shall be provided at suitable locations in
the corridors and at main points of entry for visitors. Telephone booths
require 120-volt electric receptacle for lighting and ventilation.
Interior booth recesses also require a lamp over the directory shelf. In
industrial areas, space for telephone booths should be provided at suit-
able locations, such as cafeterias, change houses, lunchrooms, and SO
forth. Where official telephones will be located in areas subject to high
noise levels, fully-enclosed or open-face booths should be provided.
f. Integral and Compatible Alarm Services.
(1) Many telecommunications and alarm services use telephone cable pairs
in their operation and therefore do not require separate distribution
facilities. These "integral" services include teletype, telegraph,
facsimile, low-speed data, telephoto, telemetry, remote dictation
VII-8
!3*
(2)
recording annunc iator, code call, te lautograph and Other remote
writing systems, master clock, radio remote control, and monitoring
circuits of security alarm and super visory systems. The initial and
ultimate circuit requirements for these services shall be included in
sizing the telephone cable riser and distribution system.
Other telecommunications and alarm services require low resistance
series circuits, employ high level audio signals or require broadband
or radio frequency channels or special wiring which cannot be accom-
modated in the regular telephone cables, but which, under proper
conditions, may share the same conduit system. These "compatible"
services include fire alarm and supervisory; intrusion detection
wiring; high-level intercom, paging, music distribution and public
address; closed circuit television; radio and TV receiving; warning
and evacuation horns or sirens; and highspeed data transmission
facilities. Such services will normally require separate riser and
feeder distribution conduits, boxes, and terminal cabinets. Joint
use of conduits, equipment closets, underfloor ducts and raceway
systems by telephone and other communications and signal conductors
is permissible if the "other" conductors are shielded, transposed, or
otherwise made electrically compatible; classified data or information
is not being transmitted; and the working capacity of the conduit
system is adequate to accommodate expected circuit requirements of
all systems involved. The National Electrical Code contains specific
prohibitions on mixing Class 2 or Class 3 power limited circuits in
raceways with other circuits. For reference see NEC Articles 725,
800, and 810.
Temporary and Special Wiring. Exposed conduit, open cable trays and racks,
and surface wireway may be used in areas where concealed wireways are not
practicable, except that over-the-floor wireways shall not be used in new
construction and their use should be avoided wherever possible in the
revision of existing facilities. Where they must be used, suitable
protection shall be provided to minimize the risks of personnel injury and
damage to the wireways. Open (unprotected) wiring should be permitted
only in structures provided for temporary use, such as construction
offices or other temporary buildings or in areas requiring telephone
service for very occasional and temporary periods.
6. FIRE ALARM AND SUPERVISORY FACILITIES. Fire alarm systems shall be designed
in accordance with NFPA National Fire Code requirements. Supporting facili-
ties shall be designed as described in paragraphs 4 and 5, above, and as
follows:
.
a. Use of Telephone Facilities. For office buildings, administrative areas
and, where applicable, for industrial plants, emergency reporting tele-
phones (meeting NFPA Code requirements and listed by UL or approved by
FM) may be provided instead of manual fire alarm pull boxes. Emergency
telephones for interior use shall be located and marked in accordance with
the rules for manual fire alarm boxes. Wherever practicable, emergency
DOE 6430.1 VII-9
12-12-83
.
reporting telephones shall be installed in open-faced flush housings
similar to the housings provided for elevator telephones. Emergency
reporting telephones shall be connected through the regular telephone
wireway system, except where separate conduit will result in significant
economies or substantially greater reliability. For low occupancy areas,
such as industrial occupancy areas equipped with a sprinkler system with a
waterflow alarm to the fire department, consideration may be given to the
use of the normal telephone system for reporting fires in lieu of
providing manual fire alarm boxes or specified emergency telephones.
b. Distribution Conduit and Cabinets. Building entrance facilities shall be
as specified for telephone entrance cable in paragraph 5, above. The main.
distributing terminal shall be located as near as practicable to the point
of entrance and the terminal cabinet shall be connected to the building
electrical ground. Although duct space in the telephone riser and distri-
bution system may be allocated for fire alarm and supervisory cables, a
separate conduit system is normally justified to minimize the length of
alarm conductors and restrict access to alarm circuits. Cables of fire
alarm and supervisory systems may, however, be extended through cabinets
or closets serving communications systems provided the alarm cables are
separated from other wiring and devices by conduit or partitioning or are
distinctively color-coded and identified.
C. Power Services. Although many fire alarm and supervisory sensing devices
are mechanically, hydraulically, or pneumatically actuated, certain devices
are electrically powered from local AC power sources. Where the operation
of such devices is essential during periods when regular power service may
be interrupted, emergency power service shall be provided.
7. SECURITY ALARM AND SUPERVISORY FACILITIES. Interior security alarm and
supervisory facilities include perimeter intrustion detection systems. protec-
tive alarms in vaults, rooms or areas or on safes and file cabinets, and
watchman tour supervisory systems. In some systems, manually operated shunts
on specific system parts are also electrically supervised. Conduit require-
ments for these systems shall be included in the design of new buildings and
additions. Applicable requirements in DOE 5632.1, PHYSICAL PROTECTION OF
CLASSIFIED MATTER, DOE 5632.2, PHYSICAL PROTECTION OF SPECIAL NUCLEAR MATERIALS
and SAND 76-0554, "Intrusion Detection Systems Handbook," shall be followed and
advice and guidance shall be obtained from cognizant DOE safeguards and security
personnel during planning and design.
a. Use of Telephone Facilities. Security alarm systems of the central station
type normally utilize a telephone cable pair between the central station
console and each protected area or zone.
(1) Telephone conduit shall be extended into structural vaults during
their construction to facilitate the provision of telephone or alarm
service.
VI I-10
DOE 6430.1
12-12-83
(2) Where the security alarm central station is located within the
protected building, a separate branch conduit may be required between
the alarm console or equipment rack and the nearest telephone
terminal.
(3) Local security alarm systems will not usually require connection to
the telephone system.
(4) Telephone cables and pairs used for alarm wiring shall not be marked
in such a way as to indicate their use for such wiring; i.e., markers
such as "pair number" may be used but the marker shall not be marked
"alarm system" or by any other similar method.
(5) Alarm system telephone pairs may be wired through frame rooms but
should not in any way be connected through switching equipment; i.e.,
these pairs must be dedicated direct pairs between the protected area
and the annuciator location.
(6) Spare pairs should be made available for expansion of alarm zones and
as available substitutes for deteriorated pairs.
b. Alarm System Conduit.
(1)
Security alarm systems shall be designed in accordance with Volumes 1
and 2 of the "Intrusion Detection Systems Handbook," (SAND 76-0554)
and direction from the cognizant DOE security personnel, including
methods of alarm system wiring, use of concealed or exposed conduit
or other raceway, and tamper indication features. Alarm wiring for
windows to be protected by contacts or foil should be brought to a
connection box at the mullion level of double sash windows or
at the center/side of fixed panes. Exceptions may be required for
casement windows and for special alarm arrangements.
(21 Alarm wiring for doors to be protected should be brought to a
connection box adjacent to the upper hinge (for protective wiring on
the door) and thence to a second flush box located over the door (for
the door position detector).
(3) Watchman tour signaling systems normally consist of electrical
transmitting stations at the start, midpoint, and end of each tour
supplemented by nonwired mechanical stations designed to permit
rearrangement by authorized personnel. In some instances, a system
employing all electrical stations may be required. Since tour
stations are wired in series and several tours may, in turn, be
connected in series, conduit to the electrical stations shall be
arranged accordingly. Conduit shall be aligned and sized to allow
the circuits for each tour to be brought out at the alarm console to
permit each tour to be individually tested and tours rearranged, if
necessary. Where watch tour circuits extended to a fire alarm console
for electrical supervision and recording of transmitted signals,
conduits may bypass the security alarm console if permitted by
IJOE 6430.1
12- 12-83
VII-11
security criteria. The use of telephone circuits or telephone
wireways is seldom suitable for watchman tour systems.
C. Power Services. Certain security alarm sensing devices require AC power.
Where emergency power is available, security alarm system receptacles
shall be connected to the emergency system.
8. INTERCOM, PAGING, AND PUBLIC ADDRESS FACILITIES. Requirements for intercom
paging, and public address (including music distribution) systems shall be
determined during facility planning. Design of supporting facilities shall be
in accordance with paragraph 4, above, and as stipulated below.
a. Use of Telephone Facilities. Intercom paging, and public address
tacllities shall be furnished by the local telephone system where feasible.
Where separate systems are found to be necessary or justified, telephone
circuits shall be utilized to the maximum practicable extent.
(1) Dial code-call systems employing chimes (or horns for high-noise
locations) may provide a paging service more economical than voice-
operated systems.
(2) Where telephone circuits are to be used for intercom, paging, or
public address systems, attention needs to be given to minimizing
crosstalk interference on other telephone circuits. The peak distri-
buted signal level should generally be limited to no greater than +2
decibels (dbm) as referenced to a zero dbm level of 1 milliwatt.
b. Conduits and Cabinets. Where separate conduits and cabinets for intercom,
paging, or pub1 JC address systems are required, they shall be located to
avoid interference with other telecommunications and signal service,
particularly crosstalk interference, and to provide adequate separation
and shielding from power conductors and devices. An adequate number of
properly dispersed medium-level transducers for paging and public address
systems is preferable to a minimum number of high-level sources.
: . WARNING AND EVACUATION SYSTEMS.
a. Interior warning and evacuation signal systems normally employ horns
or sirens supervised and controlled in a manner similar to a closed
circuit fire alarm system. The system shall provide for local initiation
and control of the warning and evacuation signals. Supporting facilities
shall be similar to those described for fire alan systems. For nuclear
facilities, immediate evacuation signaling and criticality accident alarm
systems shall meet the requirements of ANSI N2.3 and ANSI/ANS 8.3.
b. In multi-building plant areas the warning and evacuation systems within
certain buildings may require interconnection to permit control from one
or more remote locations. Remote control may be accomplished by landline
or by radio.
VII-12
(1
DOE 6430.1
12-12-83
If landline control is provided, telephone circuits are normally
used.
(2) If remote control by radio is provided, receiving equipment shall
be located as close as possible to the antenna, to minimize line
losses. The radio equipment may be unattended with output signals
extended through telephone circuits to the local warning and
emergency control ten ter. Power for the radio equipment shall be
provided from the emergency system.
C. Where buildings or plants receive warning signals from municipal, county,
State, regional, or national warning centers, connections are normally by
telephone line. Conduits permitting connections to offsite warning
circuits shall be provided where required.
10. ENERGY MANAGEMENT SYSTEMS AND DEVICES.
a. In the planning and design of new interior telecommunications and alarm
systems, or alterations or additions to existing systems, the need for
energy monitoring systems and devices as a part of, expansion of, or in
addition to such interior telecommunications and alarm systems shall be
considered.
b. Criteria on energy management systems and
Chapter XIII, of this Order.
devices are contained in
11. OTHER TELECOMMUNICATIONS SYSTEMS. The initia 1 and projected requirements
for other telecommunications systems shall be determined in accordance with
DOE 5300.1A, TELECOMMUNICATIONS. Supporting facilities shall be designed in
accordance with paragraph 4 and paragraph 5f, above. Secure communications
__
systems shall be in accordance with requirements contained in DOE 5300.314,
TELECOMMUNICATIONS: COMMUNICATIONS SECURITY. Other DOE Orders to be
followed in planning and design of telecommunications systems include DOE
5300.2A, TELECOMMUNICATIONS: EMISSION SECURITY (TEMPEST); DOE 5300.4,
TELECOMMUNICATIONS: PROTECTED DISTRIBUTION SYSTEMS; DOE 5310.1A, TELE-
COMMUNICATIONS: DATA COMMUNICATIONS FACILITIES, SERVICES, AND EQUIPMENT;
and DOE 5320.1A, TELECOMMUNICATIONS: SPECTRUM DEPENDENT SERVICES.
12. INFORMATION REQUIREMENTS FOR SYSTEMS OPERATION. The design contractor,
construction contractor, or other designated party shall be required to
prepare and deliver to the DOE construction contracting officer (or designee)
final, "as-built", schematic and one-line system diagrams, operating instruc-
tions, equipment descriptions and other engineering information that will be
required for operation and maintenance purposes. See paragraph 3m in
Chapter 1 of this Order for additional operating and maintenance data
requirements.
DOE 6430.1
12-12-83
CHAPTER VIII
VIII-1
EXTERIOR ELECTRICAL SYSTEMS
1. COVERAGE. These criteria shall be applied in the planning and the design of
onsite electrical systems, including power supply lines, switching stations
and substations, and exterior lighting systems. To the extent appropriate,
the criteria shall be applied to the design of offsite power supply systems
servicing DOE sites or facilities where design and construction are DOE-funded.
These criteria are not intended to supersede, or in any way override more
stringent electric power system design or construction criteria or standards
that are developed and used by any of the Department's Power Administrations.
2. CODES, STANDARDS, AND GUIDES. In addition to the latest edition of the
National tlectrlc Code (ANST/NFPA-70) and the National Electrical Safety Code
(ANSI C21, the latest editions of codes, standards, and guides listed below
shall also be followed:
a. National Fire Protection Association (NFPA) National Fire Codes.
b. National Electrical Manufacturers Association (NEMA) Standards.
C. Institute of Electrical and Electronic Engineers (IEEE) Standards.
d. Underwriters Laboratories, Inc. (UL) Standards and "Product Directories".
e. Illuminating Engineering Society (IES) Lighting Handbook.
f. American National Standards Institute (ANSI) Standards.
!3* Insulated Cable Engineers Association (ICEA) Standards.
h. Edison Electric Institute (EEI) Standards.
i. Department of Labor, "Occupational Safety and Health Standards," Title 29,
Code of Federal Regulations, Part 1910.
L Factory Mutual (FM) "Approval Guide," and FM "Loss Prevention Data."
3. PLANNING. Planning of exterior electrical systems is necessary to assure that
initial and projected power supply requirements will be satisfied, with
regards to, quantity, quality and reliability. Safety, energy conservation,
and operating and maintenance requirements should also be considered.
a. Power Supply.
(1) The individual maximum electrical loads of facilities to be served
shall be used as components of the total project or area loads.
Diversity between individual loads shall be evaluated and appropriate
I VIII-2
DOE 6430.1
12-12-83
diversity factors applied in determining the total estimated demand.
Future area or project load growth shall be evaluated and applied in
determining the power supply facilities' requirements.
(2) Unless required to assure power supply capability, achieve greater
economy in power costs, or achieve greater required reliability,
onsite central power generating stations shall not be provided
instead of purchasing power from an available offsite utility
company. Where an onsite central station is justified, it shall
be designed in accordance with established utility industry practices.
(3) The quality and reliability of the power supply shall be evaluated
against load requirements, with proper considerations given to
voltage and frequency stability and service continuity.
(a) Where loads will require a high degree of voltage and frequency
stability, the short-circuit capability (e.g., mVA. of short-
circuit availability at the service connection point) and
the stability of the supplying utility system shall be evaluated
to assure that adequate power quality can be provided.
(b) Where alternate supply voltages are available (e.g., 230 kV,
115 kV, 13.8 kV), the minimum acceptable voltage level commensu-
rate with adequate power supply capability and quality should be
selected to minimize construction costs for power lines and
voltage transformation stations.
(c)
Critical area or facility loads should be served by separate and
committed circuits. Where a high degree of service reliability
is required for operating or safety reasons, two separate supply
services shall be provided, physically separated and served from
separate supply sources, to minimize the possibility of simul-
taneous service outages from natural or other causes. In lieu
of providing two separate services, a single service supplied
from a looped transmission or distribution system having adequate
automatic or manual sectionalizing features may be adequate. In
such cases, special attention will need to be given to the reli-
ability of the single service.
(4) An overall load power factor of 85 percent or higher should be
achieved. Capacitors on inductive loads, should be provided as near
to the loads as practical.
(5) Details and costs of service connections, cost of service, provisions
for metering, and operating and maintenance requirements and respon-
sibilities shall be determined during negotiations with the
supplying utility company. See Chapter I of this Order for additional
requirements.
DOE 6430.1 VIII-3
12-12-83
b. Emergency Power Supply. Onsite emergency standby power generating
facilities may be provided to the extent necessary to satisfy health
and safety requirements, security and safeguards requirements, or critical
operating requirements.
4. SERVICE EQUIPMENT AND FACILITIES. Electrical supply facilities and overhead
and underground power and communication services shall be designed and,
constructed in compliance with the National Electrical Safety Code, ANSI C2.
a. Power Supply Lines.
(1)
Power supply lines shall be designed and constructed in accordance
with established industry practices, such as those utilized by local
utility companies, and existing conditions in adjacent areas and
communities. Wood pole lines should be used where existing power
supply lines are of similar construction or where installation is to
be made in remote, unsettled, or industrial areas, and where power
supply requirements can be adequately and economically satisfied
thereby. Maximum utilization should be made of single-pole
structures.
(2) When necessary to conform with local beautification programs,
consideration should be given to the use of attractive line support
structures, prior to installing transmission and distribution lines
underground. See Chapter I of this Order for additional information.
(3)
Joint use of poles, duct encasements and adjoining manholes for power
and communications distribution shall maintain safety standards and
limit electrical interference to a value which will result in satis-
factory communi.cations services. In the joint use of poles, either
for multiple electrical distribution services or for both electrical
and communications services, underbuilt lines or cables shall be of
vertical construction. Exceptions by the use of double-stacked
crossarm construction shall be permitted only where proper clearances
for bucket-truck hot line maintenance work can be assured.
(4) Where congested areas, safety, service continuity, or conformance
with good local practices dictate a need, primary and secondary power
distribution circuits (cables) shall be placed underground.
(a>
Underground distribution circuits may consist of direct buried
cable installations or cable installed in duct. The use of less
expensive direct buried cable and preformed manholes shall be
given proper consideration before resorting to duct, reinforced
concrete duct envelope, and manhole construction. The selection
of one method over the other shall include life-cycle cost
considerations, protection of underground cables from excavation
or other damage, ease of cable replacement, provision for
expansion, and circuit density. Generally, where there are
I VIII-4
DOE 6430.1
12-12-83
requirements for several circuits and connections in a rela-
tively small area or where service reliability is a prime
consideration, cable in duct shall be used. Underground duct
envelopes should be color-coded to facilitate identification,
and electrical manholes shall be appropriately labeled.
(b) Direct buried cable should be used for single circuit
installations through areas not likely to be disturbed by
excavation and where service reliability is not of critical
importance. Where the hazards exist, direct burial cable shall
be protected from damage from burrowing animals by the use of
cable with steel armor, or cables shall otherwise be installed
in duct. Where direct burial cables are connected to above-
surface junction or terminating boxes, they shall be encased in
rigid steel conduit from the box to below ground level. Protec-
tive treated planks or precast reinforced concrete slabs should
be placed above direct-buried cables. See Chapter I of this
Order for additional criteria on underground services.
(5) Circuits, either overhead or underground, shall be arranged so
that relatively unimportant circuits will not jeopardize important
loads. Protective devices shall be provided and coordinated for
sequential operation from the load to the source. However, the use
of unnecessarily elaborate protection schemes shall be avoided.
(6) Industry "Preferred Standard" voltages shall be used, with a single
voltage in any classification in order to minimize stocks of spare
equipment required and to standardize operating and maintenance
practices and procedures.
b. Switching Stations and Substations.
(1)
(2)
Design shall be in accordance with established. utility industry
practices. When switching is the main function, circuit routings will
dictate the station location. When transformation is the main func-
tion, the substations shall be located so that the lengths of second-
ary feederlines are kept to a practical minimum. Stations should
generally be utilitarian in their design and construction. However,
when necessary to conform with local beautification programs,
consideration should be given to the use of low-profile switching
station and substation structures and the provision of visual barriers
at the perimeters.
Where not otherwise provided for billing purposes by a supplying
utility company, electric energy metering (kWH metering) should be
provided at each substation of 500 kVA or larger capacity. In
addition, when not required by the utility company, demand metering
(kW metering) may also be provided for site or area load management
purposes.
DOE 6430.1 VIII-5
12-12-83
(3) Equipment layout shall provide adequate working space for routine
testing and maintenance, replacement of equipment components, and
operating flexibility. All equipment shall be clearly labeled.
Safety signs and instructions shall be clearly posted.
(4) Grounding facilities, usually a buried, interconnected metallic
grid, shall provide a low resistance to ground and a safe voltage
gradient between all parts of the grounded system for all operating
conditions. See IEEE Standard 8142, "Recommended Practice for
Grounding of Industrial and Commercial Power Systems," and IEEE
Standard 80, "Guide for Safety in AC Substation Grounding" for
additional information.
(5) Lightning and surge protection shall be provided in such a manner that
the potential difference that can reasonably appear across the
terminals of a protected device is adequately below the basic
insulation level of the device.
(6) Substations or switching stations providing or distributing power
to critical facilities shall be located within the protected site
perimeter.
(7) Dikes and drainage provisions shall be made in transformer stations
as required with regard to the local "Spill Prevention Control and
Countermeasure Plan, in accordance with 40 CFR 112 regulations, "Oil
Spill Prevention."
5. EXTERIOR LIGHTING.
a. Lighting system design for roadways, walkways, vehicle parking areas, and
electrical switching stations and substations shall conform to applicable
recommendations in the Illuminating Engineering Society (IES) Lighting
Handbook, and ANSI/IES RP8, "Roadway Lighting."
b. Higher lumens-per-watt HI9 (High Intensity Discharge) lamps should be used
wherever feasible (e.g., metal halide or high- or low-pressure sodium
vapor lamps instead of incandescent lamps), for more effective lighting and
for energy conservation. See paragraph lOk(ll)), page VI-16,
Chapter VI of this Order.
C. Proper consideration shall be given to the use of higher voltage lighting
systems (e.g., 480Y/277-volt instead of 208Y/120-volt or 240/120-volt) for
greater system efficiencies.
d. Selective manual/automatic switching systems shall be provided for vehicle
parking area lighting, wherever practical, to turn off all unnecessary
lighting during inactive periods, consistent with safety and security
requirements.
VIII-6
DOE 6430.1
12-12-83
e. Design of protective lighting systems shall conform to applicable
recommendations in the IES Lighting Handbook, and ANSI/IES RPlO, "Practice
for Protective Lighting." Protective lighting shall comply with DOE safe-
guards and security requirements for physical protection of property,
classified matter and information, and special nuclear material. Special
requirements shall be determined by consultation with cognizant safeguards
and security personnel.
6. LIGHTNING PROTECTION.
a. Protection of Buildings and Structures. The need for lightning protection
of buildings and other structures shall be determined from an analysis of
such factors as the frequency of electrical storms, value of building
contents, the height of buildings and structures in relation to their
surroundings, hazards to personnel, and hazards related to the type of
materials and equipment to be housed and operations to be performed.
Generally, lightning protection systems should be provided for buildings
and structures over 50 feet in height, exhaust stacks, towers, water
tanks, and other tall structures; and for buildings containing facilities
for the use, processing, and storage of radioactive, explosive, and other
hazardous materials. However, it should be recognized that metal build-
ings and their contents may sometimes be made relatively lightning-proof
by adequate grounding (to earth) and bonding of the metal covering, without
recourse to more extensive overhead protection devices. Lightning protec-
tion systems shall be designed in accordance with the NFPA 78, "Lightning
Protection Code."
b. Protection of Services. Proper attention shall be given to the provision
of lightning protectors or other voltage surge limiting devices on
incoming electric power and communications services to buildings and other
facilities. This is particularly important for underground power cable
services that are connected to overhead power distribution lines, to
minimize the propagation of dangerous steep wave-front voltage surges.
7. INFORMATION REQUIREMENTS FOR SYSTEMS OPERATION. The design contractor,
construction contractor, or other designated party shall be required to
prepare and deliver to the DOE contracting officer (or designee3, final
"as-built" schematic and one-line electrical system diagrams and instructions
for normal and emergency operating conditions, including normal voltage levels
it
at all service points and substation buses; switching arrangements and oper-
ating instructions; equipment descriptions, load capacities, and short-circu
interrupting ratings; or other engineering information that will be required
for system operation and maintenance purposes, as appropriate to the project
See Chapter I of this Order for additional operation and maintenance data
requirements.
DOE 6430.1
12-12-83
CHAPTER IX
EXTERIOR TELECOMMUNICATIONS AND ALARM SYSTEMS
IX-1
1. COVERAGE. These criteria shall be applied in the planning and design of pole
lines, cable trenches, underground ducts, manholes, handholes, and similar
structures which guide and support exterior telecommunications and alarm cable
and wire systems. Design criteria pertaining to radio, television and micro-
wave towers and masts are contained in Chapter XXVI of this Order.
2. CODES, STANDARDS, AND GUIDES. The latest editions of the following codes,
standards, and guides shall be followed in the design of supporting facilities
for exterior telecommunications and alarm systems:
a. National Fire Protection Association (NFPA) National Fire Codes.
b. National Electrical Code, ANSI/NFPA 70.
C. National Electrical Safety Code, ANSI C2.
d. American National Standards Institute (ANSI) Standards.
e. Bell System Practices (AT&T Co., Standards)-Plant Series (for plant
leased from Bell Telephone System).
f. National Electrical Manufacturers Association (NEMA) Standards; and
ANSI/NEMA SB3, "Interconnection Circuitry of Noncoded Remote-Station
Protective Signaling Systems: Signaling, Protection and Communications
Apparatus."
9. Department of the Army TM 11-486-4, and -5 "Electrical Communications
Systems Engineering" (For other leased and government-owned plant).
h. "Intrusion Detection Systems Handbook," SAND 76-0554.
i. Factory Mutual (FM) "Approval Guide," and FM "Loss Prevention Data."
j. Underwriters Laboratories, Inc. (UL) Standards and "Product Directories."
3. DOE DIRECTIVES. Other DOE directives to be followed in the planning and
design ot exterior telecommunications and alarm systems include the latest
editions and changes to those listed below.
a. DOE 5300.1A, TELECOMMUNICATIONS, of 11-16-81.
b. DOE 5300.3A, TELECOMMUNICATIONS: COMMUNICATIONS SECURITY, of 12-7-83.
C. DOE 5300.4, TELECOMMUNICATIONS: PROTECTED DISTRIBUTION SYSTEMS, of
10-28-81.
IX-2 DOE 6430.1
12-12-83
d. DOE 5330.1, TELECOMMUNICATIONS: TELEPHONE SERVICES, of 7-31-80.
e. DOE 5632.1, PHYSICAL PROTECTION OF CLASSIFIED MATTER, of 7-18-79.
f. DOE 5632.2, PHYSICAL PROTECTION OF SPECIAL NUCLEAR MATERIALS, of 2-16-79.
4. DESIGN. Important factors in the design of pole lines, trenches, and duct
Systems for telecommunications and alarm facilities include:
a. Definition of the areas and locations to be served and determination of
their initial and ultimate requirements for telecommunications and
alarm services.
b. Selection of the most direct and practicable routes consistent with
existing installations, topography, site planning, and accessibility for
construction and maintenance.
C. Determination of the type of construction to be used (i.e., aerial, direct
burial, or underground duct) in accordance with service requirements,
relative overall economy of the installed plant, and reliability.
d. Allowance of adequate capacity in overhead services, number and size of
ducts, location and size of manholes, and so forth, to meet ultimate
anticipated service requirements.
e. Determination of required locations for cable terminals, load coils, gas
pressure points, alarm pull boxes, and so forth which may control pole
spacing, manhole location, and so forth.
f. Adequate clearance from buildings, above ground, and travelways; adequate
separation from electrical systems; and avoidance of hazardous locations.
9. Adherence to applicable limitations on length of pole spans and duct runs,
and on number and radius of conduit bends.
h. Proper grading of pole lines and ducts, and adequate ventilation and
drainage of manholes.
i. Proper sizing and guying of poles to meet applicable wind loading
criteria.
j. Adequate grounding for lightning and power line protection.
k. Economy of construction and maintenance through use of standard,
competitive materials and components of required size, strength, and
quality.
1. Adherence to attenuation requirements for magnetic fields, electric fields,
and plane waves for overhead pole lines and underground ducts Containing
conductors that carry classified data or information.
DOE 6430.1
12-12-83
IX-3
m. Maximum joint use of power-communications pole lines.
n. Color-coding of underground duct envelopes for identification, and
aboveground cable routing markers for unencased underground duct runs and
direct-buried cable. Markers shall not identify alarm cabling as such,
0. Where the hazards exist, direct burial cable shall be protected from
damage from burrowing animals by the use of cable with steel armor, or
cables shall otherwise be installed in duct.
P* Where direct burial cables are connected to above-surface junction or
terminating boxes, they shall be encased in rigid steel conduit from the
box to below ground level.
5. TELEPHONE LINES. Criteria for selection of telephone routes and design of pole
lines, cable trenches, and duct systems shall conform to "Bell System Practices,
Plant Series," for facilities leased from Bell Telephone Company, and to
Department of Army TM 11-486-4, and -5 for facilities leased from an indepen-
dent telephone company or for Federal Government-owned telephone plant.
6. FIRE ALARM AND SUPERVISORY SYSTEMS.
a. D&side cable plant for fire alarm and supervisory systems should normally
be designed in accordance with the standards for telephone cable plant. In
the joint use of poles for electrical power distribution and for supporting
fire alarm and telephone cables, the fire alarm cable should be placed
below the telephone cable for greater clearance from overhead power
conductors and reduced hazards to alarm cable workers. Underbuilt cable
runs shall be of vertical construction.
b. Fire alarm cables installed in underground ducts shall be distinctively
marked within manholes and handholes shared with other communications
cables.
C. Fire alarm pull boxes or emergency reporting telephones shall be installed
in weatherproof housings manufactured specifically for the mechanism. Out-
door pull boxes and telephones should be mounted on buildings, posts, or
pedestals rather than on line poles and should be served by underground
conduit. See NFPA 1221, "Standard for the Installation, Maintenance, and
Use of Public Fire Service Communications," Chapter 4, for additional
requirements.
7. SECURITY ALARM AND SUPERVISORY SYSTEMS Where feasible, telephone outside
plant should be used to provide security alarm and supervisory circuits
between buildings and plants and to exterior alarm installations. Applicable
requirements in DOE 5632.1, PHYSICAL PROTECTION OF CLASSIFIED MATTER, DOE
5632.2, PHYSICAL PROTECTION DF SPECIAL NUCLEAR MATERIALS, and SAND 76-0554,
"Intrusion Detection Systems Handbook," shall be followed in the planning and
design of these systems, incuding perimeter intrusion detection systems and
IX-4 DOE 6430.1
12-12-83
watchman tour stations. Advice and guidance shall be obtained from cogni-
zant DOE safeguards and security personnel during system planning and
design. Outside watchman tour systems normally consist of a minimum number
of electrical transmitting stations and/or related nonwired mechanical
stations. All exterior stations should be mounted in weatherproof housings
specifically designed for the equipment. Watchman tour stations should be
mounted on buildings, or on posts or stub poles not normally climbed by
lineman. Marking light or banding identification is not normally required.
a. SECURE COMMUNICATIONS SYSTEMS. Secure systems shall be designed in
accordance with appropriate requirements contained in DOE 5300.3A,
"TELECOMMUNICATIONS: COMMUNICATIONS SECURITY, and DOE 5300.4, TELECOMMUNI-
CATIONS: PROTECTED DISTRIBUTION SYSTEMS.
9. ENERGY MANAGEMENT SYSTEMS AND DEVICES.
a. In the planning and design of new exterior telecommunications and alarm
systems, or alterations or additions to existing systems, the need for
energy monitoring systems and devices as a part of, expansion of, or in
addition to such exterior telecommunications and alarm systems shall be
considered.
b. Criteria on energy management systems and devices are contained in
Chapter XIII of this Order.
10. INFORMATION REQUIREMENTS FOR SYSTEMS OPERATION. The design contractor,
construction contractor, or other designated party shall be required to
prepare and deliver to the DOE construction contracting officer (or designee)
final, "as-built," schematic and one-line system diagrams, operating
instructions, equipment descriptions, and other engineering information
that will be required for operation and maintenance purposes. See Chapter I
of this Order for additional operating and maintenance O&M data requirements.