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| DOE-STD-1020-2002
design, evaluation and construction requirements of varying conservatism and rigor are
established ranging from common practice for conventional facilities to practices used for more
hazardous critical facilities.
Four DOE Standards (DOE-STDS-1020, 1021, 1022, 1023) have been developed to
provide specific acceptance criteria for various aspects of NPH to meet the requirements of DOE
O 420.1 and the associated Guides. These NPH standards should be used in conjunction with
other pertinent documents which provide more detailed methods on specific NPH design and
evaluation subjects such as DOE guidance documents, consensus national standards, model
building codes, and industry accepted codes and specifications. Figure 1-1 presents a conceptual
NPH design frame work which identifies how the DOE standards are used to assess NPH design
requirements.
The following national consensus codes and standards should be referred to with this
standard:
ACI 318
Building Code Requirements for Reinforced Concrete
ACI 349
Code Requirements for Nuclear Safety-Related Concrete
Structures
ACI 530
Building Code Requirements for Masonry Structures
AISC N690
Nuclear Facilities - Steel Safety Related Structures for Design,
Fabrication, and Erection
AISC (LRFD)
Manual of Steel Construction, Load & Resistance Factor Design
AISC (ASD)
Manual of Steel Construction, Allowable Stress Design
AISC
Seismic Provisions
SAC
Guidance Documents FEMA 350, 351, 352, 353 (2000)
ASCE 4
Seismic Analysis of Safety-Related Nuclear Structures and
Commentary
ASCE 7
Minimum Design Loads for Buildings and Other Structures
ASME B31.4-95
Boilers and Pressure Vessels Code
ASME B 31.1-98
Power Piping
ASME QME-1
Qualification of Active Mechanical Equipment used in Nuclear
Facilities
IEEE 344
IEEE Recommended Practice for Seismic Qualification of Class IE
Equipment for Nuclear Power Generating Stations
NFPA 13-96
Installation of Sprinkler Systems
IBC 2000
International Building Code
1-2
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