ML23107A016
Text
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-1 Revision 36 Page 1 of 1 PALISADES SYSTEM OF CLASSIFICATION FOR STRUCTURES/SYSTEMS/COMPONENTS The information presented in this table is historic. See Tables 5.2-2, 5.2-3, 5.2-4, and 5.2-5 for current classification of SSCs.
Type Source Designation Original Design, Functional(a) 1980 FSAR, Appendix A Classes 1, 2 and 3 Original Design, Seismic 1980 FSAR, Appendix A Seismic Classes 1, 2 and 3 Original Design, Mechanical (b) 1980 FSAR ASME Section III-1965, Code Classes A, B and C or ASA B31.1 (1955)
Original Design, General 1984 FSAR Update CP Co Design Class Modifications Design, Seismic Regulatory Guide 1.29 Seismic Category I Service/Design for Electrical FSAR Update for Electrical Class 1E per IEEE 308 and IEEE 279 Equipment Equipment Resulting From SEP Program, EEQ and Other Reanalysis Maintenance/Inspection ISI Program ASME Section XI-2007 through 2008 Addenda, Code Safety Classification (Q-List)
Classes 1, 2 and 3 (or Quality Groups A, B, C and D)
Regulatory Guide 1.26 P&IDs Service/Accident 10 CFR 50.49 Environmentally Qualified (Post TMI)
Regulatory Guide 1.89 Safety Classification (Q-List)
Service/Accident Regulatory Guide 1.97 Category 1, 2, 3 and Types A, B, C, D and E (Post TMI)
Safety Classification (Q-List)
Generic Safety Related or Important to Safety (a) Mechanical equipment including electrical equipment supporting Class 1 mechanical equipment (b) See Table 5.2-3 for more detail
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-2 Revision 36 Page 1 of 3 STRUCTURES CLASSIFICATION BUILDING OPERATING RG 1.29 INTERPRETATION SEISMIC CLASSIFICATION (HISTORIC)
OPERATING CPCO DESIGN CLASS (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS1 DESIGN CODE CONTAINMENT (SHELL AND BASE SLAB)
Category I Class 1 AQ / Category I
- 1. Concrete ACI 318-63, ACI 301-66
- 3. Personnel Air Lock, Escape Air Lock, and Equipment Hatch ACI 318-63 ASME, Sec III, 1965
- 4. Pipe, Electrical and HVAC Penetrations2 ACI 318-63 ASME, Sec III, 1965 CONTAINMENT INTERIOR STRUCTURES Category I Class 1 NSR / Noncategory I ACI 318-63 AISC 1963 AUXILIARY BUILDING (Excluding Admin and Access Control Areas)
Category I Class 1 SR / Category I ACI 318-63 AISC 1963 1972 AUXILIARY BUILDING RADWASTE ADDITION Category I Class 1 AQ / Category I ACI 318-63 AISC 1969 1983 AUXILIARY BUILDING TSC /
Class 1 AQ / Category I ACI 318-77 AISC 1978
1SR=SafetyRelated;AQ=AugmentedQuality;NSR=Nonsafetyrelated;asdiscussedinSection5.2.
2SteamGeneratorBlowdownandRecircPenetrationEndPlatesareASMESectionIII,SubsectionNC,1986Ed.
3Informationnotlocated
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-2 Revision 36 Page 2 of 3 STRUCTURES CLASSIFICATION BUILDING OPERATING RG 1.29 INTERPRETATION SEISMIC CLASSIFICATION (HISTORIC)
OPERATING CPCO DESIGN CLASS (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS1 DESIGN CODE COOLING TOWERS Noncategory I Class 3 NSR / Noncategory I Basin not located; Cooling Tower Institute Standard Specification 137 UBC-64 for seismic and wind COOLING TOWER PUMP HOUSE Noncategory I Class 3 NSR / Noncategory I ACI 318-71 AISC 1969 UBC-64 for seismic and wind DISCHARGE STRUCTURE Noncategory I Class 3 NSR / Noncategory I UBC-64 for seismic and wind FEEDWATER PURITY BUILDING Noncategory I Class 3 NSR / Noncategory I UBC-64 for seismic and wind INTAKE STRUCTURE (Except as Noted)
Noncategory I Class 3 NSR / Noncategory I UBC (Unknown year)
- 1. Portion above Elevation 590 housing Service Water Pumps, Fire Pumps /
Drivers and Electrical Support Category I Class 1 AQ / Category I ACI 318-63 AISC 1963
- 2. Triangular portion below Elevation 590 adjacent to the intersection of Column /
Rows Y and 5 Category I Class 1 AQ / Category I ACI 318-63 AISC 1963 SERVICE BUILDING Noncategory I Class 3 NSR / Noncategory I UBC-64 for seismic and wind SUPPORTS FOR CLASS 1 MECHANICAL AND CLASS 1E ELECTRICAL EQUIPMENT Category I Class 1 Matches Table 5.2-3, 5.2-4, 5.2-5 designation for AISC 1969
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-2 Revision 36 Page 3 of 3 STRUCTURES CLASSIFICATION BUILDING OPERATING RG 1.29 INTERPRETATION SEISMIC CLASSIFICATION (HISTORIC)
OPERATING CPCO DESIGN CLASS (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS1 DESIGN CODE individual system /
component.
TURBINE BUILDING (EXCEPT AS NOTED)
Noncategory I Class 3 NSR / Noncategory I ACI 318-63 AISC 1963 UBC-64 for seismic and wind
- 1. Auxiliary Feedwater Pump Room Category I Class 1 NSR / Noncategory I ACI 318-63 AISC 1963
- 2. Electrical Penetration Enclosure Category I Class 1 NSR / Noncategory I ACI 318-63 CONDENSATE STORAGE TANK FOUNDATION Category I Class 1 NSR / Noncategory I ACI 318-63 PRIMARY SYSTEM MAKEUP TANK FOUNDATION (T-90)
Category I Class 1 NSR / Noncategory I ACI 318-63 SIRW TANK FOUNDATION Category I Class 1 NSR / Noncategory I ACI 318-63 UTILITY WATER TANK FOUNDATION (T-91)
Category I Class 1 NSR / Noncategory I ACI 318-63 AUXILIARY FEEDWATER PUMP P-8D ENCLOSURE Noncategory I Class 3 NSR / Noncategory I ACI 318-63
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 1 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE REACTOR COOLANT SYSTEM Reactor Vessel Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1965) - Class A Reactor Vessel Supports Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1965) - Class A Steam Generators - Tube Side and Primary Head Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1977) - Section NB Steam Generators - Secondary Side Category I Class 1 ASME III Class 2 NSR / Noncategory I ASME III (1977) - Section NC Steam Generator Supports Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1965) - Class A Pressurizer Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1965) - Class A ASA B31.1 (1955)
Primary Coolant Pumps (PCP)
Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1965) - Class A Standards of Hydraulic Institute (SHI)
ASA B31.1 (1955)
ASA B16.5 (1961)
Primary Coolant Pump Internals Category I Class 1 ASME III Class 1 NSR / Noncategory I Piping - PCS Hot and Cold Legs Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B31.1 (1955)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 2 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Interconnecting Piping of Systems That Form Part of Primary Coolant Pressure Boundary Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B31.1 (1955)
Pressurizer Surge and Spray Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B31.1 (1955)
Piping 3/4 Inch and Smaller Within PCB Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B31.1 (1955)
Pressurizer Relief Discharge Piping -
Upstream of Safety Valves Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B31.1 (1955)
Valves NSR / Noncategory I Pressurizer Safety Valves Category I Class 1 ASME III Class 1 NSR / Noncategory I Combustion Engg Spec M1-L-B Power-Operated Relief Valves Category I Class 1 ASME III Class 1 NSR / Noncategory I Combustion Engg Spec M1-L-B Block Valves Category I Class 1 ASME III Class 1 NSR / Noncategory I Other Valves Within Quality Group A Portions of PCPB Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B16.5 (1961)
MSS-SP-61 (1961)
ASA B31.1 (1955)
Code Case N-1, N-2 and N-10
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 3 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Other Valves Within Quality Group B Portions of PCPB Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B16.5 (1961)
MSS-SP-61 (1961)
ASA B31.1 (1955)
Code Case N-1, N-2 and N-10 REACTOR PRIMARY SHIELD COOLING SYSTEM Cooling Coils Noncategory I Class 3 Nonclass NSR / Noncategory I ASA B31.1 Cooling Pumps Noncategory I Class 3 Nonclass NSR / Noncategory I HIS, NEMA, ASA and ASTM Heat Exchanger Noncategory I Class 3 Nonclass NSR / Noncategory I ASME III, Class C, ASME VIII, Para UW-2, TEMA, Class C Surge Tank Noncategory I Class 3 Nonclass NSR / Noncategory I ASME III, Class C and ASME VIII, Para UW-2 Piping and Valves Noncategory I Class 3 Nonclass NSR / Noncategory I ASA B31.1, ASA B16.5 SAFETY INJECTION SYSTEM Refueling Water Storage Tank Category I ASME III Class 2 NSR / Noncategory I ASA B96.1 (1967)
ASME III (1977 and 78) Evaluated
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 4 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Safety Injection Tanks Category I ASME III Class 2 NSR / Noncategory I ASME III (1965) - Class C Interconnecting Piping and Valves Required to Perform Safety Injection Function Category I ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Interconnecting Piping and Valves Required to Perform Recirculation Function Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Long-Term Cooling Modification Category I Class 1 ASME III Classes 1 & 2 NSR / Noncategory I ASME/ANSI B31.1 - 1980 ANSI N18.2-1973 High-Pressure Safety Injection Pumps Category I Class 1 ASME III Class 2 NSR / Noncategory I ASME VIII (1965)
ASA B16.5 (1961)
SHI Low-Pressure Safety Injection Pumps Category I Class 1 ASME III Class 2 NSR / Noncategory I ASME VIII (1965)
ASA B16.5 (1961)
SHI
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 5 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE CONTAINMENT SPRAY SYSTEM Pumps Category I Class 1 ASME III Class 2 NSR / Noncategory I SHI, ASA B31.1, ASA B16.5 (1967 Inclusive)
Interconnecting Piping and Valves Required to Perform Spray Function Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Interconnecting Piping and Valves Required to Perform Test Function Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 CHEMICAL AND VOLUME CONTROL SYSTEM Regenerative Heat Exchanger Category I Class 1 ASME III Class 1 NSR / Noncategory I ASME III (1965) - Class C ASME III, Ap IX (1965 W67)
Letdown Heat Exchanger - Tube Side Category I Class 1 ASME III Class 3 NSR / Noncategory I ASME III (1965) - Class C ASME III, Ap IX (1965 W67)
Letdown Heat Exchanger - Shell Side (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME III - Class C
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 6 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Purification Filter (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME III - Class C Volume Control Tank (VCT) (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME III (1965) - Class C Charging Pumps (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME VIII (1965)
ASA B16.5 (1961)
Letdown Orifices (g)
Category I Class 1 ASME III Class 3 NSR / Noncategory I ASA B31.1 (1955)
Interconnecting Piping and Valves Required to Perform Letdown, Charging, and Supply of Makeup Water to Safety Injection and Refueling Water Tanks Functions (g)
Category I Class 3 Nonclass NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Concentrated Boric Acid Tanks (T-53) (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME III (1965) - Class C Boric Acid Filter (F-9)
Category I Class 3 Nonclass NSR / Noncategory I ASME III (1965) - Class C Concentrated Boric Acid Transfer Pumps (g)
Category I Class 3 Nonclass NSR / Noncategory I SHI, ASA B16.5 Boric Acid Blender (g)
Category I Class 3 Nonclass NSR / Noncategory I Combustion Engg Spec M1-H Bechtel Spec M-52
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 7 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Interconnecting Piping and Valves Required for Boric Acid Storage and Supply Function (g)
Category I Class 3 Nonclass NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Boric Acid Supply Lines (g)
Category I Class 3 Nonclass NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Purification Demineralizer (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME III (1965)
Deborating Demineralizer (g)
Category I Class 3 Nonclass NSR / Noncategory I ASME III (1965)
Interconnecting Piping and Valves Required to Perform Demineralizer Function (g)
Category I Class 3 Nonclass NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Auxiliary Pressurizer Spray Piping and Valves Category I Class 1 ASME III Class 1 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 8 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE SHUTDOWN COOLING SYSTEM Shutdown Cooling / Low Pressure Safety Injection Pumps Category I Class 1 ASME III Class 2 NSR / Noncategory I ASME VIII (1965)
ASA B16.5 (1961)
Shutdown Cooling Heat Exchanger - Tube Side Category I Class 1 ASME III Class 2 NSR / Noncategory I ASME III (1965) - Class C TEMA, Class R, 4th Edition, 1959 Shutdown Cooling Heat Exchanger - Shell Side Category I Class 1 ASME III Class 3 NSR / Noncategory I ASME III (1965) - Class C TEMA, Class R, 4th Edition, 1959 Interconnecting Piping and Valves Required to Perform Residual Heat Removal Function Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 COMPONENT COOLING WATER SYSTEM Pumps Category I Class 1 ASME III Class 3 AQ / Category I SHI, ASA and ASTM Heat Exchanger - Tube Side and Shell Side Category I Class 1 ASME III Class 3 AQ / Category I ASME III (1965) - Class C Surge Tank Category I Class 1 ASME III Class 3 AQ / Category I ASME III (1965) - Class C
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 9 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Interconnecting Piping and Valves Required to Service Quality Groups B and C System Components Category I Class 1 ASME III Class 3 AQ / Category I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 SERVICE WATER SYSTEM Pumps Category I Class 1 ASME III Class 3 AQ / Category I SHI, ASA and ASTM Strainers Category I Class 1 ASME III Class 3 AQ / Category I Bechtel Spec M-35 Interconnecting Piping and Valves Required to Service Quality Group C System Components Category I Class 1 ASME III Class 3 AQ / Category I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Noncritical Service Water Noncategory I Class 3 Nonclass NSR / Noncategory I HSI, ASTM ASA B31.1 (1955)
ASA B16.5 (1961)
Tie-In for Backup Supply from Fire Protection System Category I Class 1 ASME III Class 3 AQ / Category I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 10 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE SPENT FUEL POOL COOLING SYSTEM Cooling Pumps Category I Class 1 ASME III Class 3 AQ / Category I HSI Heat Exchanger Category I Class 1 ASME III Class 3 AQ / Category I ASME III, Class C and ASME VIII, Para UW-2 Recirc Booster Pump Category I Class 1 ASME III Class 3 NSR / Noncategory I HSI Demineralizer Category I Class 1 ASME III Class 3 NSR / Noncategory I ASME III, Class C and ASME VIII, Para UW-2 Piping, Valves, and Fittings (Except Reactor Cavity Tilt Drain Pipe, which is RG 1.26, Nonclass)
Category I Class 1 ASME III Class 3 AQ / Category I ASA B31.1 and ASA B16.5 MAIN STEAM SYSTEM Interconnecting Piping and Valves Comprising Main Steam Lines Extending from the Secondary Side of the Steam Generators up to and Including the Outermost Containment Isolation Valve in Each Main Steam Line and Connected Piping up to and Including the First Valve That is Normally Closed or Capable of Automatic Closure During All Modes of Normal Reactor Operation Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 11 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Main Steam Piping Outside Containment Between the Main Steam Isolation Valves and the Steam Takeoff Block Valves Category I Class 2 Nonclass NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Remainder of System Noncategory I Class 3 Nonclass NSR / Noncategory I Atmospheric Dump Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Safety Valves Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 to ASME Steam Generator Blowdown and Recirculation Lines, Extending from the Secondary Side of the SG through the Containment Penetration (for Piping from Outermost Containment Isolation Valve, Refer to Feedwater System)
Category I Class 1 ASME III Class 2 NSR / Noncategory I ANSI B31.1 - 1973 Design ASME III - 1986 Shop Fabrication and Materials Penetration USAS B31.1 - 1967 Installation CONDENSATE SYSTEM Noncategory I Class 3 Nonclass NSR / Noncategory I ASME VIII
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 12 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE FEEDWATER SYSTEM Interconnecting Piping and Valves Comprising Feedwater Lines Extending from the Secondary Side of the Steam Generators up to and Including the Outermost Containment Isolation Valve in Each Feedwater Line and Connected Piping up to and Including the First Valve That is Normally Closed or Capable of Automatic Closure During All Modes of Normal Reactor Operation Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 ASME VIII AUXILIARY FEEDWATER SYSTEM Pumps - Motor Driven Category I Class 1 ASME III Class 3 NSR / Noncategory I ASME III and VIII, 1969 Pumps - Turbine Driven Category I Class 2 ASME III Class 3 NSR / Noncategory I ASME III and VIII, 1969 Pump - Diesel Driven Noncategory I Class 3 ANSI B31.1 NSR / Noncategory I ANSI B31.1, 1973 Summer Addenda Condensate Storage Tank Category I Class 1 ASME III NSR / Noncategory I Bechel Spec C-18, Class 3 Interconnecting Piping Between Condensate Storage Tank and Valve Pit Wall Category I Class 1 ASME III Class 3 NSR / Noncategory I ASA B31.1 (1955)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 13 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Interconnecting Piping from Condensate Storage Tank Outside of Valve Pit, Except Auxiliary Feedwater Noncategory I Class 3 ASME III Class 3 NSR / Noncategory I ASA B31.1 (1955)
Interconnecting Piping and Valves Required to Supply Auxiliary Feedwater from Condensate Storage Tank to Steam Generators Category I Class 1 ASME III Classes 2 & 3 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Interconnecting Piping and Valves Required to Supply Steam from Main Steam System to Turbine-Driven Pumps Category I Class 1, 2, and 3 ASME III Classes 2 &3 NSR / Noncategory I FC-966 ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Tie-In for Backup Supply from Fire Protection System Category I Class 1 ASME III Class 3 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 CONTAINMENT PURGE SYSTEM Interconnecting Piping and Valves That Form an Extension of the Containment Boundary up to and Including the Outermost Containment Isolation Valve Category I Class 1 ASME III NSR / Noncategory I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 14 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE CONTAINMENT COOLING SYSTEM Containment Fan Coolers (Fans and Cooling Coils)
Category I Class 1 ASME III Class 3 NSR / Noncategory I Bechtel Spec M-59 and M-60A and FSAR Update Tables 6-9, 6-10, 9-16 Necessary Portions of System Ductwork and Dampers Category I Class 1 Nonclass NSR / Noncategory I CONTAINMENT ISOLATION SYSTEM Interconnecting Piping and Valves of the Reactor Coolant Pressure Boundary That Penetrate the Containment up to and Including the Outermost Containment Isolation Valve Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13 Interconnecting Piping and Valves of Quality Group B, C, or D System that Penetrate the Containment from the First Isolation Valve Inside Containment up to and including the Outermost Containment Isolation Valve Category I Class 1 ASME III Class 2 NSR / Noncategory I ASA B31.1 (1955)
ASA B16.5 (1961)
Code Cases N-1 Through N-13
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 15 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE FIRE PROTECTION SYSTEM Pump - Diesel Driven, Including Its Auxiliary Equipment and Associated Piping Noncategory I Class 2 Nonclass NSR / Noncategory I NFPA HSI 13, 1968 NFPA 14 NFPA 15, 1962 NFPA 20, 1959 NFPA 24, 1965 All Other Components Noncategory I Class 3 Nonclass NSR / Noncategory I NFPA HSI 13, 1968 NFPA 14 NFPA 15, 1962 NFPA 20, 1959 NFPA 24, 1965 FP Piping Within Intake Structure Noncategory I Class 2 & Class 3 (w/
seismic)
Nonclass NSR / Seismic (using existing analyses)
HSI AIR SYSTEM Plant Instrument and Service Air Noncategory I Class 2 & 3 Nonclass NSR / Noncategory I ASME VIII, ASA B31.1 High-Pressure Air Category I (f)
Class 2 Nonclass NSR / Noncategory I ASME VIII, ASA B31.1 Portion of HP Air Associated with Engineered Safeguards Category I (f)
Class 1 Nonclass NSR / Noncategory I ASME VIII, ASA B31.1
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 16 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE Nitrogen Backup Stations Station 1 to CV-0727 and CV-0749 (e)
Noncategory I Class 2 Nonclass NSR / Noncategory I Station 2 to CV-0522B (e)
Noncategory I Class 2 Nonclass NSR / Noncategory I
-Station 1A to CV-0847 Category I Class 1 Nonclass NSR / Noncategory I ASA B31.1 (1955)
-Station 3A to CV-3027 and CV-3056 Category I Class 1 Nonclass NSR / Noncategory I ASA B31.1 (1955)
-Station 3B o CV-0824 and CV-3070 Category I Class 1 Nonclass NSR / Noncategory I ASA B31.1 (1955)
-Station 5 to CV-3001, CV-3002, CV-3071 and CV-1211 Category I Class 1 Nonclass NSR / Noncategory I ASA B31.1 (1955)
Station 6, from North Electrical Penetrations to Check Valve Category I Class 2 ASME III Class 2 NSR / Noncategory I Station 7, from South Electrical Penetrations to Check Valve Category I Class 2 ASME III Class 2 NSR / Noncategory I Stations 6 and 7, from Check Valve to Nitrogen Bottles Noncategory I Class 2 Nonclass NSR / Noncategory I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 17 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE HVAC Portions of the System Important to Safety in the Following Areas: Control Room, Spent Fuel Pool, Radwaste, Auxiliary Feed Pump Room, Cable Spreading Room, Switchgear and Battery Room, Emergency Diesel Generator Room, Intake Room, Penetration and Fan Room Category I Class 1 N/A NSR / Noncategory I ASHRAE, Air Moving and Conditioning Assoc, NFPA Pamphlet 90A (Original)
Other Noncategory I Class 3 Nonclass NSR / Noncategory I SAMPLING SYSTEM Noncategory I Class 3 Nonclass NSR / Noncategory I FUEL HANDLING AND STORAGE Category I Class 1 Nonclass SR / Category I Tables 9-19 and 9-20 CIRCULATING WATER SYSTEM Cooling Towers Noncategory I Class 3 Nonclass NSR / Noncategory I UBC Makeup Pumps Noncategory I Class 3 Nonclass NSR / Noncategory I Piping Noncategory I Class 3 Nonclass NSR / Noncategory I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 18 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE RADIOACTIVE WASTE SYSTEM Liquid and Gaseous (Original)
Noncategory I Classes 1 & 2 ASME VIII NSR / Noncategory I ASME III, Class C, ASME VIII, ASA B16.5 Liquid and Gaseous (Modified)
-Components Added During July 1, 1973 Except Gas Decay Tanks Noncategory I Class 2 ASME VIII NSR / Noncategory I ASME III, Class 3 (1971), ANSI B31.1 (1967), API 620, API 650 (Both 1970)
-Processing Piping Noncategory I Class 2 ASME VIII NSR / Noncategory I ASME III, Class 3, 1971
-Gas Decay Tanks Class 3 ASME VIII NSR / Noncategory I Solid Radwaste (Original)
Noncategory I Class 1 ASME VIII NSR / Noncategory I Solid Radwaste (Modified)
-Tanks Noncategory I Class 2 API 650 NSR / Noncategory I API 650
-Heat Exchangers / Coolers Noncategory I Class 2 ASME VIII NSR / Noncategory I ASME VIII, 77, W79a
-Piping / Strainers / Pumps Noncategory I Class 2 ANSI B3.1 NSR / Noncategory I ANSI B31.1
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-3 Revision 36 Page 19 of 19 MECHANICAL SYSTEM/COMPONENT CLASSIFICATION
(a) Seismic category as identified in the Franklin Research Center Technical Evaluation Report TER-C5257-428 Pursuant to SEP Topic III-1 and other related materials. This column is intended for informational purposes only and is not intended to impose design requirements.
(b) Equipment classification was originally identified in the Palisades 1980 FSAR, APPENDIX A, and TER-C5257-428 and as modified by CPCo.
(c)
Class pursuant to the ASME B&PV Code,Section III, Division 1, Subsection NB, 1977 edition, 1978 addenda, as determined by TER-C5257-428, pursuant to SEP Topic III-1 and modified by CP Co.
(d) Current design requirements for non-PCS piping are reconciled to ANSI B 31.1, 1973 Ed with 1973 Summer Addenda. See Sections 5.10.1 and 5.10.2.
(e) Nitrogen Gas Backup Stations 1 and 2 reflect a seismic design from an earlier revision of the FSAR not consistent with the requirements in Section 5.2.2 of the current revision of the FSAR. The design of Stations 1 and 2 (FC-675) used 0.5 x OBE for seismic design.
(f)
Seismic Class I Supported from Receivers to Operators on Engineered Safe-guards Systems.
(g) CPCo Design Class and ASME / Reg Guide 1.26 Class for the Chemical and Volume Control System were revised per EAR-1999-0081 to reflect that the system is no longer credited in the Chapter 14 safety analyses.
(h) SR = Safety Related; AQ = Augmented Quality; NSR = Non-safety related; as discussed in Section 5.2.
SYSTEM / COMPONENT OPERATING SEISMIC CLASS PER RG 1.29 INTERPRETATION (a)
(HISTORIC)
OPERATING CPCO DESIGN CLASS (b)
(HISTORIC)
OPERATING CLASS PER RG 1.26 INTERPRETATION (c) (HISTORIC)
DECOMMISSIONING SAFETY AND SEISMIC CLASS (h)
DESIGN CODE DIESEL GENERATOR OIL STORAGE Supply Piping Category I Class 1 NSR / Noncategory I ANSI B31.1 Storage Tank Category I Class 1 NSR / Noncategory I UL 58
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-4 Revision 36 Page 1 of 5 ELECTRICAL SYSTEM/COMPONENT CLASSIFICATION(a)
(a) Safety Class 1E components are were Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; certain components are maintained Seismic Category I per EC92577.
(b) Refer to Chapters 7 and 8 for description of components listed.
(c)
Refer to Chapter 8 definition.
(d) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List). Following defuel, EEQ is no longer applicable and individual components are classified according to the equipment database.
(e) Components associated with the routing of plant circuits have been assigned safety classifications and channels consistent with the FSAR commitments. These assignments may be found in the Circuit\\Raceway Schedule database.
(f)
Containment Cooling Fan V-1A, V-2A, V-3A, and V-4A motors are Safety Class 1E. The motors for containment cooling fans V 1B, V 2B, V-3B, and V-4B are not Safety Class 1E.
(g) Charging pumps are supplied from a Safety Class 1E bus, but Chapter 14 safety analyses take no credit for them so they are not required to be Safety Class 1E.
SYSTEM / COMPONENT (b)
HISTORIC SAFETY CLASS 1E (a)(c)
DECOMMISSIONING SEISMIC CLASS
- 1.
Emergency Generators Generator Skids 1-1 and 1-2 Generator Control Panels (G20, G21, G30, G31)
Static Exciters (C22, C26)
Yes Yes Yes Noncategory I Noncategory I Noncategory I
- 2.
2400V Bus System 2400V Buses 1C and 1D (A11, A12)
Relay Test Panels (C18A, C19A)
Breaker Test Panels (C18, C19)
Terminal Panels Near Switchgear 1D (J9401, JL274, JL275)
Yes No No Yes Category I Noncategory I Noncategory I Noncategory I
- 3.
2,400/480 V Station Power Transformers Transformer 11 (X11)
Transformer 12 (X12)
Transformer 19 (X19)
Transformer 20 (X20)
Yes Yes Yes Yes Category I Category I Noncategory I Noncategory I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-4 Revision 36 Page 2 of 5 ELECTRICAL SYSTEM/COMPONENT CLASSIFICATION(a)
(a) Safety Class 1E components are were Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; certain components are maintained Seismic Category I per EC92577.
(b) Refer to Chapters 7 and 8 for description of components listed.
(c)
Refer to Chapter 8 definition.
(d) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List). Following defuel, EEQ is no longer applicable and individual components are classified according to the equipment database.
(e) Components associated with the routing of plant circuits have been assigned safety classifications and channels consistent with the FSAR commitments. These assignments may be found in the Circuit\\Raceway Schedule database.
(f)
Containment Cooling Fan V-1A, V-2A, V-3A, and V-4A motors are Safety Class 1E. The motors for containment cooling fans V 1B, V 2B, V-3B, and V-4B are not Safety Class 1E.
(g) Charging pumps are supplied from a Safety Class 1E bus, but Chapter 14 safety analyses take no credit for them so they are not required to be Safety Class 1E.
SYSTEM / COMPONENT (b)
HISTORIC SAFETY CLASS 1E (a)(c)
DECOMMISSIONING SEISMIC CLASS
- 4.
480 V Bus System 480 V Buses 11, 12, 19 and 20 Switchgear (B11, B12, B19, B20) 480 V Motor Control Centers 1, 2, 21, 22, 23, 24, 25 and 26 (B01, B02, B21, B22, B23, B24, B25, B26) 480 V Motor Control Centers 7 and 8 (B07, B08)
Pressurizer Heater Transformers 15 and 16 (X15, X16) 480 V Buses 15 and 16 Switchgear SCR Controls (B15, B16)
Control Rod Drive Transformers 1 and 2 (X45, X46)
Yes Yes No No No No Yes - B11 and B12 Only No Yes No No No
- 5.
125 V DC System Station Batteries and Racks 1 and 2 (D01, D02)
Battery Chargers 1, 2, 3, 4 (D15, D16, D17, D18)
DC Buses and Distribution Panels 1 and 2 (D10, D20, D11, D21, D11A, D21A)
DC Protection Panels 1 and 2 (JL258, JL259)
Diesel Fire Pump Batteries (D36, D38)
Data Logger Battery (D204)
Data Logger Battery (D205)
Data Logger Battery Chargers 1 and 2 (D206, D207)
NFPA 805 Dedicated Alternate Control Power (D222)
Yes Yes Yes Yes No No No No No Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-4 Revision 36 Page 3 of 5 ELECTRICAL SYSTEM/COMPONENT CLASSIFICATION(a)
(a) Safety Class 1E components are were Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; certain components are maintained Seismic Category I per EC92577.
(b) Refer to Chapters 7 and 8 for description of components listed.
(c)
Refer to Chapter 8 definition.
(d) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List). Following defuel, EEQ is no longer applicable and individual components are classified according to the equipment database.
(e) Components associated with the routing of plant circuits have been assigned safety classifications and channels consistent with the FSAR commitments. These assignments may be found in the Circuit\\Raceway Schedule database.
(f)
Containment Cooling Fan V-1A, V-2A, V-3A, and V-4A motors are Safety Class 1E. The motors for containment cooling fans V 1B, V 2B, V-3B, and V-4B are not Safety Class 1E.
(g) Charging pumps are supplied from a Safety Class 1E bus, but Chapter 14 safety analyses take no credit for them so they are not required to be Safety Class 1E.
SYSTEM / COMPONENT (b)
HISTORIC SAFETY CLASS 1E (a)(c)
DECOMMISSIONING SEISMIC CLASS
- 6.
120 V AC System Inverters 1, 2, 3, 4 (D06, D07, D08, D09)
Preferred AC Buses 1, 2, 3, 4 (Y10, Y20, Y30, Y40)
Instrument AC Transformers 1 and 2 (X21, X22)
Instrument AC Bus (Y01)
Bypass Regulator (Part of Y01)
Data Loggers Inverters 5 and 6 and Static Switch (Y210, Y220, Y230)
Data Logger Bypass Switch (S9003)
Yes Yes No No No No No Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I
- 7.
Electrical Control Panels Control Room Panel (C01) - Turbine Generator Controls Control Room Panel (C04) - Auxiliary Power Controls Control Room Panel (C51) - Switchyard Controls Partial (d)
Yes No Noncategory I Noncategory I Noncategory I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-4 Revision 36 Page 4 of 5 ELECTRICAL SYSTEM/COMPONENT CLASSIFICATION(a)
(a) Safety Class 1E components are were Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; certain components are maintained Seismic Category I per EC92577.
(b) Refer to Chapters 7 and 8 for description of components listed.
(c)
Refer to Chapter 8 definition.
(d) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List). Following defuel, EEQ is no longer applicable and individual components are classified according to the equipment database.
(e) Components associated with the routing of plant circuits have been assigned safety classifications and channels consistent with the FSAR commitments. These assignments may be found in the Circuit\\Raceway Schedule database.
(f)
Containment Cooling Fan V-1A, V-2A, V-3A, and V-4A motors are Safety Class 1E. The motors for containment cooling fans V 1B, V 2B, V-3B, and V-4B are not Safety Class 1E.
(g) Charging pumps are supplied from a Safety Class 1E bus, but Chapter 14 safety analyses take no credit for them so they are not required to be Safety Class 1E.
SYSTEM / COMPONENT (b)
HISTORIC SAFETY CLASS 1E (a)(c)
DECOMMISSIONING SEISMIC CLASS
- 8.
Electrical Raceways and Cabling Cable Trays Above Bus 1C Cable Trays at Tunnel Cableway (Room 332)
Cable Trays at North Penetration (Outside Containment, Cable Penetration Room)
Cable Trays at North Penetration (Inside Containment)
Cable Trays Over Cable Spreading Room Cable Trays at North Penetration (Inside Containment, on Shield Wall)
Cable Trays at Southwest Penetration (Inside Containment)
Conduits Yes Yes Yes Yes Yes Yes Yes Mix (e)
Conduits and cable trays in support of SWS, CCW, and SFPCS components are Seismic Category I.
Remainder of components are Noncategory I.
- 9.
Electrical Loads Primary Coolant Pumps Motors High-Pressure Safety Injection Pumps Motors Low-Pressure Safety Injection Pumps Motors Containment Spray Pumps Motors Charging Pumps Motors Concentrated Boric Acid Transfer Pumps Motors Component Cooling Water Pumps Motors Auxiliary Feedwater Pumps Motors Containment Cooling Fans Motors Service Water Pumps Motors No Yes Yes Yes No (g)
No Yes Yes Mix (f)
Yes Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Noncategory I Category I Noncategory I Noncategory I Category I
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-4 Revision 36 Page 5 of 5 ELECTRICAL SYSTEM/COMPONENT CLASSIFICATION(a)
(a) Safety Class 1E components are were Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; certain components are maintained Seismic Category I per EC92577.
(b) Refer to Chapters 7 and 8 for description of components listed.
(c)
Refer to Chapter 8 definition.
(d) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List). Following defuel, EEQ is no longer applicable and individual components are classified according to the equipment database.
(e) Components associated with the routing of plant circuits have been assigned safety classifications and channels consistent with the FSAR commitments. These assignments may be found in the Circuit\\Raceway Schedule database.
(f)
Containment Cooling Fan V-1A, V-2A, V-3A, and V-4A motors are Safety Class 1E. The motors for containment cooling fans V 1B, V 2B, V-3B, and V-4B are not Safety Class 1E.
(g) Charging pumps are supplied from a Safety Class 1E bus, but Chapter 14 safety analyses take no credit for them so they are not required to be Safety Class 1E.
SYSTEM / COMPONENT (b)
HISTORIC SAFETY CLASS 1E (a)(c)
DECOMMISSIONING SEISMIC CLASS
- 10. Equipment Qualified per EEQ (d)
Noncategory I (d)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 1 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
- 1.
Reactor Protective System Channels Inputs Nuclear Instrumentation Power Range Safety Yes Primary Coolant Flow Yes Pressurizer Pressure Yes Primary Coolant Temperatures Yes Steam Generator Level Yes Steam Generator Pressure Yes
- 2.
Reactor Protective System Control Devices (Including CRDM Clutches and Manual Activation) (Does Not Include Clutch Power Supplies)
Yes
- 3.
Engineered Safeguards Controls Channels Inputs Pressurizer Pressure Yes Containment Pressure Yes Containment Radiation Yes Refueling Radiation No SIRW Tank Level Yes
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 2 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
- 4.
Engineered Safeguards Control Devices (for Activation of)
HPSI Pumps Yes LPSI Pumps Yes Containment Spray Pumps Yes Charging Pumps No Letdown Control Valves Yes Valve Between Auxiliary Spray Line and Charging Yes Valve Between the Charging Pumps and the HPSI System Yes Motor Operated Valves in the SI System Yes Valves for Safety Injection Recirculation Yes Containment Isolation Valves Yes Component Cooling Water Pumps Yes Component Cooling Water Valves Yes Service Water Pumps Yes Service Water Valves Yes Containment Recirculation Air Cooler Fans Mix (e)
Emergency Generators Yes
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 3 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
- 5.
Engineered Safeguards Controls Instrumentation HPSI Flow to Primary Coolant System Yes Safety Injection Tank Level (Passive Injection)
No Safety Injection Tank Pressure (Passive Injection)
No Service Water Break Detectors (in Containment)
No
- 6.
Safe Shutdown and Auxiliary Feedwater Instruments Yes
- 7.
Safe Shutdown and Auxiliary Feedwater Control Devices (Activating Circuits)
Power Operated Relief Valves Yes Shutdown Cooling Isolation Valves Yes Turbine-Driven Auxiliary Feedwater Pump Yes Motor-Driven Auxiliary Feedwater Pumps Yes Pressurizer Heaters No Atmospheric Dump Valves No AFW Control Valves Yes
- 8.
AFW Automatic Initiation, Isolation and FOGG Control Devices (Including AFW
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 4 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
Pumps Suction Pressure)
Yes
- 9.
Primary Coolant Overpressurization Control Devices Pressurizer Pressure Channels Yes PCS Overpressurization Protection Devices Yes Shutdown Cooling Isolation Valves Controls Yes
- 10. Reactor Vessel Gas Vent Isolation Valves Controls Yes
- 11. Engineered Safeguards Pump Rooms and Radwaste Area Radiation Monitors No
- 12. Control Room Ventilation, Instrumentation and Controls (See Table 9-14)
Yes(c)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 5 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
- 13. Other Safety-Related Display Systems Subcooled Margin Monitor Yes Containment Pressure Yes Containment Water Level Yes Containment Temperature No Wide-Range Steam Generator Level Yes Containment Hydrogen Monitor No High-Range Containment Gamma Radiation Monitor Yes Reactor Vessel Level Monitoring System Yes Core Exit Thermocouples (16 of 43)
Yes
- 14. Local Instrumentation (Refer to Plant Safety Classification (Q-List) for Details)
Transmitters (Inputs to Reactor Protective System)
Mix(d)
Level, Pressure, etc, Switches (Inputs to Reactor Protective System)
Mix(d)
Transmitters (Inputs to Engineered Safeguards and Containment Isolation)
Mix(d)
Level, Pressure, etc, Switches (Inputs to Engineered Safeguards and CI)
Mix(d)
Transmitters (Inputs to Reactor Shutdown and Decay Heat Removal)
Mix(d)
Level, Pressure, etc, Switches (Inputs to Reactor Shutdown and DHR)
Mix(d)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 6 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
- 15. Valve Actuators Primary Coolant Power Operated Relief Valves Actuators Yes Primary Coolant PORV Block Valves Actuators Yes Interconnecting Valve (Actuators) Required To Perform Safety Injection Function Yes Interconnecting Valve (Actuators) Required To Perform Recirculating Function Yes Interconnecting Valve (Actuators) Required To Perform Spray and Spray Test Function Yes Interconnecting Valve (Actuators) Required To Perform Letdown, Charging and Supply of SIRW Tank Functions No Interconnecting Valve (Actuators) Required To Perform Boric Acid Storage and Supply Function No Interconnecting Valves (Actuators) Required To Perform Demineralizer Function No Auxiliary Pressurizer Spray Valve Actuators No Interconnecting Valve (Actuators) Required To Perform Residual Heat Removal Function (Shutdown Cooling)
Yes Interconnecting Valve (Actuators) Required To Perform Quality Groups B and C Components Cooling Yes Interconnecting Valve (Actuators) Required To Perform Quality Group C Service Cooling Yes Interconnecting Valve (Actuators) Within Main Steam Lines From Secondary Side of the Steam Generators up to and Including the Outermost Containment Isolation Valve Yes Atmospheric Dump Valve Actuator No Interconnecting Valve (Actuators) Within Feedwater Lines Extending From the
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 7 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
Secondary Side of the Steam Generators up to and Including the Outermost Containment Isolation Valve Yes Interconnecting Valve (Actuators) Required To Supply AFW From Condensate Storage Tank to Steam Generators Yes Interconnecting Valve (Actuators) Required To Supply Steam From Main Steam System to AFW Turbine-Driven Pump Yes Interconnecting Valve (Actuators) That Form an Extension of the Containment Boundary up to and Including the Outermost Containment Isolation Valve for the Containment Purge System Yes Containment Cooling Dampers Actuators Yes Interconnecting Valves (Actuators) of the Reactor Coolant Pressure Boundary That Penetrate the Containment up to and Including the Outermost Containment Isolation Valve Yes Interconnecting Valves (Actuators) of Quality Group B, C or D System That Penetrate the Containment From the First Isolation Valve Inside Con-tainment up to and Including the Outermost Containment Isolation Valve Yes
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 8 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
- 16. Instrument and Control Panels Control Room Panel (C02) - Primary Process and Reactor Yes Control Room Panel (C03) - Containment Isolation and Miscellaneous Yes Control Room Panel (C06) - Reactor Protective System Yes Control Room Panel (C08) - Service Water and Comp Cooling Partial(c)
Control Room Panel (C09) - Turbine Interface Panel No Control Room Panel (C11) - Radiation and Turbine Mon Partial(c)
Control Room Panel (C12) - Feedwater, Primary Process, NI Partial(c)
Control Room Panel (C13) - DBA, Shutdown and Miscellaneous Yes Local Control Panel (C15) - Rod Drive Controls No Local Control Panel (C17) - Charging Pump A Speed Control No Control Room Panel (C27) - T Power and RPS Calibration Partial (c)
Local Control Panel (C33) - Engineered Safeguards Auxiliary Yes Local Control Panel (C35) - Air Compressor Controls No Local Control Panel (C36) - Motor-Driven Fire Pump Control No Local Control Panel (C37) - Diesel-Driven Fire Pump Control No Local Control Panel (C40) - Radwaste Controls No Local Control Panel (C41) - Refueling Disconnect No Local Control Panel (C101) - Radwaste System Sample No
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.2-5 Revision 36 Page 9 of 9 HISTORIC INSTRUMENTATION AND CONTROL SYSTEM/COMPONENT CLASSIFICATION(a)
Safety Class 1E(b)
(a) Safety Class 1E components are Seismic Category I per Regulatory Guide 1.29. Class 1E is not applicable to the decommissioned facility as described in Section 5.2.2.7; the I&C components in this table are all Seismic Noncategory I following defuel as they do not support Spent Fuel Pool Cooling.
(b) Refer to Chapter 8 definition.
(c) These components have a mix of Class 1E and Nonclass 1E circuits per Plant safety classification (Q-List).
(d) These components may or may not be Class 1E according to the Plant safety classification (Q-List).
(e) Instrumentation and controls on containment cooling fans V-1A, V-2A, V-3A, and V-4A are safety class 1E. Certain instrumentation and controls on containment cooling fans V-1B, V-2B, V-3B, and V-4B are safety class 1E.
Local Control Panel (C103) - Auxiliary Building Gas Analyzer No Control Room Panel (C106) - Cooling Tower Controls No Control Room Panel (C115) - Radwaste Addition Rad Mon No Control Room Panel (C125) - H&V Controls No Control Room Panel (C126) - Circulating Water and Iodine Removal Partial Local Control Panel (C150) - Auxiliary Shutdown Controls Yes Local Control Panel (C207) - Rad Monitoring Controls (FW Purity)
No Control Room Panel (C11A) - Control Room HVAC Yes(c)
Control Room Panel (C11A) - NFPA 805 Alternate Controls No Local Control Panel (C253) - Plant Process Computer - SOE Node No Local Control Panel (C269) - Plant Process Computer - Communication Hub No
- 17. Post-Accident Monitoring Equipment per Regulatory Guide 1.97 (See Appendix 7C)
(c)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.3-1 Revision 36 Page 1 of 1 TORNADO DESIGN PRESSURES WALL PRESSURE DESIGN VALUE STRUCTURE DESIGN EQUATION lb/ft2 (psig)
Auxiliary Building (Class I 662 (4.6)
Portion Except for the Enclosure Over the Spent Fuel Pool)
Auxiliary Building Radwaste 600 (4.2)
Addition Auxiliary Building 432 (3.0)
TSC/EER/HVAC Addition Auxiliary Feedwater Pump Room 432 (3.0)(a)
Containment Structure (b)
Electrical Penetration Enclosure 432 (3.0)
Intake Structure (Class 1 Portion) 432 (3.0)
(a)
This room is located below grade.
(b)
In all cases, seismic loads on the containment structure were larger than their wind or tornado counterparts (missile impact excluded) and since seismic loads were used in the same or similar load combinations (see Subsections 5.8.3.1.2 and 5.8.3.1.3) as the wind and tornado loads, there was no need to analyze the containment for wind and tornado loads. The resulting containment structure design is inherently resistant to the tornado wind and differential pressure loads.
>>1/4
º
<<¬
¸¹
¨©
§ ft in 144 psi 3 +
h mi 300
.002558
= P 2
2 2
>>1/4
º
<<¬
¸¹
¨©
§ ft in 144 psi 3 +
h mi 300 002558
.73
= P 2
2 2
>>1/4
º
<<¬
ft in 144 psi 3 = P 2
2
>>1/4
º
<<¬
ft in 144 psi 3 = P 2
2
>>1/4
º
<<¬
ft in 144 psi 3 = P 2
2
>>1/4
º
<<¬
ft in 144 psi 3 = P 2
2
>>1/4
º
<<¬
ft in 144 psi 3 = P 2
2
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.4-1 Revision 36 Page 1 of 1 SAFETY-RELATED EQUIPMENT THAT REQUIRES PROTECTION FROM FLOODING DUE TO FAILURES OF NONCLASS 1 SYSTEMS (a)
(a) The information in this table is historical and applied to the operating plant.
Elevation of Description Location Supporting Floor Auxiliary Feedwater Pumps Turbine Bldg 571'-0" Batteries Auxiliary Bldg 607'-6" Containment Spray Pumps Auxiliary Bldg 570'-0" Emergency Diesel Generators Auxiliary Bldg 590'-0" 480 V Load Centers Auxiliary Bldg 607'-6" 480 V Motor Control Centers Auxiliary Bldg 607'-6" Safety Injection Pumps Auxiliary Bldg 570'-0" Service Water Pumps Intake Structure 590'-0" 2,400 V Switchgear Auxiliary Bldg 607'-6"
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.5-1 Revision 36 Page 1 of 1 CLASS 1 STRUCTURES WALL AND ROOF THICKNESS Structure or Structural Wall Roof Component Description/Remarks Thickness Thickness Auxiliary Building Steel Frame Above Metal Siding Metal Deck (Class 1 Portion)
Elevation 649'-0" Reinforced Concrete 18" 12" Minimum Below Elevation 649'-0" (f'c = 3,000 psi)
Auxiliary Building Reinforced Concrete 24" Minimum 24" Minimum Radwaste Addition (f'c = 3,000 psi)
Auxiliary Building Reinforced Concrete 18" (Note 1) 18" Minimum TSC/EER/HVAC (f'c = 4,000 psi)
Addition Auxiliary Feed-Reinforced Concrete 24" Minimum 12" water Pump Room (f'c = 3,000 psi)
Below Grade Containment Reinforced and Pre-42" 36" (Dome)
Structure stressed Concrete (f'c = 5,000 psi)
Electrical Reinforced Concrete 24" 8"
Penetration (f'c = 3,000 psi)
Enclosure Intake Structure Reinforced Concrete 24" 24" (Class 1 Portion)
(f'c = 3,000 psi)
Note 1: Portion of TSC boundary in Track Alley removed and replaced with equivalent steel plate per Engineering Change 59170.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-1 Revision 36 Page 1 of 1 LIST OF COMPUTER CODES Bechtel Code Reference Number Name Original Source Description Section CE611 Time Loading Bechtel Time History Response Analysis 5.7.1.3 CE802 SPECTRA Bechtel Floor Response Spectra 5.7.1.3 CE800 BSAP UC Berkeley Static and Dynamic Structural Analysis 5.7.1.3, 5.7.3.4 CE309 Stress MIT Linear Stress Analysis 5.7.2 CE617 Diagonalization Bechtel Mode Shapes and Frequencies 5.7.2 CE641 Bechtel Response Spectrum Analysis 5.7.2 CE207 DAMPSI Bechtel Composite Modal Damping 5.7.3.4 CE201 BSAP-POST Bechtel Plot Mode Shapes, etc 5.7.3.4 CE705 Bechtel Beam on Elastic Foundation 5.7.3.4 PISOL EDS Nuclear Piping Analysis 5.7.4 ME632(a)
Piping Bechtel Piping Analysis 5.7.4 ME101 Piping Bechtel Piping Analysis 5.7.4 MEC-21 Mare Island Naval Shipyard Unknown 5.7.5.1 CE991 STARDYNE Mechanics Research Static and Dynamic Structural Analysis 5.7.6 CE798 ANSYS Swanson Analysis Nonlinear Analysis 5.7.6 (a) ME101 replaces ME632.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-2 Revision 36 Page 1 of 1 MATERIAL DAMPING VALUES FOR VARIOUS MATERIALS AND TYPES OF CONSTRUCTION (a) For reevaluations and modifications reviewed after July 1986, the damping values from ASME Code Case N-411, Figure 1, will be used.
(b) Material damping for TSC/EER analysis only.
% of Critical Damping OBE SSE Welded Steel Plate Assemblies 1.0 1.0 Welded Steel Frame Assemblies 2.0 2.0 Bolted Steel Frame Assemblies 2.0 2.0 Concrete Equipment Supports on Another Structure 2.0 2.0 Steel Piping(a) 0.5 0.5 Soil(b) 3.0 3.0
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-3 Revision 36 Page 1 of 1 MATERIAL DAMPING VALUES FOR VARIOUS CLASS 1 STRUCTURES
% of Critical Damping OBE SSE Containment Building (Posttensioned and Reinforced Concrete) 2.0 5.0 Auxiliary Building (Reinforced Concrete) 2.0 (a)
Auxiliary Building (Steel Framing) 0.5(c)
(a)
Auxiliary Building Radwaste Addition (Reinforced Concrete) 5.0 (a)
Auxiliary Building TSC/EER Addition (Reinforced Concrete) 5.0 (a)
Electrical Penetration Enclosure (Reinforced Concrete) 5.0 (a)
Soil (Rocking and Swaying) for Containment Building(b) 5.0 10.0 Soil (Rocking and Swaying) for Auxiliary Building(b) 5.0 (a)
Spent Fuel Storage Racks 4.0 4.0 (a)
No SSE analysis was performed.
(b)
Radiation damping.
(c)
For purposes of employing composite damping in the overall building structural model only.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-4 Revision 36 Page 1 of 1 AUXILIARY BUILDING TSC/EER ADDITION
SUMMARY
OF MODAL PARAMETERS FLEXIBLE BASE ANALYSIS TORSIONAL STIFFNESS BASED ON INDIVIDUAL WALL SECTIONS Frequency Damping Participation Factors Mode (Hz)
(%)
North-South East-West Vertical 1
1.29 4.7
-0.223
-4.607 0.032 2
3.58 5.0
-0.776
-0.517 0.025 3
4.27 5.2
-8.565 1.684 0.392 4
4.61 6.4 1.393 7.421
-0.645 5
6.57 5.4
-1.797
-1.573
-0.345 6
9.27 10.0
-0.858
-0.653
-10.557 7
13.90 10.0
-5.826 0.076 0.777 8
15.04 10.0
-0.049 5.618
-0.373 9
20.38 10.0 0.039
-0.439
-0.069 10 23.86 10.0
-0.310 0.061
-1.084 TORSIONAL STIFFNESS BASED ON WALLS ACTING TOGETHER Frequency Damping Participation Factors Mode (Hz)
(%)
North-South East-West Vertical 1
3.45 4.1 0.405
-8.529 0.358 2
4.38 5.4 8.873 0.415
-0.557 3
7.22 5.7 0.545
-1.256 0.240 4
9.27 10.0
-0.838
-0.525
-10.568 5
12.54 10.0
-0.071
-5.525 0.252 6
13.90 10.0
-5.827 0.024 0.778 7
17.85 10.0 0.064
-2.893 0.174 8
22.14 10.0 0.066
-0.633
-0.086 9
23.83 10.0 0.308
-0.160 1.075 10 25.99 6.5 0.074 0.220 0.139 NOTE: Participation factors for significant modes are underlined.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-5 Revision 36 Page 1 of 2 COMPARISON OF SPECIFICATIONS FOR SEISMIC REQUIREMENTS ITEM DESCRIPTION (a) Higher values may be used if substantiated by test or other results.
(b) TRS - Test Response Spectrum.
RRS - Required Response Spectrum.
Spec No 10512/034-C-175.07 12447/009-C-174(Q) 12447-C-175(Q)
Date - Rev Circa 1975, Rev 0 1/3/79, Rev 0 8/12/80, Rev 0 Building Main Auxiliary Main Auxiliary All Class 1 ANALYSIS DAMPING Specified 0.5%(a) 2%(a)
Not Specified Spectra 0.5%
0.5%, 2%, 5%
As Supplied COMBINATIONS Modes NRC RG 1.92 "Grouping" NRC RG 1.92 "Grouping" NRC RG 1.92 "Grouping" Directions SRSS 3 Directions Absolute Sum of One Absolute Sum of Maximum Horizontal Plus Vertical Horizontal Plus Vertical FREQUENCY Rigid 33 Hz 33 Hz 33Hz Variations r 10%
r 10%
r 10%
TESTING Standards IEEE 344-1975/323-1974 IEEE 344-1975 IEEE 344-1975 Requirement TRS > RRS(b)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-5 Revision 36 Page 2 of 2 COMPARISON OF SPECIFICATIONS FOR SEISMIC REQUIREMENTS ITEM DESCRIPTION (a) Higher values may be used if substantiated by test or other results.
(b) TRS - Test Response Spectrum.
RRS - Required Response Spectrum.
MOTION Type Single or Multiple Single or Multiple Single (With Permission)
Frequency as Appropriate Frequency or Multiple Frequency Directions Uniaxial, Biaxial, Biaxial for Each Biaxial for Each Triaxial Horizontal Direction Horizontal Direction Frequency Not Specified 1-40 Hz 1-40 Hz Duration 20 Seconds 30 Seconds 30 Seconds TEST TYPE Not Specified Proof or Fragility Proof or Fragility Spec No 10512/034-C-175.07 1244/009-C-174(Q) 12447-C-175(Q)
COMBINED TESTING AND ANALYSIS IEEE 344-1975 Not Specified IEEE 344-1975 OTHER CONSIDERATIONS Time History Analysis, Multiple Supports - Use Nonlinear Systems, Envelope of Spectra Multiple Equipment Plus Support Movements Frequencies Under Widened Spectrum Peak (Section 5.3.1 of BC-TOP-4-A), Certification of Results by PE
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-6 Revision 36 Page 1 of 2 MAJOR CLASS 1 COMPONENTS SEISMIC LOADS (g)
Specification Values System Component OBE SSE Direction Auxiliary Auxiliary Feed Pumps 0.10 g 0.20 g Horizontal Feedwater 0.067 g 0.14 g Vertical Component Component Cooling 0.121 g 0.23 g Horizontal Cooling Heat Exchangers 0.067 g 0.14 g Vertical Component Cooling 0.121 g 0.229 g Horizontal Pumps 0.067 g 0.133 g Vertical Component Cooling 0.16 g 0.30 g Horizontal Water Surge Tank (T-3) 0.07 g 0.14 g Vertical Containment Containment Spray 0.10 g 0.20 g Horizontal Spray Pumps 0.067 g 0.14 g Vertical Shutdown Cooling Heat 0.7 g Horizontal Exchangers 0.47 g Vertical Emergency Diesels 0.121 g 0.230 g Horizontal Diesel Generator 0.067 g 0.133 g Vertical Generators 0.121 g 0.230 g Horizontal (Class 1E) 0.067 g 0.133 g Vertical Safety Injection Containment Safety 0.9 g 1.5 g Horizontal Injection Tanks 0.1 g 0.2 g Vertical (T-82A, T-82B, T-82C, T-82D)
High-and Low-Pressure 0.35 g Horizontal Safety Injection Pumps 0.24 g Vertical Safety Injection and 0.23 g 0.42 g Horizontal Refueling Water Tank 0.07 g 0.133 g Vertical (T-58)
Service Water Service Water Pumps 0.46 g 0.90 g Horizontal 0.07 g 0.14 g Vertical Shield Cooling Shield Coolant Surge 0.16 g 0.30 g Horizontal Tank (T-62) 0.07 g 0.14 g Vertical
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-6 Revision 36 Page 2 of 2 MAJOR CLASS 1 COMPONENTS SEISMIC LOADS (g)
Specification Values System Component OBE SSE Direction Spent Fuel Pool Fuel Pool 0.121 g 0.230 g Horizontal Demineralizer 0.067 g 0.133 g Vertical (Mixed Bed)
Fuel Pool Filter 0.121 g 0.230 g Horizontal 0.067 g 0.133 g Vertical Fuel Pool Cooling Heat 0.121 g 0.23 g Horizontal Exchangers 0.067 g 0.14 g Vertical NOTE: This is a list of the seismic requirements for various CP Co Design Class 1 components as described in the components' specifications. Since these specifications were written, Palisades has upgraded its seismic methodologies to reflect industry standards. These upgraded seismic methodologies are described in Specification C -175, "Requirements for Seismic Evaluation of Electrical and Mechanical Components."
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-7 Revision 36 Page 1 of 2 CLASS 1E(a) ELECTRICAL EQUIPMENT AND INSTRUMENTATION SEISMIC LOADS(b)
Specification Component(c)
Values Qualification Values Emergency Diesel Generators 0.230 g Horiz 2.5 g for Locomotive and 0.133 g Vert Marine Service 2,400 V Switchgear 0.25 g Horiz Buses 1C, 1D 0.14 g Vert (A11, A12)
Breakers 3.0 g Test Relays 5.0 g Test/Analysis Structure Analysis 480 V Load Centers 0.25 g Horiz Buses 11, 12 0.14 g Vert (B11, B12)
Transformers Test > 6.0 g 11, 12 Breakers, Relays, Structure Test at 5.0 g 480 V Motor Control Centers 0.25 g Horiz 1.3 g Marine Service MCC 1, 2 0.14 g Vert (B01, B02)
(Breakers, Starters, Structure)
DC Control and Distribution 0.282 g Horiz Centers 0.133 g Vert Buses 1, 2 (D11, D21)
New Batteries 1, 2 (D01, D02)
New Battery Racks Battery Chargers 0.28 g Horiz Analysis for 0.75 g 1, 2, 3, 4 0.13 g Vert Inverters 0.28 g Horiz Analysis for 0.75 g 1, 2, 3, 4 0.13 g Vert Preferred AC 0.282 g Horiz Analysis for 0.75 g Distribution Panels 0.133 g Vert (Y10, Y20, Y30, Y40)
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-7 Revision 36 Page 2 of 2 CLASS 1E(a) ELECTRICAL EQUIPMENT AND INSTRUMENTATION SEISMIC LOADS(b)
Specification Component(c)
Values Qualification Values Main Control Boards 0.30 g Horiz Analysis and Auxiliary Panels 0.14 g Vert (C01, C02, C03, C04, C06, C08, C11, C12, C13, C125, C126, C106, C11A)
Engineered Safeguards 0.20 g Horiz Analysis Auxiliary Panel 0.13 g Vert (C-33)
Decay Heat Removal System, Engineered Safeguards Systems, Reactor Protective System Transmitters 0.30 g Horiz Test > 0.5 g 0.14 g Vert Switches 0.30 g Horiz Test at 15 g 0.14 g Vert Reactor Protective System 0.8 g Horiz Structure, Component 0.30 g Horiz Supports, Wiring 0.14 g Vert Nuclear Instrumentation Unknown (a) The definition of Class 1E electrical equipment and instrumentation is provided in Subsection 8.1.1.
(b) This is a list of the original seismic requirements for various electrical equipment and instrumentation. Since these requirements were established, Palisades has upgraded its seismic methodologies to reflect industry standards. These upgraded methodologies are described in Specification C-175, "Requirements for Seismic Evaluation of Electrical and Mechanical Components."
(c) Numbers not in parentheses are "function" numbers. Numbers in parentheses are "equipment" numbers. See Figure 81.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-8 Revision 36 Page 1 of 1 CLASS 1 TANKS SEISMIC LOADS(g)
Specification Values Tank Horizontal Vertical Earthquake Condensate Storage (T-2) 0.10 g 0.07 g OBE 0.20 g 0.133 g SSE Miscellaneous Drain 0.228 g 0.067 g OBE (T-60, T-70, T-74, T-76, 0.418 g 0.133 g SSE T-80)
Miscellaneous Shop 0.16 g 0.07 g OBE Fabricated 0.30 g 0.14 g SSE (T-4A, T-4B, T-5, T-28 T-29, T-63, T-66A, T-66B, T-67, T-68A, T-68B, T-68C, T-69)
Fuel Oil Storage (T-10A) 0.155g 0.105g OBE 0.31g 0.21g SSE NOTE: This is a list of the seismic requirements for various CP Co Design Class 1 components as described in the components' analysis or specifications. Since these specifications were written, Palisades has upgraded its seismic methodologies to reflect industry standards. These upgraded seismic methodologies are described in Specification C-175, "Requirements for Seismic Evaluation of Electrical and Mechanical Components."
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-9 Revision 36 Page 1 of 2 SAFETY-RELATED HYDRAULIC SHOCK SUPPRESSORS (SNUBBERS)
Snubber in Snubbers Snubbers Snubbers Palisades High Radiation Especially Inaccessible Accessible ID Area During Difficult During Normal During Normal Number System Location Shutdown To Remove Operation Operation 37 ESS GC-1 LPSI Pump Discharge X
38 ESS GC-1 LPSI Pump Discharge X
42 ESS GC-1 LPSI Pump Discharge X
44 ESS GC-1 LPSI Pump Discharge (After CV-3025 SDHX to LPSI Valves)
X 46 MSS Steam Generator A, Restraint 1-SS-1 X
X X
47 MSS Steam Generator A, Restraint 1-SS-2 X
X X
48 MSS Steam Generator A, Restraint 1-SS-3 X
X X
49 MSS Steam Generator A, Restraint 1-SS-4 X
X X
50 MSS Steam Generator A, Restraint 1-SS-5 X
X X
51 MSS Steam Generator A, Restraint 1-SS-6 X
X X
52 MSS Steam Generator A, Restraint 1-SS-7 X
X X
53 MSS Steam Generator A, Restraint 1-SS-8 X
X X
54 MSS Steam Generator B, Restraint 2-SS-1 X
X X
55 MSS Steam Generator B, Restraint 2-SS-2 X
X X
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-9 Revision 36 Page 2 of 2 SAFETY-RELATED HYDRAULIC SHOCK SUPPRESSORS (SNUBBERS)
Snubber in Snubbers Snubbers Snubbers Palisades High Radiation Especially Inaccessible Accessible ID Area During Difficult During Normal During Normal Number System Location Shutdown To Remove Operation Operation 56 MSS Steam Generator B, Restraint 2-SS-3 X
X X
57 MSS Steam Generator B, Restraint 2-SS-4 X
X X
58 MSS Steam Generator B, Restraint 2-SS-5 X
X X
59 MSS Steam Generator B, Restraint 2-SS-6 X
X X
60 MSS Steam Generator B, Restraint 2-SS-7 X
X X
61 MSS Steam Generator B, Restraint 2-SS-8 X
X X
62 SIS On Low-Pressure Safety Injection Line Inside Containment Before MOVs X
63 SIS Low-Pressure Safety Injection to T-82C X
64 SIS Low-Pressure Safety Injection to T-82C X
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.7-10 Revision 36 Page 1 of 1 SAFETY-RELATED MECHANICAL SHOCK SUPPRESSORS (SNUBBERS)
Snubber in Snubbers Snubbers Snubbers Palisades High Radiation Especially Inaccessible Accessible ID Area During Difficult During Normal During Normal Number System Location Shutdown To Remove Operation Operation 68 SIS CC-4 From Safety Injection Tank T-82B X
X X
70 SIS CC-4 From Safety Injection Tank T-82D X
X 71 SIS CC-4 From Safety Injection Tank T-82D X
X 79 ESS CV-3084 actuator support X
X 80 ESS CV-3085 actuator support X
X
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 1 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES Structural Data Concrete Reinforcing Steel Location f'c-Psi t-in Type Pm-%
Ph-%
A 5,000 36 A-15 0.07 0.07 B
5,000 36 A-15 0.23 0.23 C
5,000 60 A-15 0.09 0.09 D
5,000 60 A-15 0.24 0.22 E
5,000 148 A-432 F
5,000 148 A-432 0.09 0.09 G
5,000 50 A-432 0.11 H
5,000 50 A-432 0.73 0.28 J
5,000 42 A-15 K
5,000 42 A-15 0.25 0.25 L
5,000 78 A-432 0.46 0.21 M
5,000 78 A-432 0.57 0.57 N
4,000 126 A-432 0.40 0.40 0
4,000 126 A-432 0.33 0.33 P
4,000 102 A-432 0.23 0.23 Q
4,000 102 A-432 0.98 0.98 KEY ELEVATION SHOWING LOCATION OF REFERENCE SECTIONS
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 2 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES NOTES:
- 1.
This table presents the results of the design effort for several load combinations of Subsections 5.8.3 which were considered to be significant in the design of the containment structure.
- 2.
Loading Cases I, II and III are working stress analyses whereas Loading Cases IV, V and VI are yield strength analyses.
- 3.
Because the live load (see Subsection 5.3.1.2) on the containment structure is insignificant, it was arbitrarily not included in the tabulation of Load Cases II and III.
- 4.
The load combinations in this table are meant to illustrate gross structural behavior. Therefore, the effects of "H" (see Subsection 5.8.3.1.3), which are local, have not been included in Load Cases V and VI.
- 5.
For notation and allowable stresses, see Sheet 2.
- 6.
The stresses shown for the load cases including Ta are based on cracked section analysis unless noted by*.
- 7.
Stresses computed for the working stress loading cases may exceed their associated allowables provided that the yield strength criteria of Subsection 5.8.5.2.4 are satisfied.
- 8.
All concrete extreme fiber stresses are shown for the inside surface. Outside surface stresses are indicated by ( ). The stresses listed are the controlling stresses for that section.
- 9.
Computed v allowable ratios for Cases IV, V and VI include appropriate Ø factors; eg, a = a.
fa Øa f'c
- 10.
Allowable shear stresses include stirrups wherever applicable.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 3 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES Allowable Stresses Notation Working Stress Design Yield Strength Design D
Dead Load Shell Concrete fa = 1,500 psi fa = 0/a f'c = (0.85)(5,000) = 4,250 psi Fi Initial Prestress Ff Final Prestress P
DBA Pressure fce = 3,000 psi fce = 0/ce f'c = (0.90)(5,000) = 4,500 psi E
OBE E'
SSE Base Concrete fa = 1,200 psi fa = 0/a f'c = (0.85)(4,000) = 3,400 psi Ta DBA Temperature f'c Ultimate Concrete Stress fce = 1,800 psi fce = 0/ce f'c = (0.90)(4,000) = 3,600 psi fy Reinforcing Steel Yield Stress fa Allowable Concrete Membrane Compressive Stress Steel - A-15 fs = 20,000 psi fs = 0/ fy = (0.90)(40,000) = 36,000 psi fce Allowable Concrete Combined Compressive Stress (Membrane + Flexure)
A-432 fs = 30,000 psi fs = 0/ fy = (0.90)(60,000) = 54,000 psi v
Allowable Concrete Shear Stress Including Stirrups If Applicable NOTE: Allowable shear stresses are computed in accordance with the provi-fs Allowable Reinforcing Steel Stress sions of Subsections 5.8.5.2.3 and 5.8.5.2.4.
0/
Yield Capacity Reduction Factor a
Concrete Membrane Stress e
Concrete Combined Stress (Membrane + Flexure)
Concrete Shear Stress Reinforcing Steel Stress h
Subscript Indicating Hoop Direction m
Subscript Indicating Meridional Direction a
Subscript Indicating Association With fa ce Subscript Indicating Association With fce t
Thickness of Concrete Section Ph Hoop Steel Percentage Pm Meridional Steel Percentage
+
Tensile Stresses Compressive Stresses
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 4 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES Case I - D + F Initial (Stresses in Psi)
Concrete Meridional Hoop Shear Section Outside Inside Axial Outside Inside Axial vci vcw A - B
-1,470
-1,250
-1,290
-1,187
-916
-922
-61 849 975 C - D
-333
-1,240
-825
-363
-475
-426
+60 97 822 S
H E - F
-265
-685
-524
-313
-415
-389
+41 170 671 E
L G - H
-41
-1,100
-635
-370
-595
-521
+117 188 + 60 733 L
J - K
-810
-830
-830
-1,390
-1,478
-1,450 0
0 837 L - M
-223
-962
-472
-310
-534
-402
-180 343 + 248 660 B
N - 0
+340
-528
-87
+102
-324
-120
-46 100 + 247 382 A
S P - Q
+36
-113
-32
+20
-86
-32
-25 144 + 94 320 E
Allowable Concrete Compressive Stresses Shell:
fa = 1,500 psi fce = 3,000 psi Base:
fa = 1,200 psi fce = 1,800 psi
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 5 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES Concrete Reinforcing Steel Computed v Computed (Psi)
Computed v Allowable Computed (Psi)
Allowable Sec-e a
m h
tion Load Case em eh am ah fce fa v
m h
fs fs II - D+Ff+1.15P
(-285)*
(-236)*
-314
-245
-21 0.095 0.209 0.300 III - D+Ff+P+Ta
-974
-687
-387
-287
-37 0.325 0.258 0.440
+7,500
+22,000 0.375 1.100 A-B IV - 1.05D+Ff+1.5P+Ta
-20
-10
-11
+3
-26 0
0 0.552
+19,200
+32,920 0.534 0.914 V - 1.05D+Ff+1.25P+1.25E+Ta
-470
-245
-199
-142
-33 0.104 0.047 0.347
+20,700
+28,800 0.575 0.800 VI - D+Ff+P+E'+Ta
-974
-687
-390
-289
-40 0.216 0.092 0.421
+7,500
+22,000 0.208 0.610 II - D+Ff+1.15P
(-357)*
-296*
-318
-291
+91 0.119 0.212 0.586 III - D+Ff+P+Ta
-1,347
-1,689
-361
-420
+70 0.563 0.280 0.318
+12,830
+17,460 0.642 0.873 C-D IV - 1.05D+Ff+1.5P+Ta
-593*
-974
-191
-386
+90 0.216 0.091 0.476
+19,300 0.536 V - 1.05D+Ff+1.25P+1.25E+Ta
-961
-1,521
-277
-403
+81 0.214 0.095 0.280
+8,900
+16,000 0.247 0.444 VI - D+Ff+P+E'+Ta
-1,390
-1,704
-361
-420
+73 0.378 0.099 0.264
+12,900
+17,600 0.358 0.489 II - D+Ff+1.15P
(-274)*
(-287)*
-293
-305
+40 0.092 0.204 0.185 III - D+Ff+P+Ta
-617*
-1,855
-325
-505
+45 0.618 0.337 0.287
+8,800 0.294 E-F IV - 1.05D+Ff+1.5P+Ta
-397*
-1,750
-258
-491
+50 0.380 0.115 0.144
+2,000 0.037 V - 1.05D+Ff+1.25P+1.25E+Ta
-511*
-1,815
-293
-498
+51 0.394 0.117 0.254
+5,660 0.105 VI - D+Ff+P+E'+Ta
-625*
-1,871
-328
-505
+52 0.407 0.118 0.258
+9,000 0.167
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 6 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES Concrete Reinforcing Steel Computed v Computed (Psi)
Computed v Allowable Computed (Psi)
Allowable Sec-e a
m h
tion Load Case em eh am ah fce fa v
m h
fs fs II - D+Ff+1.15P
-197
-187
-136
-185
+8 0.066 0.123 0.056 III - D+Ff+P+Ta
-1,511
-1,384
-215
-253
+15 0.503 0.169 0.137
+26,220
+25,540 0.875 0.850 G-H IV - 1.05D+Ff+1.5P+Ta
-530
-777
-36
-151
-20 0.173 0.035 0.179
+26,340
+27,500 0.488 0.510 V - 1.05D+Ff+1.25P+1.25E+Ta
-997
-1,079
-126
-202
-5 0.240 0.048 0.047
+25,350
+27,450 0.470 0.509 VI - D+Ff+P+E'+ta
-1,550
-1,400
-216
-253
+15 0.345 0.060 0.141
+26,400
+26,000 0.489 0.481 II - D+Ff+1.15P
-212
-337
-217
-348
+13 0.112 0.232 0.260 III - D+Ff+P+Ta
-1,411
-1,705
-297
-461
+11 0.570 0.308 0.156
+15,300
+10,800 0.765 0.540 J-K IV - 1.05D+Ff+1.5P+Ta
-241
-312
-80
-69
+17 0.069 0.019 0.120
+25,600
+25,250 0.711 0.702 V - 1.05D+Ff+1.25P+1.25E+Ta
-741
-1,667
-189
-265
+14 0.370 0.062 0.100
+20,300
+10,730 0.564 0.298 VI - D+Ff+P+E'+Ta
-1,450
-1,800
-300
-463
+11 0.400 0.109 0.080
+18,000
+13,000 0.500 0.361 II - D+Ff+1.15P
(-308)
-237
-188
-250
-47 0.102 0.167 0.147 III - D+Ff+P+Ta
-807
-976
-215
-183
-199 0.325 0.143 0.307
+6,040
+14,550 0.201 0.485 L-M IV - 1.05D+Ff+1.5P+Ta
-120
-654
-108
-174
-65 0.142 0.041 0.203 0
+15,250 0
0.282 V - 1.05D+Ff+1.25P+1.25E+Ta
-1,464
-300
-38
+165
-157 0.318 Net 0.620
+12,940
+34,200 0.240 0.634 Ten-sion VI - D+Ff+P+E'+Ta
-1,340 0
-76
+306
-213 0.292 Net 0.677
+23,240
+47,600 0.431 0.882 Ten-sion II - D+Ff+1.15P
(+124)*
-285*
0
-72
-88 0.158 fa =
0.209
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-1 Revision 36 Page 7 of 7 CONTAINMENT STRUCTURE
SUMMARY
OF CONCRETE AND REINFORCING STEEL STRESSES Concrete Reinforcing Steel Computed v Computed (Psi)
Computed v Allowable Computed (Psi)
Allowable Sec-e a
m h
tion Load Case em eh am ah fce fa v
m h
fs fs 0.3 III - D+Ff+P+Ta
-583
-1,114
-76
-113
-91 0.620 f'c 0.255
+14,780
+20,060 0.492 0.670 N-O not ap-IV - 1.05D+Ff+1.5P+Ta
-30
-798
-33
-85
-149 0.222 pli-0.394
+9,300
+21,460 0.172 0.398 ca-V - 1.05D+Ff+1.25P+1.25E+Ta 0
-735
+2
-266
-243 0.204 ble 0.630
+10,140
+35,130 0.188 0.650 to VI - D+Ff+P+E'+Ta
-38
-686
+4
-351
-266 0.191 slab.
0.820
+12,800
+38,100 0.237 0.705 II - D+Ff+1.15P
-81*
-70*
+149
+152
-1 0.045 0.008 M T III - D+Ff+P+Ta
-338 0
+139
+166
-5 0.188 E E 0.035
+17,540
+21,050 0.585 0.702 P-Q M N B S IV - 1.05D+Ff+1.5P+Ta
-459 0
+225
+253
-15 0.128 R I 0.112
+19,300
+29,900 0.358 0.554 A O V - 1.05D+Ff+1.25P+1.25E+Ta
-845 0
+198
+281
-90 0.234 N N 0.660
+31,000
+37,400 0.575 0.693 E
VI - D+Ff+P+E'+Ta
-1,538
-381
+163
+296
-133 0.424 0.842
+29,250
+44,000 0.542 0.815
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-2 Revision 36 Page 1 of 2 CONTAINMENT STRUCTURE TENDON ANCHORAGE ZONE REINFORCEMENT STRESSES Computed Allowable Stress Stress 0.9 fy Psi Psi Buttress Vertical Reinforcement Bursting 8,000 D+Ff+1.5P+Ta 14,000 22,000 36,000 Hoop Reinforcement D+Ff+1.5P+Ta 16,000 36,000 Radial Reinforcement Bursting 19,000 36,000 Ring Girder - Dome Tendons Spiral Reinforcement 7,000 36,000 Vertical Reinforcement Bursting 11,900 D+Ff+1.5P+Ta 16,600 28,500 54,000 Hoop Reinforcement Bursting 23,700 D+Ff+1.5P+Ta 11,300 35,000 54,000 Ring Girder - Vertical Tendons Radial Reinforcement Bursting 39,000 D+Ff+1.5P+Ta 11,000 50,000 54,000 Hoop Reinforcement Bursting 16,000 D+Ff+1.5P+Ta 11,000 27,000 54,000
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-2 Revision 36 Page 2 of 2 CONTAINMENT STRUCTURE TENDON ANCHORAGE ZONE REINFORCEMENT STRESSES Computed Allowable Stress Stress 0.9 fy Psi Psi Base Slab Radial Reinforcement Bursting 30,000 D+Ff+Ta+E' 23,000 53,000 54,000 Hoop Reinforcement Bursting Force 30,000 54,000
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.8-3 Revision 36 Page 1 of 1 CONTAINMENT STRUCTURE LINER PLATE ANCHOR ANALYSIS Nominal Initial Factor of Plate Inward Anchor Anchor Safety Thickness Displacement Spacing L1 Spacing L2 Against Case (in)
(in)
(in)
(in)
Failure I
0.25 0.125 15 15 37.0 II 0.25 0.125 15 15 19.4 III 0.25 0.125 15 15 9.9 IV 0.25 0.125 15 15 6.28 V
0.25 0.25 30 15 4.25
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.9-1 Revision 36 Page 1 of 1 MAJOR EQUIPMENT SUPPORTS, MATERIALS OF CONSTRUCTION Primary Safety Reactor Steam Coolant Injection Materials Vessel Generators Pressurizer Pumps Tanks Steel Plates and Shapes ASTM A-36 ASTM A-36 ASTM A-36 ASTM A-36 ASTM A-36 fy(a) = 36 Ksi fy = 36 Ksi fy = 36 Ksi fy = 36 Ksi fy = 36 Ksi Steel Casting None ASTM A-27 None ASTM A-27 None Gr 70-40 Gr 65-35 fy = 40 Ksi fy = 35 Ksi Bolts Anchor Bolts None ASTM A-490 ASTM A-490 ASTM A-490 None fy = 115 Ksi fy = 130 Ksi fy = 130 Ksi and ASTM A-307 fy = 36 Ksi Steel Connections None None ASTM A-325 ASTM A-490 ASTM A-325 fy = 77 Ksi fy = 130 Ksi fy = 77 Ksi Concrete, 28-Day Strength 5,000 psi 5,000 psi None None None Reinforcing Steel ASTM A-432 ASTM A-432 None None None fy = 60 Ksi fy = 60 Ksi (a) fy = Minimum yield strength
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.10-1 Revision 36 Page 1 of 1 CLASS 1 SYSTEMS OR PORTIONS THEREOF INCLUDED IN THE 1974 REVIEW OF AS-BUILT PIPE SUPPORTS P&ID Number System Description(a)
M-201, M-202 CVCS Letdown System Through Flow Control Valves(b)
M-201, M-202 Charging System(b)
M-201 Connections to the Primary Coolant Loop Through the Isolation Valves M-201, M-202, High-and Low-Pressure Safety Injection Systems Inside and M-203, M-204, Outside Containment M-201, M-221 M-202 Concentrated Boric Acid System(b)
M-203, M-204 Containment Spray System M-207, M-220 Auxiliary Feedwater System M-208, M-213 Critical Service Water System Inside and Outside Containment M-209 Component Cooling Water System Outside Containment M-211 Gas Decay Tank Connections M-214 Diesel Generator Auxiliary Systems M-214, M-653, Fuel Oil to Emergency Diesels M-655 M-218 Air Room Purge and Containment Air Purge Outside Containment M-225 High-Pressure Air to Safeguard Valves (a) The review included the system, or portion thereof, and each branch connection through the first restraint beyond a remote operable or accessible manual isolation valve.
(b)
The portion of these systems not associated with Primary Coolant Isolation or Containment Isolation are Class 3.
DSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE 5.10-2 Revision 36 Page 1 of 1 SYSTEMS CONTAINING SAFETY-RELATED PIPING P&ID Number
System Description
M-201 Primary Coolant System M-202 Chemical and Volume Control System M-203 and Safety Injection, Containment Spray and Shutdown M-204 Cooling Systems M-205 Main Steam and Auxiliary Feedwater Systems M-207 Feedwater and Condensate Systems M-208 Service Water System M-209 Component Cooling Water System M-210 Radwaste Treatment System - Clean M-211 Radwaste Treatment System - Dirty and Gaseous M-212 Instrument and Service Air System M-213 Circulating Water, Screen Structure Chlorination, and Fire Protection Systems M-214 Lube Oil, Fuel Oil and Diesel Generator M-215 Plant Heating System M-218 Heating, Ventilating and Air-Conditioning System M-219 Sampling System M-220 Makeup Water, Domestic Water and Chemical Injection M-221 Spent Fuel Pool Coolant and Shield Cooling System M-222 Miscellaneous Gas Supply System M-224 Gas Analyzing System M-225 High-Pressure, Air-Operated Valves M-226 Steam Generator Blowdown Modification M-650 Radwaste Evaporator System - Clean Wastes M-651 Radwaste Evaporator System - Miscellaneous Wastes