ML16147A181

Seabrook Station, Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 2 of 3

ML16147A181
Person / Time
Site:	Seabrook
Issue date:	04/29/2016
From:	NextEra Energy Seabrook
To:	Office of Nuclear Reactor Regulation
Shared Package
ML16260A369	List: ML16147A155 ML16147A156 ML16147A157 ML16147A158 ML16147A159 ML16147A160 ML16147A161 ML16147A165 ML16147A169 ML16147A170 ML16147A171 ML16147A172 ML16147A174 ML16147A175 ML16147A176 ML16147A177 ML16147A178 ML16147A179 ML16147A180 ML16147A181 ML16147A182 ML16147A183 ML16147A185 ML16147A186 ML16147A187 ML16147A188 ML16147A189 ML16147A190 ML16147A191 ML16147A192 ML16147A194 ML16147A195 ML16147A196 ML16147A200 ML16147A202 ML16260A121 ML16260A122 ML16260A123 ML16260A124 ML16260A125 ML16260A126 ML16260A127 SBK-L-16048, 7 to Updated Final Safety Analysis Report, Chapter 8 - Electric Power. Redacted Version
References
SBK-L-16048
Download: ML16147A181 (53)

Text

Time History Accelogram (0.25g), Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-1 Time History Accelogram (0.25g), Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-2 Time History Accelogram (0.25g), Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-3 0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-4 1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-5 Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.6(B)-6 5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-7 7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-8 10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-9 0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-10 1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-11 2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-12 5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-13 7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-14 10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-15 1% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-16 2% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-17 5% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-18 7% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-19 10% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-20 Containment Shell - Seismic Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21 Containment Internals - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22 Primary Auxiliary Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-23 Control/Diesel Generator Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-24 Fuel Storage Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-25 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 4 of 4 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 1 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 2 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 3 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 4 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 5 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 6 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 7 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4 Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30 Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-31 Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-32 Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-33 Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-34 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-35 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-36 Typical Pipe Support Systems SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37 Alternative to Regulatory Guide 1.61 Damping Values SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38 Multi-Degree of Freedom System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1 Time History Accelogram (0.25g), Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-1 Time History Accelogram (0.25g), Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-2 Time History Accelogram (0.25g), Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-3 0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-4 1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-5 Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.6(B)-6 5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-7 7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-8 10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-9 0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-10 1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-11 2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-12 5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-13 7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-14 10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-15 1% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-16 2% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-17 5% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-18 7% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-19 10% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-20 Containment Shell - Seismic Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21 Containment Internals - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22 Primary Auxiliary Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-23 Control/Diesel Generator Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-24 Fuel Storage Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-25 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 4 of 4 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 1 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 2 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 3 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 4 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 5 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 6 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 7 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4 Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30 Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-31 Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-32 Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-33 Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-34 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-35 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-36 Typical Pipe Support Systems SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37 Alternative to Regulatory Guide 1.61 Damping Values SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38 Multi-Degree of Freedom System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1