ML16147A182

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

ML16147A182
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: ML16147A182 (51)

Text

Containment Structure Mat Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-1 Sh. 2 of 2 See 101402 Containment Structure Typical Reinforcing SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-2 See 101435 Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444 Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-3 Sh. 2 of 2 See 101440 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-4 Sh. 2 of 2 See 101443 Containment Structure Liner Details [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-5 Sh. 2 of 2 See 101463 Containment Structure Reinforcing at Penetrations SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-6 See 101438 Containment Structure Dome Reinforcing SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-7 See 101436 Design Temperature Gradient through Containment Wall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-8 Containment Pressure Transients Following a LOCA SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-9 Containment Cylinder Liner Temperature Transients Curve SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-10 Containment Dome Liner Temperature Transients Curve SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-11 "A""A"RZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A" - "A"G:\Word\Images_P\UFSAR\3812.ds4ZR Axisymetric Modeling Elements SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-12 Reinforced Concrete Idealization SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-13 Boundary Conditions for Equipment Hatch Analysis - Model Sketch SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-14 Shell Section Illustrating Computed Force and Moment Resultants SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-15 Containment Axisymetric Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-16 Three-Dimensional Finite Element Model for Equipment Hatch Analysis SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-17 142444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54"5"3"3 3/4"1110987654321#18 @ 12"#18 @ 12"#14 @ 22" @ 450#18 @ 22" @ 450Section C-C1" -10"OutsideInsideRebar in Membrane Region FromEl. 80' - 0" To El. 119" -0"1/30 x 54" = 1.8"2/30 x 54" = 3.6"4/30 x 54" = 7.2"MeridionalHoopSeismicG:\Word\Images_P\UFSAR\3818.ds4 Layered Cross Section Model for MARC-CDC Element 22 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-18 G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-19 Containment Structure Personnel Airlock SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-20 See 101496 Containment Structure Equipment Hatch with Personnel Airlock SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-21 See 101496 Typical High Energy Piping Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-22 See 805575 Typical Moderate Energy Piping Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-23 See 805575 Containment WallINBOARDOUTBOARDStainless SteelHeader PlateThermalInsulatingGasketFor Anchorage Details, Refer To Dwgs. 101495and 101497Liner PlateBox Mounting RingJunction BoxSleeveField WeldCarbon Steel Weld RingJunction (Terminal) Box G:\Word\Images\UFSAR\3824.ds4Canister Typical Electrical Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-24 Typical Ventilation Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-25 See 805573 Typical Ventilation Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-26 Electrical Penetration Seal Temperature Response Following 0.84 ft2 Split Rupture at 75% Power SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-27 Reactor Vessel Lateral Support SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-28 Primary Shield Wall Main Reinforcement and Anchorage System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-29 See 101425 Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-30 Control Room Makeup Air Intake Structure East and West SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-31 See 101334 See 101337 Enclosure for Condensate Storage Tank SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-32 See 101327 Pipe Tunnels (Typical) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-33 See 101635 Safety-Related Electrical Duct Banks - Typical Cross Section SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-34 See 101303 Typical Safety-Related Electrical Manholes SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-35 See 101692 Typical Reinforcing Detail at Base Slab and Wall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-36 See 101528 Service Water Pipe Access Vault Concrete Plan & Sections Precast Roof Option SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-37 Reactor Coolant Loop Support System, Dynamic Structural Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-1 Through-Wall Thermal Gradients SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-2 Control Rod Drive Mechanism SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-3 Control Rod Drive Mechanism Schematic SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-4 MGSGCABABMGSGAt 700ABCLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 6500ABCLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387At 700ABDLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203At 6500ABDLift Coil OffLift Coil On15.67916.38715.6410.038 0.01616.291G:\Word\Images_P\UFSAR\39N5.ds4Before Load TransferAfter Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-5 Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.0000100200300400500600700Temperature (0F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches) Control Rod Drive Mechanism Latch Clearance Thermal Effect SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-6 Lower Core Support Assembly (Core Barrel Assembly) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-7 Upper Core Support Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-8 Support ColumnsHead and VesselAlignment Pin LocationGuide Tube Assembly Locations G:\Word\Images_P\UFSAR\39N9.ds4 Plan View of Upper Core Support Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-9 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11-1 See 1-NHY-300219 Containment Structure Mat Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-1 Sh. 2 of 2 See 101402 Containment Structure Typical Reinforcing SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-2 See 101435 Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444 Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-3 Sh. 2 of 2 See 101440 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-4 Sh. 2 of 2 See 101443 Containment Structure Liner Details [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-5 Sh. 2 of 2 See 101463 Containment Structure Reinforcing at Penetrations SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-6 See 101438 Containment Structure Dome Reinforcing SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-7 See 101436 Design Temperature Gradient through Containment Wall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-8 Containment Pressure Transients Following a LOCA SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-9 Containment Cylinder Liner Temperature Transients Curve SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-10 Containment Dome Liner Temperature Transients Curve SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-11 "A""A"RZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A" - "A"G:\Word\Images_P\UFSAR\3812.ds4ZR Axisymetric Modeling Elements SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-12 Reinforced Concrete Idealization SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-13 Boundary Conditions for Equipment Hatch Analysis - Model Sketch SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-14 Shell Section Illustrating Computed Force and Moment Resultants SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-15 Containment Axisymetric Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-16 Three-Dimensional Finite Element Model for Equipment Hatch Analysis SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-17 142444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54"5"3"3 3/4"1110987654321#18 @ 12"#18 @ 12"#14 @ 22" @ 450#18 @ 22" @ 450Section C-C1" -10"OutsideInsideRebar in Membrane Region FromEl. 80' - 0" To El. 119" -0"1/30 x 54" = 1.8"2/30 x 54" = 3.6"4/30 x 54" = 7.2"MeridionalHoopSeismicG:\Word\Images_P\UFSAR\3818.ds4 Layered Cross Section Model for MARC-CDC Element 22 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-18 G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-19 Containment Structure Personnel Airlock SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-20 See 101496 Containment Structure Equipment Hatch with Personnel Airlock SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-21 See 101496 Typical High Energy Piping Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-22 See 805575 Typical Moderate Energy Piping Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-23 See 805575 Containment WallINBOARDOUTBOARDStainless SteelHeader PlateThermalInsulatingGasketFor Anchorage Details, Refer To Dwgs. 101495and 101497Liner PlateBox Mounting RingJunction BoxSleeveField WeldCarbon Steel Weld RingJunction (Terminal) Box G:\Word\Images\UFSAR\3824.ds4Canister Typical Electrical Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-24 Typical Ventilation Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-25 See 805573 Typical Ventilation Penetration SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-26 Electrical Penetration Seal Temperature Response Following 0.84 ft2 Split Rupture at 75% Power SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-27 Reactor Vessel Lateral Support SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-28 Primary Shield Wall Main Reinforcement and Anchorage System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-29 See 101425 Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-30 Control Room Makeup Air Intake Structure East and West SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-31 See 101334 See 101337 Enclosure for Condensate Storage Tank SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-32 See 101327 Pipe Tunnels (Typical) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-33 See 101635 Safety-Related Electrical Duct Banks - Typical Cross Section SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-34 See 101303 Typical Safety-Related Electrical Manholes SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-35 See 101692 Typical Reinforcing Detail at Base Slab and Wall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-36 See 101528 Service Water Pipe Access Vault Concrete Plan & Sections Precast Roof Option SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.8-37 Reactor Coolant Loop Support System, Dynamic Structural Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-1 Through-Wall Thermal Gradients SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-2 Control Rod Drive Mechanism SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-3 Control Rod Drive Mechanism Schematic SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-4 MGSGCABABMGSGAt 700ABCLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 6500ABCLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387At 700ABDLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203At 6500ABDLift Coil OffLift Coil On15.67916.38715.6410.038 0.01616.291G:\Word\Images_P\UFSAR\39N5.ds4Before Load TransferAfter Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-5 Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.0000100200300400500600700Temperature (0F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches) Control Rod Drive Mechanism Latch Clearance Thermal Effect SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-6 Lower Core Support Assembly (Core Barrel Assembly) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-7 Upper Core Support Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-8 Support ColumnsHead and VesselAlignment Pin LocationGuide Tube Assembly Locations G:\Word\Images_P\UFSAR\39N9.ds4 Plan View of Upper Core Support Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-9 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11-1 See 1-NHY-300219