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{{#Wiki_filter: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}}
{{#Wiki_filter: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 Rein forcing 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 Tran sients 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.ds4 ZR   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" @ 45 0#18 @ 22" @ 45 0Section C-C 1" -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 Wall INBOARDOUTBOARDStainless SteelHeader PlateThermalInsulating GasketFor 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 Vau lt 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.ds4 Before Load Transfe rAfter 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 Rein forcing 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 Tran sients 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.ds4 ZR   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" @ 45 0#18 @ 22" @ 45 0Section C-C 1" -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 Wall INBOARDOUTBOARDStainless SteelHeader PlateThermalInsulating GasketFor 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 Vau lt 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.ds4 Before Load Transfe rAfter 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}}

Revision as of 07:11, 30 June 2018

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:
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 Rein forcing 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 Tran sients 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.ds4 ZR 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" @ 45 0#18 @ 22" @ 45 0Section C-C 1" -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 Wall INBOARDOUTBOARDStainless SteelHeader PlateThermalInsulating GasketFor 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 Vau lt 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.ds4 Before Load Transfe rAfter 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 Rein forcing 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 Tran sients 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.ds4 ZR 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" @ 45 0#18 @ 22" @ 45 0Section C-C 1" -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 Wall INBOARDOUTBOARDStainless SteelHeader PlateThermalInsulating GasketFor 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 Vau lt 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.ds4 Before Load Transfe rAfter 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