ML16147A182: Difference between revisions
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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 | {{#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
| 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