ML16147A182

7 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"

R Z

Nodal Circles Series of Rings Connected At Nodal Circles Triangular Solid of Revolution Quadrilateral Solid of Revolution Shell of Revolution Section "A" - "A" G:\\Word\\Images_P\\UFSAR\\3812.ds4 Z

R 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

1 4

2 4

4 4

4 2

2 2

1 1.8 7.2" 7.2" 7.2" 7.2" 7.2" 1.8 3.6" 3.6" 3.6" 3.6" 54" 5"

3" 3 3/4" 11 10 9

8 7

6 5

4 3

2 1

1. 18 @ 12"

1. 18 @ 12"

1. 14 @ 22" @ 450

1. 18 @ 22" @ 450 Section C-C 1" -10" Outside Inside Rebar in Membrane Region From El. 80' - 0" To El. 119" -0" 1/30 x 54" = 1.8" 2/30 x 54" = 3.6" 4/30 x 54" = 7.2" Meridional Hoop Seismic G:\\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 INBOARD OUTBOARD Stainless Steel Header Plate Thermal Insulating Gasket For Anchorage Details, Refer To Dwgs. 101495 and 101497 Liner Plate Box Mounting Ring Junction Box Sleeve Field Weld Carbon Steel Weld Ring Junction (Terminal) Box G:\\Word\\Images\\UFSAR\\3824.ds4 Canister 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

MG SG C

A B

A B

MG SG At 700 A

B C

Lift Coil Off Lift Coil On 15.640 16.265 15.625 0.015 0.015 16.250 At 6500 A

B C

Lift Coil Off Lift Coil On 15.725 16.375 15.679 0.046 0.068 16.387 At 700 A

B D

Lift Coil Off Lift Coil On 15.625 16.258 15.578 0.047 0.047 16.203 At 6500 A

B D

Lift Coil Off Lift Coil On 15.679 16.387 15.641 0.038 0.016 16.291 G:\\Word\\Images_P\\UFSAR\\39N5.ds4 Before Load Transfer After Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-5

Lift Coil Off Lift Coil ON MG Clearance After Load Transfer Lift Coil Off Lift Coil ON SG Clearance Before Load Transfer 0.080 0.070 0.060 0.050 0.040 0.030 0.020 0.010 0.000 0

100 200 300 400 500 600 700 Temperature (0F)

G:\\Word\\Images_P\\UFSAR\\39N6.ds4 Clearance 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 Columns Head and Vessel Alignment Pin Location Guide 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"

R Z

Nodal Circles Series of Rings Connected At Nodal Circles Triangular Solid of Revolution Quadrilateral Solid of Revolution Shell of Revolution Section "A" - "A" G:\\Word\\Images_P\\UFSAR\\3812.ds4 Z

R 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

1 4

2 4

4 4

4 2

2 2

1 1.8 7.2" 7.2" 7.2" 7.2" 7.2" 1.8 3.6" 3.6" 3.6" 3.6" 54" 5"

3" 3 3/4" 11 10 9

8 7

6 5

4 3

2 1

1. 18 @ 12"

1. 18 @ 12"

1. 14 @ 22" @ 450

1. 18 @ 22" @ 450 Section C-C 1" -10" Outside Inside Rebar in Membrane Region From El. 80' - 0" To El. 119" -0" 1/30 x 54" = 1.8" 2/30 x 54" = 3.6" 4/30 x 54" = 7.2" Meridional Hoop Seismic G:\\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 INBOARD OUTBOARD Stainless Steel Header Plate Thermal Insulating Gasket For Anchorage Details, Refer To Dwgs. 101495 and 101497 Liner Plate Box Mounting Ring Junction Box Sleeve Field Weld Carbon Steel Weld Ring Junction (Terminal) Box G:\\Word\\Images\\UFSAR\\3824.ds4 Canister 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

MG SG C

A B

A B

MG SG At 700 A

B C

Lift Coil Off Lift Coil On 15.640 16.265 15.625 0.015 0.015 16.250 At 6500 A

B C

Lift Coil Off Lift Coil On 15.725 16.375 15.679 0.046 0.068 16.387 At 700 A

B D

Lift Coil Off Lift Coil On 15.625 16.258 15.578 0.047 0.047 16.203 At 6500 A

B D

Lift Coil Off Lift Coil On 15.679 16.387 15.641 0.038 0.016 16.291 G:\\Word\\Images_P\\UFSAR\\39N5.ds4 Before Load Transfer After Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.9(N)-5

Lift Coil Off Lift Coil ON MG Clearance After Load Transfer Lift Coil Off Lift Coil ON SG Clearance Before Load Transfer 0.080 0.070 0.060 0.050 0.040 0.030 0.020 0.010 0.000 0

100 200 300 400 500 600 700 Temperature (0F)

G:\\Word\\Images_P\\UFSAR\\39N6.ds4 Clearance 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 Columns Head and Vessel Alignment Pin Location Guide 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