ML16147A182

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

ML16147A182
Person / Time
Site:	Seabrook
Issue date:	04/29/2016
From:	NextEra Energy Seabrook
To:	Office of Nuclear Reactor Regulation
Shared Package
ML16260A369	List: ML16147A155 ML16147A156 ML16147A157 ML16147A158 ML16147A159 ML16147A160 ML16147A161 ML16147A165 ML16147A169 ML16147A170 ML16147A171 ML16147A172 ML16147A174 ML16147A175 ML16147A176 ML16147A177 ML16147A178 ML16147A179 ML16147A180 ML16147A181 ML16147A182 ML16147A183 ML16147A185 ML16147A186 ML16147A187 ML16147A188 ML16147A189 ML16147A190 ML16147A191 ML16147A192 ML16147A194 ML16147A195 ML16147A196 ML16147A200 ML16147A202 ML16260A121 ML16260A122 ML16260A123 ML16260A124 ML16260A125 ML16260A126 ML16260A127 SBK-L-16048, Revision 17 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]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 2 of 2 See 101402

Containment Structure Typical Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-2 See 101435

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 2 of 2 See 101440

Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 2 of 2 See 101443

Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 2 of 2 See 101463

Containment Structure Rein forcing at Penetrations S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-6 See 101438

Containment Structure Dome Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-7 See 101436

Design Temperature Gradient through Containment Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-8

Containment Pressure Tran sients Following a LOCA S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-9

Containment Cylinder Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-10

Containment Dome Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-11

" A"" A" R ZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A" - "A"G:\Word\Images_P\UFSAR\3812.ds4 Z R Axisymetric Modeling Elements S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-12

Reinforced Concrete Idealization S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-13

Boundary Conditions for Equipment Hatch Analysis - Model Sketch S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-14

Shell Section Illustrating Computed Force and Moment Resultants S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-15

Containment Axisymetric Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-16

Three-Dimensional Finite Element Model for Equipment Hatch Analysis S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-17

1 42444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54" 5" 3"3 3/4" 11 10 9 8 7 6 5 4 3 2 1#18 @ 12"#18 @ 12"#14 @ 22" @ 45 0#18 @ 22" @ 45 0 Section 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-18

G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-19

Containment Structure Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-20 See 101496

Containment Structure Equipment Hatch with Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-21 See 101496

Typical High Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-22 See 805575

Typical Moderate Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-23 See 805575

Containment Wall INBOARDOUTBOARDStainless SteelHeader PlateThermal Insulating 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-24

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-25 See 805573

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-26

Electrical Penetration Seal Temperature Response Following 0.84 ft 2 Split Rupture at 75% Power S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-27

Reactor Vessel Lateral Support S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-28

Primary Shield Wall Main Reinforcement and Anchorage System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-29 See 101425

Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-30

Control Room Makeup Air Intake Structure East and West S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-31 See 101334 See 101337

Enclosure for Condensate Storage Tank S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-32 See 101327

Pipe Tunnels (Typical)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-33 See 101635

Safety-Related Electrical Duct Banks - Typical Cross Section S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-34 See 101303

Typical Safety-Related Electrical Manholes S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-35 See 101692

Typical Reinforcing Detail at Base Slab and Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-36 See 101528

Service Water Pipe Access Vau lt Concrete Plan & Sections Precast Roof Option S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-37

Reactor Coolant Loop Support System, Dynamic Structural Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-1

Through-Wall Thermal Gradients S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-2

Control Rod Drive Mechanism S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-3

Control Rod Drive Mechanism Schematic S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-4

MG SG C A B A B MG SG At 70 0 AB CLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 650 0 AB CLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387 At 70 0 AB DLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203 At 650 0 AB DLift 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-5

Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.000 01 0 0 200300 400 500 600 700Temperature (0 F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches)

Control Rod Drive Mechanism Latch Clearance Thermal Effect S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-6

Lower Core Support Assembly (Core Barrel Assembly)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-7

Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT 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]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 2 of 2 See 101402

Containment Structure Typical Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-2 See 101435

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 2 of 2 See 101440

Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 2 of 2 See 101443

Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 2 of 2 See 101463

Containment Structure Rein forcing at Penetrations S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-6 See 101438

Containment Structure Dome Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-7 See 101436

Design Temperature Gradient through Containment Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-8

Containment Pressure Tran sients Following a LOCA S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-9

Containment Cylinder Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-10

Containment Dome Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-11

" A"" A" R ZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A" - "A"G:\Word\Images_P\UFSAR\3812.ds4 Z R Axisymetric Modeling Elements S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-12

Reinforced Concrete Idealization S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-13

Boundary Conditions for Equipment Hatch Analysis - Model Sketch S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-14

Shell Section Illustrating Computed Force and Moment Resultants S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-15

Containment Axisymetric Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-16

Three-Dimensional Finite Element Model for Equipment Hatch Analysis S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-17

1 42444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54" 5" 3"3 3/4" 11 10 9 8 7 6 5 4 3 2 1#18 @ 12"#18 @ 12"#14 @ 22" @ 45 0#18 @ 22" @ 45 0 Section 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-18

G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-19

Containment Structure Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-20 See 101496

Containment Structure Equipment Hatch with Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-21 See 101496

Typical High Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-22 See 805575

Typical Moderate Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-23 See 805575

Containment Wall INBOARDOUTBOARDStainless SteelHeader PlateThermal Insulating 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-24

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-25 See 805573

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-26

Electrical Penetration Seal Temperature Response Following 0.84 ft 2 Split Rupture at 75% Power S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-27

Reactor Vessel Lateral Support S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-28

Primary Shield Wall Main Reinforcement and Anchorage System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-29 See 101425

Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-30

Control Room Makeup Air Intake Structure East and West S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-31 See 101334 See 101337

Enclosure for Condensate Storage Tank S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-32 See 101327

Pipe Tunnels (Typical)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-33 See 101635

Safety-Related Electrical Duct Banks - Typical Cross Section S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-34 See 101303

Typical Safety-Related Electrical Manholes S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-35 See 101692

Typical Reinforcing Detail at Base Slab and Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-36 See 101528

Service Water Pipe Access Vau lt Concrete Plan & Sections Precast Roof Option S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-37

Reactor Coolant Loop Support System, Dynamic Structural Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-1

Through-Wall Thermal Gradients S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-2

Control Rod Drive Mechanism S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-3

Control Rod Drive Mechanism Schematic S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-4

MG SG C A B A B MG SG At 70 0 AB CLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 650 0 AB CLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387 At 70 0 AB DLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203 At 650 0 AB DLift 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-5

Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.000 01 0 0 200300 400 500 600 700Temperature (0 F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches)

Control Rod Drive Mechanism Latch Clearance Thermal Effect S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-6

Lower Core Support Assembly (Core Barrel Assembly)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-7

Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT 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 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-9

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11

-1 See 1-NHY-300219