ML19003A347

To Integrated Final Safety Analysis Report, Chapter 3, Table of Contents

ML19003A347
Person / Time
Site:	Turkey Point
Issue date:	12/21/2018
From:	Florida Power & Light Co
To:	Office of New Reactors
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ML19003A318	List: L-2018-237, Integrated Final Safety Analysis Report Tier 1, Rev. 0 ML19003A292 ML19003A296 ML19003A298 ML19003A299 ML19003A300 ML19003A301 ML19003A302 ML19003A304 ML19003A306 ML19003A307 ML19003A308 ML19003A309 ML19003A311 ML19003A312 ML19003A313 ML19003A314 ML19003A315 ML19003A317 ML19003A319 ML19003A320 ML19003A321 ML19003A322 ML19003A323 ML19003A324 ML19003A325 ML19003A326 ML19003A327 ML19003A328 ML19003A329 ML19003A330 ML19003A331 ML19003A332 ML19003A333 ML19003A334 ML19003A335 ML19003A336 ML19003A337 ML19003A338 ML19003A339 ML19003A340 ML19003A341 ML19003A342 ML19003A344 ML19003A345 ML19003A347 ML19003A348 ML19003A349 ML19003A350 ML19003A351 ... further results
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L-2018-237
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Chapter 3 IFSAR Table of Contents Chapter 1 Introduction and General Description of the Plant Chapter 2 Site Characteristics Chapter 3 Design of Structures, Components, Equipment and Systems Chapter 4 Reactor Chapter 5 Reactor Coolant System and Connected Systems Chapter 6 Engineered Safety Features Chapter 7 Instrumentation and Controls Chapter 8 Electric Power Chapter 9 Auxiliary Systems Chapter 10 Steam and Power Conversion Chapter 11 Radioactive Waste Management Chapter 12 Radiation Protection Chapter 13 Conduct of Operation Chapter 14 Initial Test Program Chapter 15 Accident Analyses Chapter 16 Technical Specifications Chapter 17 Quality Assurance Chapter 18 Human Factors Engineering Chapter 19 Probabilistic Risk Assessment IFSAR Formatting Legend Color Description Original Westinghouse AP1000 DCD Revision 19 content (part of plant-specific DCD)

Departures from AP1000 DCD Revision 19 content (part of plant-specific DCD)

Standard FSAR content Site-specific FSAR content Linked cross-references (chapters, appendices, sections, subsections, tables, figures, and references)

3-i Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS Section Title Page CHAPTER 3 DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT AND SYSTEMS...................................................................................................... 3.1-1 3.1 Conformance with Nuclear Regulatory Commission General Design Criteria............................................................................................................ 3.1-1 3.1.1 Overall Requirements.................................................................... 3.1-1 3.1.2 Protection by Multiple Fission Product Barriers............................. 3.1-4 3.1.3 Protection and Reactivity Control Systems.................................. 3.1-10 3.1.4 Fluid Systems.............................................................................. 3.1-14 3.1.5 Reactor Containment................................................................... 3.1-23 3.1.6 Fuel and Reactivity Control......................................................... 3.1-26 3.1.7 Combined License Information.................................................... 3.1-29 3.1.8 References.................................................................................. 3.1-29 3.2 Classification of Structures, Components, and Systems............................... 3.2-1 3.2.1 Seismic Classification.................................................................... 3.2-1 3.2.1.1 Definitions................................................................... 3.2-1 3.2.1.2 Classifications............................................................. 3.2-3 3.2.1.3 Classification of Building Structures........................... 3.2-3 3.2.2 AP1000 Classification System....................................................... 3.2-3 3.2.2.1 Classification Definitions............................................. 3.2-3 3.2.2.2 Application of Classification........................................ 3.2-4 3.2.2.3 Equipment Class A..................................................... 3.2-5 3.2.2.4 Equipment Class B..................................................... 3.2-5 3.2.2.5 Equipment Class C..................................................... 3.2-6 3.2.2.6 Equipment Class D..................................................... 3.2-7 3.2.2.7 Other Equipment Classes........................................... 3.2-9 3.2.2.8 Instrumentation and Control Line Interface Criteria.. 3.2-11 3.2.2.9 Electrical Classifications........................................... 3.2-11 3.2.3 Inspection Requirements............................................................. 3.2-11 3.2.4 Application of AP1000 Safety-Related Equipment and Seismic Classification System.................................................................. 3.2-12 3.2.5 Combined License Information.................................................... 3.2-16 3.2.6 References.................................................................................. 3.2-16 3.3 Wind and Tornado Loadings.......................................................................... 3.3-1 3.3.1 Wind Loadings............................................................................... 3.3-1 3.3.1.1 Design Wind Velocity.................................................. 3.3-1 3.3.1.2 Determination of Applied Forces................................ 3.3-1 3.3.2 Tornado Loadings.......................................................................... 3.3-1 3.3.2.1 Applicable Design Parameters................................... 3.3-2 3.3.2.2 Determination of Forces on Structures....................... 3.3-2 3.3.2.3 Effect of Failure of Structures or Components Not Designed for Tornado Loads...................................... 3.3-3 3.3.2.4 Tornado Loads on the Passive Containment Cooling System Air Baffle........................................... 3.3-3 3.3.3 Combined License Information...................................................... 3.3-4 3.3.4 References.................................................................................... 3.3-4 3.4 Water Level (Flood) Design........................................................................... 3.4-1 3.4.1 Flood Protection............................................................................ 3.4-1

3-ii Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3.4.1.1 Flood Protection Measures for Seismic Category I Structures, Systems, and Components...................... 3.4-1 3.4.1.2 Evaluation of Flooding Events.................................... 3.4-4 3.4.1.3 Permanent Dewatering System................................ 3.4-20 3.4.2 Analytical and Test Procedures................................................... 3.4-20 3.4.3 Combined License Information.................................................... 3.4-20 3.4.4 References.................................................................................. 3.4-20 3.5 Missile Protection........................................................................................... 3.5-1 3.5.1 Missile Selection and Description.................................................. 3.5-3 3.5.1.1 Internally Generated Missiles (Outside Containment) 3.5-3 3.5.1.2 Internally Generated Missiles (Inside Containment)... 3.5-7 3.5.1.3 Turbine Missiles.......................................................... 3.5-9 3.5.1.4 Missiles Generated by Natural Phenomena............. 3.5-10 3.5.1.5 Missiles Generated by Events Near the Site............ 3.5-11 3.5.1.6 Aircraft Hazards........................................................ 3.5-11 3.5.2 Protection from Externally Generated Missiles............................ 3.5-12 3.5.3 Barrier Design Procedures.......................................................... 3.5-14 3.5.3.1 Ductility Factors for Steel Structures........................ 3.5-16 3.5.4 Combined License Information.................................................... 3.5-16 3.5.5 References.................................................................................. 3.5-17 3.6 Protection Against the Dynamic Effects Associated with the Postulated Rupture of Piping........................................................................................... 3.6-1 3.6.1 Postulated Piping Failures in Fluid Systems Inside and Outside Containment..................................................................... 3.6-2 3.6.1.1 Design Basis............................................................... 3.6-3 3.6.1.2 Description.................................................................. 3.6-5 3.6.1.3 Safety Evaluation........................................................ 3.6-7 3.6.2 Determination of Break Locations and Dynamic Effects Associated with the Postulated Rupture of Piping....................... 3.6-10 3.6.2.1 Criteria Used to Define High-and Moderate-Energy Break and Crack Locations and Configurations....... 3.6-10 3.6.2.2 Analytical Methods to Define Jet Thrust Forcing Functions and Response Models............................. 3.6-17 3.6.2.3 Dynamic Analysis Methods to Verify Integrity and Operability................................................................. 3.6-18 3.6.2.4 Protective Assembly Design Criteria........................ 3.6-22 3.6.2.5 Evaluation of Dynamic Effects of Pipe Ruptures...... 3.6-22 3.6.2.6 Evaluation of Flooding Effects from Pipe Failures.... 3.6-25 3.6.2.7 Evaluation of Spray Effects from High-and Moderate-Energy Through-Wall Cracks................... 3.6-25 3.6.3 Leak-before-Break Evaluation Procedures.................................. 3.6-25 3.6.3.1 Application of Mechanistic Pipe Break Criteria......... 3.6-26 3.6.3.2 Design Criteria for Leak-before-Break...................... 3.6-27 3.6.3.3 Analysis Methods and Criteria.................................. 3.6-29 3.6.3.4 Documentation of Leak-before-Break Evaluations... 3.6-30 3.6.4 Combined License Information.................................................... 3.6-30 3.6.4.1 Pipe Break Hazard Analysis..................................... 3.6-30

3-iii Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3.6.4.2 Leak-before-Break Evaluation of As-Designed Piping........................................................................ 3.6-31 3.6.4.3 Leak-before-Break Evaluation of As-Built Piping...... 3.6-31 3.6.4.4 Primary System Inspection Program for Leak-before-Break Piping............................................................. 3.6-31 3.6.5 References.................................................................................. 3.6-31 3.7 Seismic Design.............................................................................................. 3.7-1 3.7.1 Seismic Input................................................................................. 3.7-1 3.7.1.1 Design Response Spectra.......................................... 3.7-1 3.7.1.2 Design Time History................................................... 3.7-5 3.7.1.3 Critical Damping Values............................................. 3.7-6 3.7.1.4 Supporting Media for Seismic Category I Structures.. 3.7-7 3.7.2 Seismic System Analysis............................................................... 3.7-9 3.7.2.1 Seismic Analysis Methods........................................ 3.7-10 3.7.2.2 Natural Frequencies and Response Loads.............. 3.7-11 3.7.2.3 Procedure Used for Modeling................................... 3.7-11 3.7.2.4 Soil-Structure Interaction.......................................... 3.7-15 3.7.2.5 Development of Floor Response Spectra................. 3.7-15 3.7.2.6 Three Components of Earthquake Motion................ 3.7-16 3.7.2.7 Combination of Modal Responses............................ 3.7-17 3.7.2.8 Interaction of Seismic Category II and Nonseismic Structures with Seismic Category I Structures, Systems, or Components......................................... 3.7-17 3.7.2.9 Effects of Parameter Variations on Floor Response Spectra..................................................................... 3.7-22 3.7.2.10 Use of Constant Vertical Static Factors.................... 3.7-23 3.7.2.11 Method Used to Account for Torsional Effects......... 3.7-23 3.7.2.12 Methods for Seismic Analysis of Dams.................... 3.7-23 3.7.2.13 Determination of Seismic Category I Structure Overturning Moments............................................... 3.7-23 3.7.2.14 Analysis Procedure for Damping.............................. 3.7-24 3.7.3 Seismic Subsystem Analysis....................................................... 3.7-24 3.7.3.1 Seismic Analysis Methods........................................ 3.7-24 3.7.3.2 Determination of Number of Earthquake Cycles...... 3.7-24 3.7.3.3 Procedure Used for Modeling................................... 3.7-25 3.7.3.4 Basis for Selection of Frequencies........................... 3.7-25 3.7.3.5 Equivalent Static Load Method of Analysis............... 3.7-26 3.7.3.6 Three Components of Earthquake Motion................ 3.7-27 3.7.3.7 Combination of Modal Responses............................ 3.7-27 3.7.3.8 Analytical Procedure for Piping................................. 3.7-32 3.7.3.9 Combination of Support Responses......................... 3.7-36 3.7.3.10 Vertical Static Factors............................................... 3.7-38 3.7.3.11 Torsional Effects of Eccentric Masses...................... 3.7-38 3.7.3.12 Seismic Category I Buried Piping Systems and Tunnels..................................................................... 3.7-39 3.7.3.13 Interaction of Other Systems with Seismic Category I Systems.................................................................. 3.7-39

3-iv Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3.7.3.14 Seismic Analyses for Reactor Internals.................... 3.7-44 3.7.3.15 Analysis Procedure for Damping.............................. 3.7-44 3.7.3.16 Analysis of Seismic Category I Tanks...................... 3.7-45 3.7.3.17 Time History Analysis of Piping Systems................. 3.7-45 3.7.4 Seismic Instrumentation.............................................................. 3.7-46 3.7.4.1 Comparison with Regulatory Guide 1.12.................. 3.7-46 3.7.4.2 Location and Description of Instrumentation............ 3.7-46 3.7.4.3 Control Room Operator Notification.......................... 3.7-48 3.7.4.4 Comparison of Measured and Predicted Responses................................................................ 3.7-48 3.7.4.5 Tests and Inspections............................................... 3.7-48 3.7.5 Combined License Information.................................................... 3.7-48 3.7.5.1 Seismic Analysis of Dams........................................ 3.7-48 3.7.5.2 Post-Earthquake Procedures.................................... 3.7-48 3.7.5.3 Seismic Interaction Review....................................... 3.7-49 3.7.5.4 Reconciliation of Seismic Analyses of Nuclear Island Structures....................................................... 3.7-49 3.7.5.5 Free Field Acceleration Sensor................................ 3.7-49 3.7.6 References.................................................................................. 3.7-49 3.8 Design of Category I Structures..................................................................... 3.8-1 3.8.1 Concrete Containment................................................................... 3.8-1 3.8.2 Steel Containment......................................................................... 3.8-1 3.8.2.1 Description of the Containment.................................. 3.8-1 3.8.2.2 Applicable Codes, Standards, and Specifications...... 3.8-5 3.8.2.3 Loads and Load Combinations................................... 3.8-5 3.8.2.4 Design and Analysis Procedures................................ 3.8-6 3.8.2.5 Structural Criteria...................................................... 3.8-14 3.8.2.6 Materials, Quality Control, and Special Construction Techniques............................................................... 3.8-15 3.8.2.7 Testing and In-Service Inspection Requirements..... 3.8-16 3.8.3 Concrete and Steel Internal Structures of Steel Containment..... 3.8-16 3.8.3.1 Description of the Containment Internal Structures.. 3.8-16 3.8.3.2 Applicable Codes, Standards, and Specifications.... 3.8-20 3.8.3.3 Loads and Load Combinations................................. 3.8-20 3.8.3.4 Analysis Procedures................................................. 3.8-22 3.8.3.5 Design Procedures and Acceptance Criteria............ 3.8-28 3.8.3.6 Materials, Quality Control, and Special Construction Techniques............................................................... 3.8-35 3.8.3.7 In-Service Testing and Inspection Requirements..... 3.8-36 3.8.3.8 Construction Inspection............................................ 3.8-36 3.8.4 Other Category I Structures......................................................... 3.8-37 3.8.4.1 Description of the Structures.................................... 3.8-37 3.8.4.2 Applicable Codes, Standards, and Specifications.... 3.8-42 3.8.4.3 Loads and Load Combinations................................. 3.8-42 3.8.4.4 Design and Analysis Procedures.............................. 3.8-45 3.8.4.5 Structural Criteria...................................................... 3.8-49

3-v Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3.8.4.6 Materials, Quality Control, and Special Construction Techniques............................................................... 3.8-53 3.8.4.7 Testing and In-Service Inspection Requirements..... 3.8-55 3.8.4.8 Construction Inspection............................................ 3.8-55 3.8.5 Foundations................................................................................. 3.8-56 3.8.5.1 Description of the Foundations................................. 3.8-56 3.8.5.2 Applicable Codes, Standards, and Specifications.... 3.8-57 3.8.5.3 Loads and Load Combinations................................. 3.8-57 3.8.5.4 Design and Analysis Procedures.............................. 3.8-58 3.8.5.5 Structural Criteria...................................................... 3.8-63 3.8.5.6 Materials, Quality Control, and Special Construction Techniques............................................................... 3.8-66 3.8.5.7 In-Service Testing and Inspection Requirements..... 3.8-66 3.8.5.8 Construction Inspection............................................ 3.8-66 3.8.6 Combined License Information.................................................... 3.8-67 3.8.6.1 Containment Vessel Design Adjacent to Large Penetrations.............................................................. 3.8-67 3.8.6.2 Passive Containment Cooling System Water Storage Tank Examination....................................... 3.8-67 3.8.6.3 As-Built Summary Report......................................... 3.8-67 3.8.6.4 In-Service Inspection of Containment Vessel........... 3.8-67 3.8.6.5 Structures Inspection Program................................. 3.8-67 3.8.6.6 Construction Procedures Program........................... 3.8-67 3.8.7 References.................................................................................. 3.8-67 3.9 Mechanical Systems and Components.......................................................... 3.9-1 3.9.1 Special Topics for Mechanical Components.................................. 3.9-1 3.9.1.1 Design Transients....................................................... 3.9-1 3.9.1.2 Computer Programs Used in Analyses..................... 3.9-23 3.9.1.3 Experimental Stress Analysis................................... 3.9-23 3.9.1.4 Considerations for the Evaluation of the Faulted Conditions................................................................. 3.9-23 3.9.1.5 Module Interaction, Coupling, and Other Issues....... 3.9-24 3.9.2 Dynamic Testing and Analysis.................................................... 3.9-24 3.9.2.1 Piping Vibration, Thermal Expansion, and Dynamic Effects....................................................................... 3.9-24 3.9.2.2 Seismic Qualification Testing of Safety-Related Mechanical Equipment............................................. 3.9-26 3.9.2.3 Dynamic Response Analysis of Reactor Internals under Operational Flow Transients and Steady-State Conditions................................................................. 3.9-28 3.9.2.4 Pre-operational Flow-Induced Vibration Testing of Reactor Internals...................................................... 3.9-31 3.9.2.5 Dynamic System Analysis of the Reactor Internals Under Faulted Conditions......................................... 3.9-33 3.9.2.6 Correlation of Reactor Internals Vibration Tests with the Analytical Results............................................... 3.9-37

3-vi Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3.9.3 ASME Code Classes 1, 2, and 3 Components, Component Supports, and Core Support Structures...................................... 3.9-37 3.9.3.1 Loading Combinations, Design Transients, and Stress Limits............................................................. 3.9-38 3.9.3.2 Pump and Valve Operability Assurance................... 3.9-51 3.9.3.3 Design and Installation Criteria of Class 1, 2, and 3 Pressure Relieving Devices................................... 3.9-53 3.9.3.4 Component and Piping Supports.............................. 3.9-55 3.9.3.5 Instrumentation Line Supports.................................. 3.9-62 3.9.4 Control Rod Drive System (CRDS).............................................. 3.9-62 3.9.4.1 Descriptive Information of CRDS.............................. 3.9-62 3.9.4.2 Applicable CRDS Design Specifications................... 3.9-67 3.9.4.3 Design Loads, Stress Limits, and Allowable Deformations............................................................ 3.9-70 3.9.4.4 Control Rod Drive Mechanism Performance Assurance Program.................................................. 3.9-70 3.9.5 Reactor Pressure Vessel Internals.............................................. 3.9-71 3.9.5.1 Design Arrangements............................................... 3.9-71 3.9.5.2 Design Loading Conditions....................................... 3.9-73 3.9.5.3 Design Bases............................................................ 3.9-74 3.9.6 Inservice Testing of Pumps and Valves...................................... 3.9-76 3.9.6.1 Inservice Testing of Pumps...................................... 3.9-77 3.9.6.2 Inservice Testing of Valves....................................... 3.9-77 3.9.6.3 Relief Requests........................................................ 3.9-87 3.9.7 Integrated Head Package............................................................ 3.9-88 3.9.7.1 Design Bases............................................................ 3.9-88 3.9.7.2 Design Description.................................................... 3.9-89 3.9.7.3 Design Evaluation..................................................... 3.9-91 3.9.7.4 Inspection and Testing Requirements...................... 3.9-91 3.9.8 Combined License Information.................................................... 3.9-91 3.9.8.1 Reactor Internals Vibration Assessment and Predicted Response................................................. 3.9-91 3.9.8.2 Design Specifications and Reports........................... 3.9-91 3.9.8.3 Snubber Operability Testing..................................... 3.9-92 3.9.8.4 Valve Inservice Testing............................................. 3.9-92 3.9.8.5 Surge Line Thermal Monitoring................................ 3.9-92 3.9.8.6 Piping Benchmark Program...................................... 3.9-92 3.9.8.7 As-Designed Piping Analysis.................................... 3.9-92 3.9.9 References.................................................................................. 3.9-93 3.10 Seismic and Dynamic Qualification of Seismic Category I Mechanical and Electrical Equipment............................................................................. 3.10-1 3.10.1 Seismic and Dynamic Qualification Criteria................................. 3.10-2 3.10.1.1 Qualification Standards............................................. 3.10-2 3.10.1.2 Performance Requirements for Seismic Qualification.............................................................. 3.10-2 3.10.1.3 Performance Criteria................................................. 3.10-2

3-vii Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3.10.2 Methods and Procedures for Qualifying Electrical Equipment, Instrumentation, and Mechanical Components........................... 3.10-3 3.10.2.1 Seismic Qualification of Instrumentation and Electrical Equipment................................................. 3.10-4 3.10.2.2 Seismic and Operability Qualification of Active Mechanical Equipment............................................. 3.10-4 3.10.2.3 Valve Operator Qualification..................................... 3.10-6 3.10.2.4 Seismic Qualification of Other Seismic Category I Mechanical Equipment............................................. 3.10-6 3.10.3 Method and Procedures for Qualifying Supports of Electrical Equipment, Instrumentation, and Mechanical Components........ 3.10-6 3.10.4 Documentation............................................................................ 3.10-6 3.10.5 Standard Review Plan Evaluation............................................... 3.10-7 3.10.6 Combined License Information Item on Experienced-Based Qualification................................................................................. 3.10-7 3.10.7 References.................................................................................. 3.10-7 3.11 Environmental Qualification of Mechanical and Electrical Equipment......... 3.11-1 3.11.1 Equipment Identification and Environmental Conditions............. 3.11-1 3.11.1.1 Equipment Identification........................................... 3.11-1 3.11.1.2 Definition of Environmental Conditions..................... 3.11-1 3.11.1.3 Equipment Operability Times.................................... 3.11-2 3.11.1.4 Standard Review Plan Evaluation............................ 3.11-3 3.11.2 Qualification Tests and Analysis.................................................. 3.11-3 3.11.2.1 Environmental Qualification of Electrical Equipment................................................................. 3.11-3 3.11.2.2 Environmental Qualification of Mechanical Equipment................................................................. 3.11-3 3.11.3 Loss of Ventilation....................................................................... 3.11-4 3.11.4 Estimated Radiation and Chemical Environment........................ 3.11-4 3.11.5 Combined License Information Item for Equipment Qualification File............................................................................................... 3.11-5 3.11.6 References.................................................................................. 3.11-6 APPENDIX 3A HVAC DUCTS AND DUCT SUPPORTS......................................................3A-1 3A.1 Codes and Standards.....................................................................................3A-1 3A.2 Loads and Load Combinations.......................................................................3A-1 3A.2.1 Loads..............................................................................................3A-1 3A.2.1.1 Dead Load (D)...........................................................3A-1 3A.2.1.2 Construction Live Load (L)........................................3A-1 3A.2.1.3 Pressure (P)..............................................................3A-1 3A.2.1.4 Safe Shutdown Earthquake (Es)...............................3A-2 3A.2.1.5 Wind Loads (W).........................................................3A-2 3A.2.1.6 Tornado Loads (Wt)..................................................3A-2 3A.2.1.7 External Pressure Differential Loads (PA).................3A-2 3A.2.1.8 Thermal (TO/TA).......................................................3A-2 3A.2.2 Load Combinations.........................................................................3A-2 3A.3 Analysis and Design........................................................................................3A-2 3A.3.1 Response Due to Seismic Loads...................................................3A-3

3-viii Revision 0 Turkey Point Units 6 & 7 - IFSAR TABLE OF CONTENTS (CONTINUED)

Section Title Page 3A.3.2 Deflection Criteria...........................................................................3A-3 3A.3.3 Relative Movement.........................................................................3A-3 3A.3.4 Allowable Stresses.........................................................................3A-3 3A.3.5 Connections....................................................................................3A-3 APPENDIX 3B LEAK-BEFORE-BREAK EVALUATION OF THE AP1000 PIPING..............3B-1 3B.1 Leak-before-Break Criteria for AP1000 Piping................................................3B-1 3B.2 Potential Failure Mechanisms for AP1000 Piping...........................................3B-2 3B.2.1 Erosion-Corrosion Induced Wall Thinning......................................3B-2 3B.2.2 Stress Corrosion Cracking..............................................................3B-3 3B.2.3 Water Hammer...............................................................................3B-4 3B.2.4 Fatigue............................................................................................3B-5 3B.2.5 Thermal Aging................................................................................3B-6 3B.2.6 Thermal Stratification......................................................................3B-6 3B.2.7 Other Mechanisms.........................................................................3B-7 3B.3 Leak-before-Break Bounding Analysis............................................................3B-8 3B.3.1 Procedure for Stainless Steel Piping..............................................3B-8 3B.3.1.1 Pipe Geometry, Material and Operating Conditions..3B-8 3B.3.1.2 Pipe Physical Properties...........................................3B-9 3B.3.1.3 Low Normal Stress Case (Case 1)............................3B-9 3B.3.1.4 High Normal Stress Case (Case 2)...........................3B-9 3B.3.1.5 Develop the Bounding Analysis Curve....................3B-10 3B.3.2 Procedure for Non-stainless Steel Piping.....................................3B-10 3B.3.2.1 Pipe Geometry, Material and Operating Conditions...............................................................3B-10 3B.3.2.2 Calculations Steps...................................................3B-10 3B.3.2.3 Low Normal Stress Case (Case 1)..........................3B-11 3B.3.2.4 High Normal Stress Case (Case 2).........................3B-11 3B.3.2.5 Develop the Bounding Analysis Curve....................3B-11 3B.3.3 Evaluation of Piping System Using Bounding Analysis Curves....3B-12 3B.3.3.1 Calculation of Stresses............................................3B-12 3B.3.3.2 Normal Loads..........................................................3B-13 3B.3.3.3 Maximum Loads......................................................3B-13 3B.3.3.4 Bounding Analysis Curve Comparison - LBB Criteria.....................................................................3B-14 3B.3.4 Bounding Analysis Results...........................................................3B-14 3B.4 Differences in Leak-before-Break Analysis for Stainless Steel and Ferritic Steel Pipe..........................................................................................3B-14 3B.5 Differences in Inspection Criteria for Class 1, 2, and 3 Systems..................3B-14 3B.6 Differences in Fabrication Requirements of ASME Class 1, Class 2, and Class 3 Piping........................................................................................3B-14 3B.7 Sensitivity Study for the Constraint Effect on LBB........................................3B-15 3B.8 References....................................................................................................3B-15 APPENDIX 3C REACTOR COOLANT LOOP ANALYSIS METHODS................................3C-1 3C.1 Reactor Coolant Loop Model Description.......................................................3C-1 3C.1.1 Steam Generator Model.................................................................3C-1 3C.1.1.1 Steam Generator Mass and Geometrical Model.......3C-1 3C.1.1.2 Steam Generator Supports.......................................3C-1

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Section Title Page 3C.1.2 Reactor Coolant Pump Model........................................................3C-1 3C.1.2.1 Static Model...............................................................3C-1 3C.1.2.2 Seismic Model...........................................................3C-1 3C.1.2.3 Reactor Coolant Pump Supports...............................3C-2 3C.1.3 Reactor Pressure Vessel Model.....................................................3C-2 3C.1.3.1 Mass and Geometrical Model....................................3C-2 3C.1.3.2 Reactor Pressure Vessel Supports...........................3C-2 3C.1.4 Containment Interior Building Structure Model...............................3C-2 3C.1.5 Reactor Coolant Loop Piping Model...............................................3C-2 3C.2 Design Requirements......................................................................................3C-2 3C.3 Static Analyses................................................................................................3C-3 3C.3.1 Deadweight Analysis......................................................................3C-3 3C.3.2 Internal Pressure Analysis..............................................................3C-3 3C.3.3 Thermal Expansion Analysis..........................................................3C-3 3C.4 Seismic Analyses............................................................................................3C-3 3C.5 Reactor Coolant Loop Piping Stresses...........................................................3C-4 3C.6 Description of Computer Programs.................................................................3C-4 APPENDIX 3D METHODOLOGY FOR QUALIFYING AP1000 SAFETY-RELATED ELECTRICAL AND MECHANICAL EQUIPMENT........................................3D-1 3D.1 Purpose...........................................................................................................3D-2 3D.2 Scope..............................................................................................................3D-2 3D.3 Introduction.....................................................................................................3D-2 3D.4 Qualification Criteria........................................................................................3D-2 3D.4.1 Qualification Guides.......................................................................3D-3 3D.4.1.1 IEEE Standards.........................................................3D-3 3D.4.1.2 NRC Regulatory Guides............................................3D-4 3D.4.2 Definitions.......................................................................................3D-6 3D.4.3 Mild Versus Harsh Environments...................................................3D-6 3D.4.4 Test Sequence...............................................................................3D-7 3D.4.5 Aging..............................................................................................3D-8 3D.4.5.1 Design Life................................................................3D-8 3D.4.5.2 Shelf Life...................................................................3D-8 3D.4.5.3 Qualified Life.............................................................3D-8 3D.4.5.4 Qualified Life Reevaluation.......................................3D-9 3D.4.6 Operability Time...........................................................................3D-10 3D.4.7 Performance Criterion..................................................................3D-10 3D.4.8 Margin...........................................................................................3D-11 3D.4.8.1 Normal and Abnormal Extremes.............................3D-11 3D.4.8.2 Aging.......................................................................3D-11 3D.4.8.3 Radiation.................................................................3D-12 3D.4.8.4 Seismic Conditions..................................................3D-12 3D.4.8.5 High-Energy Line Break Conditions........................3D-13 3D.4.9 Treatment of Failures...................................................................3D-13 3D.4.10 Traceability...................................................................................3D-13 3D.4.10.1 Auditable Link Document........................................3D-13 3D.4.10.2 Similarity..................................................................3D-14 3D.5 Design Specifications....................................................................................3D-14

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Section Title Page 3D.5.1 Normal Operating Conditions.......................................................3D-15 3D.5.1.1 Pressure, Temperature, Humidity...........................3D-15 3D.5.1.2 Radiation Dose........................................................3D-15 3D.5.2 Abnormal Operating Conditions...................................................3D-15 3D.5.2.1 Abnormal Environments Inside Containment..........3D-16 3D.5.2.2 Abnormal Environments Outside Containment.......3D-16 3D.5.3 Seismic Events.............................................................................3D-16 3D.5.4 Containment Test Environment....................................................3D-16 3D.5.5 Design Basis Event Conditions....................................................3D-17 3D.5.5.1 High-Energy Line Break Accidents Inside Containment............................................................3D-17 3D.5.5.2 High-Energy Line Break Accidents Outside Containment............................................................3D-20 3D.6 Qualification Methods....................................................................................3D-20 3D.6.1 Type Test......................................................................................3D-20 3D.6.2 Analysis........................................................................................3D-21 3D.6.2.1 Similarity..................................................................3D-21 3D.6.2.2 Substitution..............................................................3D-21 3D.6.2.3 Analysis of Safety-Related Mechanical Equipment...............................................................3D-22 3D.6.3 Operating Experience...................................................................3D-24 3D.6.4 On-Going Qualification.................................................................3D-24 3D.6.5 Combinations of Methods.............................................................3D-24 3D.6.5.1 Use of Existing Qualification Reports......................3D-25 3D.7 Documentation..............................................................................................3D-25 3D.7.1 Equipment Qualification Data Package........................................3D-26 3D.7.2 Specifications...............................................................................3D-26 3D.7.2.1 Equipment Identification..........................................3D-26 3D.7.2.2 Installation Requirements........................................3D-26 3D.7.2.3 Electrical Requirements..........................................3D-27 3D.7.2.4 Auxiliary Devices.....................................................3D-27 3D.7.2.5 Preventive Maintenance..........................................3D-27 3D.7.2.6 Performance Requirements....................................3D-27 3D.7.2.7 Environmental Conditions.......................................3D-27 3D.7.3 Qualification Program...................................................................3D-28 3D.7.4 Qualification by Test.....................................................................3D-28 3D.7.4.1 Specimen Description.............................................3D-28 3D.7.4.2 Number Tested........................................................3D-28 3D.7.4.3 Mounting..................................................................3D-28 3D.7.4.4 Connections............................................................3D-28 3D.7.4.5 Test Sequence........................................................3D-29 3D.7.4.6 Simulated Service Conditions.................................3D-29 3D.7.4.7 Measured Variables................................................3D-29 3D.7.4.8 Type Test Summary................................................3D-29 3D.7.5 Qualification by Analysis...............................................................3D-30 3D.7.6 Qualification by Experience..........................................................3D-30 3D.7.7 Qualification Program Conclusions..............................................3D-30

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Section Title Page 3D.7.8 Combined License Information.....................................................3D-30 3D.8 References....................................................................................................3D-30 Appendix 3D-Attachment A Sample Equipment Qualification Data Package (EQDP)............3D-56 Appendix 3D-Attachment B Aging Evaluation Program..........................................................3D-74 B.1 Introduction........................................................................................................3D-74 B.2 Objectives..........................................................................................................3D-74 B.3 Basic Approach..................................................................................................3D-74 B.4 Subprogram A....................................................................................................3D-74 B.4.1 Scope................................................................................................3D-75 B.4.2 Aging Mechanisms............................................................................3D-75 B.4.3 Time..................................................................................................3D-75 B.4.4 Operational Stresses........................................................................3D-75 B.4.5 External Stresses..............................................................................3D-76 B.4.6 Synergism.........................................................................................3D-77 B.4.7 Design Basis Event Testing..............................................................3D-77 B.4.8 Aging Sequence................................................................................3D-77 B.4.9 Performance Criterion.......................................................................3D-77 B.4.10 Failure Treatment..............................................................................3D-77 B.5 Subprogram B....................................................................................................3D-78 B.5.1 Scope................................................................................................3D-78 B.5.2 Performance Criteria.........................................................................3D-78 B.5.3 Failure Treatment..............................................................................3D-79 Appendix 3D-Attachment C Effects of Gamma Radiation Doses Below 104 Rads on the Mechanical Properties of Materials............................................................3D-82 C.1 Introduction........................................................................................................3D-82 C.2 Scope.................................................................................................................3D-82 C.3 Discussion..........................................................................................................3D-83 C.4 Conclusions........................................................................................................3D-83 C.5 References.........................................................................................................3D-84 Appendix 3D-Attachment D Accelerated Thermal Aging Parameters.....................................3D-88 D.1 Introduction........................................................................................................3D-88 D.2 Arrhenius Model.................................................................................................3D-88 D.3 Activation Energy...............................................................................................3D-89 D.4 Thermal Aging (Normal/Abnormal Operating Conditions)..................................3D-90 D.4.1 Normal Operation Temperature (T0)................................................3D-90 D.4.1.1 External Ambient Temperature (Ta)..............................3D-90 D.4.1.2 Temperature Rise in Enclosure (Tr)..............................3D-90 D.4.1.3 Self-Heating Effects (Tj)................................................3D-91 D.4.2 Accelerated Aging Temperature (Ti).................................................3D-91 D.4.3 Examples of Arrhenius Calculations.................................................3D-91 D.5 Post-Accident Thermal Aging.............................................................................3D-92 D.5.1 Post-Accident Operating Temperatures............................................3D-92 D.5.2 Accelerated Thermal Aging Parameters for Post-Accident Conditions.........................................................................................3D-92 D.6 References.........................................................................................................3D-92 Appendix 3D-Attachment E Seismic Qualification Techniques...............................................3D-98 E.1 Purpose..............................................................................................................3D-98

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Section Title Page E.2 Definitions..........................................................................................................3D-98 E.2.1 1/2 Safe Shutdown Earthquake........................................................3D-98 E.2.2 Seismic Category I Equipment..........................................................3D-98 E.2.3 Seismic Category II Equipment.........................................................3D-98 E.2.4 Non-seismic Equipment....................................................................3D-98 E.2.5 Active Equipment..............................................................................3D-98 E.2.6 Passive Equipment...........................................................................3D-98 E.3 Qualification Methods.........................................................................................3D-98 E.3.1 Use of Qualification by Testing.........................................................3D-99 E.3.2 Use of Qualification by Analysis........................................................3D-99 E.4 Requirements.....................................................................................................3D-99 E.4.1 Damping............................................................................................3D-99 E.4.1.1 Testing...........................................................................3D-99 E.4.1.2 Analysis.......................................................................3D-100 E.4.2 Interface Requirements...................................................................3D-100 E.4.3 Mounting Simulation.......................................................................3D-100 E.4.4 1/2 Safe Shutdown Earthquake......................................................3D-100 E.4.5 Safe Shutdown Earthquake............................................................3D-100 E.4.6 Other Dynamic Loads.....................................................................3D-100 E.5 Qualification by Test.........................................................................................3D-101 E.5.1 Qualification of Hard-Mounted Equipment......................................3D-101 E.5.2 Qualification of Line-Mounted Equipment.......................................3D-102 E.5.2.1 Seismic Qualification Test Sequence..........................3D-102 E.5.2.2 Line Vibration Aging....................................................3D-103 E.5.2.3 Single Frequency Testing............................................3D-103 E.5.2.4 Seismic Aging..............................................................3D-103 E.5.2.5 Static Deflection Testing of Active Valves...................3D-103 E.5.3 Operational Conditions...................................................................3D-104 E.5.4 Resonant Search Testing...............................................................3D-104 E.6 Qualification by Analysis..................................................................................3D-104 E.6.1 Modeling.........................................................................................3D-104 E.6.2 Qualification by Static Analysis.......................................................3D-105 E.6.3 Qualification by Dynamic Analysis..................................................3D-105 E.6.3.1 Response Spectrum Analysis.....................................3D-105 E.6.3.2 Static Coefficient Method............................................3D-106 E.6.3.3 Time History Analysis..................................................3D-106 E.7 Qualification by Test Experience......................................................................3D-106 E.8 Performance Criteria........................................................................................3D-106 E.8.1 Equipment Qualification by Test.....................................................3D-106 E.8.2 Equipment Qualification by Analysis...............................................3D-106 E.8.2.1 Structural Integrity.......................................................3D-106 E.8.2.2 Operability...................................................................3D-107 APPENDIX 3E HIGH-ENERGY PIPING IN THE NUCLEAR ISLAND..................................3E-1 APPENDIX 3F CABLE TRAYS AND CABLE TRAY SUPPORTS........................................3F-1 3F.1 Codes and Standards....................................................................................3F-1 3F.2 Loads and Load Combinations......................................................................3F-1 3F.2.1 Loads.............................................................................................3F-1

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Section Title Page 3F.2.1.1 Dead Load (D)..........................................................3F-1 3F.2.1.2 Construction Live Load (L).......................................3F-1 3F.2.1.3 Safe Shutdown Earthquake (Es)..............................3F-1 3F.2.1.4 Thermal Load...........................................................3F-1 3F.2.2 Load Combinations........................................................................3F-2 3F.3 Analysis and Design.......................................................................................3F-2 3F.3.1 Damping........................................................................................3F-2 3F.3.2 Seismic Analysis............................................................................3F-2 3F.3.3 Allowable Stresses........................................................................3F-3 3F.3.4 Connections...................................................................................3F-3 APPENDIX 3G NUCLEAR ISLAND SEISMIC ANALYSES.................................................. 3G-1 3G.1 Introduction.................................................................................................... 3G-1 3G.2 Nuclear Island Finite Element Models............................................................ 3G-1 3G.2.1 Individual Building and Equipment Models.................................... 3G-2 3G.2.1.1 Coupled Auxiliary and Shield Building...................... 3G-2 3G.2.1.2 Containment Internal Structures............................... 3G-2 3G.2.1.3 Containment Vessel................................................. 3G-2 3G.2.1.4 Polar Crane.............................................................. 3G-3 3G.2.1.5 Major Equipment and Structures Using Stick Models...................................................................... 3G-4 3G.2.2 Nuclear Island Dynamic Models.................................................... 3G-4 3G.2.2.1 NI10 Model............................................................... 3G-4 3G.2.2.2 NI20 Model............................................................... 3G-5 3G.2.2.3 Nuclear Island Stick Model....................................... 3G-5 3G.2.2.4 NI05 Model............................................................... 3G-5 3G.2.2.5 Seismic Stability Model............................................ 3G-5 3G.2.3 Static Models................................................................................. 3G-6 3G.2.3.1 Quadrant Model of Shield Building Roof.................. 3G-6 3G.2.3.2 Containment Vessel 3D Finite Element Model......... 3G-6 3G.2.3.3 Containment Vessel Axisymmetric Model................ 3G-6 3G.3 2D SASSI Analyses....................................................................................... 3G-6 3G.4 Nuclear Island Dynamic Analyses.................................................................. 3G-8 3G.4.1 ANSYS Fixed Base Analysis......................................................... 3G-8 3G.4.2 3D SASSI Analyses....................................................................... 3G-8 3G.4.3 Seismic Analysis........................................................................... 3G-9 3G.4.3.1 Response Spectrum Analysis................................. 3G-9 3G.4.3.2 Absolute Accelerations............................................ 3G-9 3G.4.3.3 Seismic Response Spectra..................................... 3G-9 3G.4.3.4 Bearing Pressure Demand..................................... 3G-10 3G.5 References................................................................................................... 3G-10 APPENDIX 3H AUXILIARY AND SHIELD BUILDING CRITICAL SECTIONS......................3H-1 3H.1 Introduction.....................................................................................................3H-1 3H.2 Description of Auxiliary and Shield Buildings..................................................3H-1 3H.2.1 Description of Auxiliary Building.....................................................3H-1 3H.2.2 Description of Shield Building.........................................................3H-2 3H.3 Design Criteria................................................................................................3H-4 3H.3.1 Governing Codes and Standards...................................................3H-4

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Section Title Page 3H.3.2 Seismic Input..................................................................................3H-4 3H.3.3 Loads..............................................................................................3H-5 3H.3.4 Load Combinations and Acceptance Criteria.................................3H-8 3H.4 Seismic Analyses...........................................................................................3H-8 3H.4.1 Live Load for Seismic Design.........................................................3H-8 3H.5 Structural Design of Critical Sections..............................................................3H-8 3H.5.1 Shear Walls..................................................................................3H-10 3H.5.1.1 Exterior Wall at Column Line 1................................3H-11 3H.5.1.2 Wall at Column Line 7.3..........................................3H-11 3H.5.1.3 Wall at Column Line L.............................................3H-11 3H.5.1.4 Wall at Column Line 11...........................................3H-12 3H.5.2 Composite Structures (Floors and Roof)......................................3H-12 3H.5.2.1 Roof at Elevation 180-0, Area 6 (Critical Section is between Col. Lines N & K-2 and 3 & 4)...............3H-13 3H.5.2.2 Floor at Elevation 135-3, Area 1 (Between Column Lines M and P)...........................................3H-14 3H.5.3 Reinforced Concrete Slabs...........................................................3H-14 3H.5.3.1 Operations Work Area (Tagging Room) Ceiling......3H-14 3H.5.4 Concrete Finned Floors................................................................3H-15 3H.5.5 Structural Modules........................................................................3H-16 3H.5.5.1 West Wall of Spent Fuel Pool..................................3H-16 3H.5.6 Shield Building Roof and Connections.........................................3H-17 3H.5.6.1 Air Inlets and Tension Ring.....................................3H-17 3H.5.6.2 Compression Ring and Interior Wall of Passive Containment Cooling Water Storage Tank..............3H-18 3H.5.6.3 Knuckle Region and Exterior Wall of Passive Containment Cooling System Tank.........................3H-18 3H.5.7 Shield Building Cylinder (SC).......................................................3H-19 3H.5.7.1 Shield Building Cylindrical Wall...............................3H-19 3H.5.7.2 Reinforced Concrete (RC)/Steel Concrete Composite (SC) Horizontal and Vertical Connections............................................................3H-19 3H.5.8 References...................................................................................3H-20 APPENDIX 3I EVALUATION FOR HIGH FREQUENCY SEISMIC INPUT.......................... 3I-1 3I.1 Introduction...................................................................................................... 3I-1 3I.2 High Frequency Seismic Input......................................................................... 3I-1 3I.3 NI Models Used To Develop High Frequency Response................................. 3I-1 3I.4 Evaluation Methodology................................................................................... 3I-2 3I.5 General Selection Screening Criteria............................................................... 3I-2 3I.6 Evaluation........................................................................................................ 3I-3 3I.6.1 Building Structures.......................................................................... 3I-3 3I.6.2 Primary Coolant Loop...................................................................... 3I-4 3I.6.3 Piping Systems................................................................................ 3I-5 3I.6.4 Electrical and Electro-Mechanical Equipment................................. 3I-5 3I.7 References....................................................................................................... 3I-8 APPENDIX 3JJ SOIL STRUCTURE INTERACTION SOIL PROFILES AND INPUT MOTIONS..................................................................................................3JJ-1

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Section Title Page 3JJ.0 Introduction....................................................................................................3JJ-1 3JJ.1 Development of Amplification Factors at FIRS Horizon.................................3JJ-1 3JJ.2 Development of FIRS.....................................................................................3JJ-2 3JJ.3 Safe Shutdown Earthquake Motion................................................................3JJ-3 3JJ.4 Strain-Compatible Soil Property Profiles........................................................3JJ-4 3JJ.5 Spectral Matching of Acceleration Time Histories..........................................3JJ-5 3JJ.6 SSI Acceleration Time Histories.....................................................................3JJ-5 3JJ.7 SSI Input Motions and Properties Sensitivity Assessment.............................3JJ-6 3JJ.7.1 Description of Sensitivity Analysis Input........................................3JJ-6 3JJ.7.2 Methodology for Sensitivity Assessment.......................................3JJ-7 3JJ.7.3 Site Response Analyses................................................................3JJ-9 3JJ.7.4 Sensitivity Conclusions................................................................3JJ-10 3JJ.8 References...................................................................................................3JJ-10 APPENDIX 3KK SITE SPECIFIC SEISMIC EVALUATION REPORT............................... 3KK-1

3-xvi Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF TABLES Table Number Title Page 3.2-1 Comparison of Safety Classification Requirements................................ 3.2-18 3.2-2 Seismic Classification of Building Structures.......................................... 3.2-19 3.2-3 AP1000 Classification of Mechanical and Fluid Systems, Components, and Equipment.................................................................. 3.2-20 3.2-201 Not Used................................................................................................. 3.2-94 3.2-202 Not Used................................................................................................. 3.2-94 3.5-201 Comparison Between AP1000 DCD Tornado and Site-Specific Hurricane Missile Parameters................................................................. 3.5-18 3.6-1 High-Energy and Moderate-Energy Fluid Systems Considered for Protection of Essential Systems.............................................................. 3.6-33 3.6-2 Subcompartments and Postulated Pipe Ruptures.................................. 3.6-34 3.6-3 NI Rooms With Pipe Whip Restraints and Corresponding Hazard Sources and Essential Targets............................................................... 3.6-41 3.7.1-1 Safe Shutdown Earthquake Damping Values......................................... 3.7-53 3.7.1-2 Embedment Depth and Related Dimensions of Category I Structures... 3.7-54 3.7.1-3 AP1000 Design Response Spectra Amplification Factors for Control Points...................................................................................................... 3.7-55 3.7.1-4 Strain Compatible Soil Properties........................................................... 3.7-56 3.7.2-1-3.7.2-16 Not Used................................................................................................. 3.7-61 3.7.3-1 Seismic Category I Equipment Outside Containment by Room Number.................................................................................................... 3.7-62 3.7.3-2 Equipment Classified as Sensitive Targets for Seismically Analyzed Piping, HVAC Ducting, Cable Trays........................................................ 3.7-65 3.7-201 Recommended Horizontal and Vertical FIRS (Elevation -16 foot Horizon at Bottom of Nuclear Island Foundation)................................... 3.7-66 3.7-202 Total Static and Pseudo-Dynamic Loads (ksf)........................................ 3.7-68 3.8.2-1 Load Combinations and Service Limits for Containment Vessel............. 3.8-71 3.8.2-2 Containment Vessel Pressure Capabilities............................................. 3.8-72 3.8.2-3 Analysis and Test Results of Fabricated Heads...................................... 3.8-73 3.8.2-4 Summary of Containment Vessel Models and Analysis Methods........... 3.8-74 3.8.2-5 Maximum Absolute Nodal Acceleration (ZPA) Steel Containment Vessel...................................................................................................... 3.8-75 3.8.3-1 Shear and Flexural Stiffnesses of Structural Module Walls.................... 3.8-76 3.8.3-2 Summary of Containment Internal Structures Models and Analysis Methods................................................................................................... 3.8-77 3.8.3-3 Definition of Critical Locations and Thicknesses for Containment Internal Structures................................................................................... 3.8-78 3.8.3-4 Design Summary of West Wall of Refueling Canal Design Loads, Load Combinations, and Comparison to Acceptance Criteria Mid-Span at Mid-Height........................................................................... 3.8-79 3.8.3-5 Design Summary of South Wall of Steam Generator Compartment Design Loads, Load Combinations, and Comparison to Acceptance Criteria Mid-Span at Mid-Height.............................................................. 3.8-82 3.8.3-6 Design Summary of North-East Wall of IRWST Design Loads, Load Combinations, and Comparison to Acceptance Criteria Mid-Span at Mid-Height........................................................................... 3.8-85 3.8.3-7 Design Summary of Steel Wall of IRWST............................................... 3.8-88

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Table Number Title Page 3.8.4-1 Load Combinations and Load Factors for Seismic Category I Steel Structures................................................................................................ 3.8-89 3.8.4-2 Load Combinations and Load Factors for Seismic Category I Concrete Structures................................................................................ 3.8-90 3.8.4-3 Acceptance Tests for Concrete Aggregates............................................ 3.8-91 3.8.4-4 Criteria for Water Used in Production of Concrete.................................. 3.8-92 3.8.4-5 Types of Water Reducing Agents Used in Production of Concrete......... 3.8-93 3.8.4-6 Materials Used in Structural and Miscellaneous Steel............................ 3.8-94 3.8.5-1 Minimum Required Factor of Safety for Overturning and Sliding of Structures................................................................................................ 3.8-96 3.8.5-2 Factors of Safety for Flotation, Overturning and Sliding of Nuclear Island Structures..................................................................................... 3.8-97 3.8.5-3 Definition of Critical Locations, Thicknesses and Reinforcement for Nuclear Island Basemat (in2/ft)............................................................... 3.8-98 3.9-1 Reactor Coolant System Design Transients........................................... 3.9-96 3.9-2 Pump Starting/Stopping Conditions........................................................ 3.9-98 3.9-3 Loadings for ASME Class 1, 2, 3, CS and Supports............................... 3.9-99 3.9-4 First Plant AP1000 Reactor Internals Vibration Measurement Program Transducer Locations............................................................................ 3.9-101 3.9-5 Minimum Design Loading Combinations For ASME Class 1, 2, 3 And CS Systems And Components...................................................... 3.9-102 3.9-6 Additional Load Combinations and Stress Limits for ASME Class 1 Piping.................................................................................................... 3.9-103 3.9-7 Additional Load Combinations and Stress Limits for ASME Class 2, 3 Piping................................................................................................. 3.9-104 3.9-8 Minimum Design Loading Combinations for Supports for ASME Class 1, 2, 3 Piping and Components................................................... 3.9-105 3.9-9 Stress Criteria for ASME Code Section III Class 1 Components and Supports and Class CS Core Supports.......................................... 3.9-106 3.9-10 Stress Criteria for ASME Code Section III Class 2 and 3 Components and Supports.................................................................... 3.9-107 3.9-11 Piping Functional Capability - ASME Class 1, 2, and 3........................ 3.9-109 3.9-12 List of ASME Class 1, 2, and 3 Active Valves....................................... 3.9-110 3.9-13 Control Rod Drive Mechanism Production Tests.................................. 3.9-117 3.9-14 Maximum Deflections Allowed for Reactor Internal Support Structures.............................................................................................. 3.9-118 3.9-15 Computer Programs for Seismic Category 1 Components................... 3.9-119 3.9-16 Valve Inservice Test Requirements....................................................... 3.9-120 3.9-17 System Level Operability Test Requirements....................................... 3.9-148 3.9-18 AP1000 Pressure Isolation Valves........................................................ 3.9-149 3.9-19 Critical Piping Design Methods and Criteria (Piping Design Criteria).... 3.9-150 3.9-20 Piping Packages Chosen to Demonstrate Piping Design for Piping DAC Closure......................................................................................... 3.9-152 3.9-201 Safety Related Snubbers...................................................................... 3.9-154 3.11-1 Environmentally Qualified Electrical and Mechanical Equipment............ 3.11-7 3B-1 AP1000 Leak-Before-Break Bounding Analysis Systems and Parameters...............................................................................................3B-16

3-xviii Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF TABLES (CONTINUED)

Table Number Title Page 3D.4-1 Typical Mild Environment Parameter Limits.............................................3D-32 3D.4-2 Equipment Post-Accident Operability Times............................................3D-33 3D.4-3 AP1000 EQ Program Margin Requirements............................................3D-34 3D.5-1 Normal Operating Environments..............................................................3D-35 3D.5-2 60-Year Normal Operating Doses............................................................3D-38 3D.5-3 Abnormal Operating Environments Inside Containment..........................3D-39 3D.5-4 Abnormal Operating Environments Outside Containment.......................3D-40 3D.5-5 Accident Environments.............................................................................3D-42 3D.6-1 Mechanical Equipment Components Requiring Environmental Qualification..............................................................................................3D-43 3G.1-1 Summary of Models and Analysis Methods............................................ 3G-11 3G.1-2 Summary of Dynamic Analyses and Combination Techniques............... 3G-15 3G.2-1 Steel Containment Vessel Lumped-Mass Stick Model (Without Polar Crane) Modal Properties......................................................................... 3G-16 3G.2-2 Comparison of Frequencies for Containment Vessel Seismic Model...... 3G-18 3G.3-1 AP1000 ZPA for 2D SASSI Cases.......................................................... 3G-19 3G.4-1 Key Nodes at Location............................................................................ 3G-20 3G.4-2 Maximum Bearing Pressure from 2D Time History Analyses.................. 3G-21 3H.5-1 Nuclear Island: Design Temperatures for Thermal Gradient....................3H-21 3H.5-2 Exterior Wall at Column Line 1 Forces and Moments in Critical Locations..................................................................................................3H-22 3H.5-3 Exterior Wall on Column Line 1 Details of Wall Reinforcement (in 2/ft).......................................................................................................3H-23 3H.5-4 Interior Wall at Column Line 7.3 Forces and Moments in Critical Locations..................................................................................................3H-24 3H.5-5 Interior Wall on Column Line 7.3 Details of Wall Reinforcement..............3H-25 3H.5-6 Interior Wall at Column Line L Forces and Moments in Critical Locations..................................................................................................3H-26 3H.5-7 Interior Wall on Column Line L Details of Wall Reinforcement.................3H-27 3H.5-8 Design Summary of Spent Fuel Pool Wall Design Loads, Load Combinations, and Comparisons to Acceptance Criteria - Element No. 20477.................................................................................................3H-28 3H.5-9 Shield Building Roof Reinforcement Summary........................................3H-35 3H.5-10 Design Summary Of Roof At Elevation 180-0, Area 6............................3H-40 3H.5-11 Design Summary Of Floor At Elevation 135-3 Area 1 (Between Column Lines M And P)...........................................................................3H-41 3H.5-12 Design Summary Of Floor At Elevation 135-3 (Operations Work Area (Previously Known As Tagging Room) Ceiling))............................3H-42 3H.5-13 Design Summary Of Floor At Elevation 135-3 Area 1 (Main Control Room Ceiling)..............................................................................3H-43 3H.5-14 Design Summary of Enhanced Shield Building Cylindrical Wall Load Combinations, and Comparison to Acceptance Criteria Elevation 180 Feet Near Fuel Handling Building Roof....................................................3H-44 3H.5-15 Shield Building Roof Reinforcement Ratio of Code Required Versus Provided...................................................................................................3H-47 3I.6-1 Potential High Frequency Sensitive Equipment List.................................. 3I-10

3-xix Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF TABLES (CONTINUED)

Table Number Title Page 3I.6-2 List of Potential High Frequency Sensitive AP1000 Safety-Related electrical and Electro-mechanical Equipment........................................... 3I-11 3I.6-3 List Of AP1000 Safety-Related Electrical and Mechanical Equipment Not High Frequency Sensitive................................................................... 3I-39 3JJ-201 HF and LF Horizontal 10-4 Site Spectra, and Raw and Smoothed Envelope UHRS Spectra for the FAR and NI Soil Columns at FIRS Horizon...........................................................................................3JJ-11 3JJ-202 HF and LF Horizontal 10-5 Site Spectra, and Raw and Smoothed Envelope UHRS Spectra for the FAR and NI Soil Columns at FIRS Horizon...........................................................................................3JJ-13 3JJ-203 Horizontal 10-4 and 10-5 Smoothed Site Spectra, Values of AR and DF, and DRS for the FAR Soil Column at FIRS Horizon..................3JJ-15 3JJ-204 Horizontal 10-4 and 10-5 Smoothed Site Spectra, Values of AR and DF, and DRS for the NI Soil Column at FIRS Horizon.....................3JJ-17 3JJ-205 V/H Ratios, Vertical 10-4 and 10-5 Smoothed Site Spectra, Values of AR and DF, and DRS for the FAR Soil Column at FIRS Horizon....................................................................................................3JJ-19 3JJ-206 V/H Ratios, Vertical 10-4 and 10-5 Smoothed Site Spectra, Values of AR and DF, and DRS for the NI Soil Column at FIRS Horizon....................................................................................................3JJ-21 3JJ-207 Recommended Horizontal and Vertical FIRS..........................................3JJ-23 3JJ-208 Absolute Value of the Zero-Lag Cross Correlations Between Components for the Spectrum Compatible Time Histories Developed for the SSI Analysis.................................................................................3JJ-24 3JJ-209 SSI Motion Adjustment Factors...............................................................3JJ-24 3JJ-210 Key Elevations for Calculation of the Ground Motion..............................3JJ-25 3JJ-211 Site Profiles for the Initial Models..........................................................3JJ-26 3JJ-212 Site Profiles for the Sensitivity Model......................................................3JJ-26 3JJ-213 G/Gmax and Damping Model and Units Weights used for the Units in the Initial Profile.................................................................................3JJ-27 3JJ-214 G/Gmax and Damping Models and Units Weights used for the Units in the Sensitivity Model..................................................................3JJ-27 3JJ-215 Summary of Computed FIRS, DRS, and GMRS.....................................3JJ-28

3-xx Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES Figure Number Title Page 3.3-1 Velocity Pressure Variation with Radius from Center of Tornado............. 3.3-6 3.4-1 Typical Details of Nuclear Island Waterproofing Below Grade................ 3.4-21 3.4-2 Typical Details of Nuclear Island Waterproofing Below Grade with Step Back................................................................................................ 3.4-22 3.4-3 Not Used................................................................................................. 3.4-23 3.4-4 Typical Details of Membrane Corner Detail at Basemat and Exterior Wall......................................................................................................... 3.4-24 3.6-1 Typical U-Bar Restraint........................................................................... 3.6-48 3.6-2 Typical Energy Absorbing Material Restraint.......................................... 3.6-49 3.6-3 Terminal Ends Definitions....................................................................... 3.6-50 3.7.1-1 Horizontal Design Response Spectra Safe Shutdown Earthquake......... 3.7-69 3.7.1-2 Vertical Design Response Spectra Safe Shutdown Earthquake............. 3.7-70 3.7.1-3 Design Horizontal Time History, "H1" Acceleration, Velocity &

Displacement Plots.................................................................................. 3.7-71 3.7.1-4 Design Horizontal Time History, "H2" Acceleration, Velocity &

Displacement Plots.................................................................................. 3.7-72 3.7.1-5 Design Vertical Time History Acceleration, Velocity & Displacement Plots........................................................................................................ 3.7-73 3.7.1-6 Acceleration Response Spectra of Design Horizontal Time History, "H1"......................................................................................................... 3.7-74 3.7.1-7 Acceleration Response Spectra of Design Horizontal Time History, "H2"......................................................................................................... 3.7-75 3.7.1-8 Acceleration Response Spectra of Design Vertical Time History............ 3.7-76 3.7.1-9 Minimum Power Spectral Density Curve (Normalized to 0.3g)............... 3.7-77 3.7.1-10 Power Spectral Density of Design Horizontal Time History, "H1"........... 3.7-78 3.7.1-11 Power Spectral Density of Design Horizontal Time History, "H2"........... 3.7-79 3.7.1-12 Power Spectral Density of Design Vertical Time History......................... 3.7-80 3.7.1-13 Not Used................................................................................................. 3.7-81 3.7.1-14 Nuclear Island Structures Dimensions.................................................... 3.7-82 3.7.1-15 Strain Dependent Properties of Rock Material (Ref. 37)......................... 3.7-83 3.7.1-16 Strain Dependent Properties of Soil Material (Ref. 38)........................... 3.7-84 3.7.1-17 Generic Soil Profiles............................................................................... 3.7-85 3.7.2-1-3.7.2-11 Not Used................................................................................................. 3.7-86 3.7.2-12 (Sheet 1 of 12) Nuclear Island Key Structural Dimensions Plan at El. 66-6.................................................................................................. 3.7-87 3.7.2-12 (Sheet 2 of 12) Nuclear Island Key Structural Dimensions Plan at El. 82-6.................................................................................................. 3.7-88 3.7.2-12 (Sheet 3 of 12) Nuclear Island Key Structural Dimensions Plan at El. 100-0& 107-2.................................................................................. 3.7-89 3.7.2-12 (Sheet 4 of 12) Nuclear Island Key Structural Dimensions Plan at El. 117-6................................................................................................ 3.7-90 3.7.2-12 (Sheet 5 of 12) Nuclear Island Key Structural Dimensions Plan at El. 135-3................................................................................................ 3.7-91 3.7.2-12 (Sheet 6 of 12) Nuclear Island Key Structural Dimensions Plan at El. 153-0 & 160-6................................................................................. 3.7-92 3.7.2-12 (Sheet 7 of 12) Nuclear Island Key Structural Dimensions Plan at El. 160-6, 180-0, & 329-0...................................................... 3.7-93

3-xxi Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3.7.2-12 (Sheet 8 of 12) Nuclear Island Key Structural Dimensions Section A - A........................................................................................... 3.7-94 3.7.2-12 (Sheet 9 of 12) Nuclear Island Key Structural Dimensions Section B - B........................................................................................... 3.7-95 3.7.2-12 (Sheet 10 of 12) Nuclear Island Key Structural Dimensions Sections C - C and H - H......................................................................... 3.7-96 3.7.2-12 (Sheet 11 of 12) Nuclear Island Key Structural Dimensions Section G - G........................................................................................... 3.7-97 3.7.2-12 (Sheet 12 of 12) Nuclear Island Key Structural Dimensions Section J - J............................................................................................. 3.7-98 3.7.2-13 Not Used................................................................................................. 3.7-99 3.7.2-14 Typical Design Floor Response Spectrum............................................ 3.7-100 3.7.2-15-3.7.2-18 Not Used.............................................................................................. 3.7-101 3.7.2-19 (Sheet 1 of 10) Annex Building Key Structural Dimensions Plan at Elevation 100-0....................................................................... 3.7-102 3.7.2-19 (Sheet 2 of 10) Annex Building Key Structural Dimensions Plan at Elevation 107-2 and 117-6.................................................... 3.7-103 3.7.2-19 (Sheet 3 of 10) Annex Building Key Structural Dimensions Plan at Elevation 135-3....................................................................... 3.7-104 3.7.2-19 (Sheet 4 of 10) Annex Building Key Structural Dimensions Plan at Elevation 158-0 and 146-3.................................................... 3.7-105 3.7.2-19 (Sheet 5 of 10) Annex Building Key Structural Dimensions Roof Plan at Elevation 154-0 and 181-11 3/4.................................... 3.7-106 3.7.2-19 (Sheet 6 of 10) Annex Building Key Structural Dimensions Section A - A......................................................................................... 3.7-107 3.7.2-19 (Sheet 7 of 10) Annex Building Key Structural Dimensions Section B - B......................................................................................... 3.7-108 3.7.2-19 (Sheet 8 of 10) Annex Building Key Structural Dimensions Section C - C......................................................................................... 3.7-109 3.7.2-19 (Sheet 9 of 10) Annex Building Key Structural Dimensions Sections D - D, E - E, & F - F................................................................ 3.7-110 3.7.2-19 (Sheet 10 of 10) Annex Building Key Structural Dimensions Sections G - G, H - H, & J - J................................................................ 3.7-111 3.7.2-20 East-West 2D SASSI Model with Adjacent Buildings............................ 3.7-112 3.7.2-21 2D North-South SASSI Model with Adjacent Buildings......................... 3.7-113 3.7.2-22 3D SASSI Model with Adjacent Buildings............................................. 3.7-114 3.7.3-1 Impact Evaluation Zone......................................................................... 3.7-115 3.7.3-2 Impact Evaluation Zone and Seismic Supported Piping....................... 3.7-116 3.7-201 Recommended Horizontal and Vertical FIRS (Elevation -16 foot Horizon at Bottom of Nuclear Island Foundation)................................. 3.7-117 3.7-202 Comparison of Turkey Point Horizontal and Vertical FIRS with AP1000 Horizontal and Vertical CSDRS............................................... 3.7-118 3.7-203 PLAXIS 3D Sensitivity Model with 20-foot Diameter Cylindrical Void... 3.7-119 3.7-204 Relative Shear Stresses (Static and Pseudo-Dynamic Loading, Multiplier of 1 as defined in Table 3.7-202)........................................... 3.7-120 3.7-205 Relative Shear Stresses (Static and Pseudo-Dynamic Loading, Multiplier of 2 as defined in Table 3.7-202)........................................... 3.7-121

3-xxii Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3.8.2-1 (Sheet 1 of 3) Containment Vessel General Outline............................... 3.8-99 3.8.2-1 (Sheet 2 of 3) Containment Vessel General Outline............................. 3.8-100 3.8.2-1 (Sheet 3 of 3) Containment Vessel General Outline............................. 3.8-101 3.8.2-2 Equipment Hatches............................................................................... 3.8-102 3.8.2-3 Personnel Airlock.................................................................................. 3.8-103 3.8.2-4 (Sheet 1 of 7) Containment Penetrations Main Steam.......................... 3.8-104 3.8.2-4 (Sheet 2 of 7) Containment Penetrations Startup Feedwater............... 3.8-105 3.8.2-4 (Sheet 3 of 7) Containment Penetrations Normal RHR Piping.............. 3.8-106 3.8.2-4 (Sheet 4 of 7) Containment Penetrations.............................................. 3.8-107 3.8.2-4 (Sheet 5 of 7) Containment Penetrations Fuel Transfer Penetration.... 3.8-108 3.8.2-4 (Sheet 6 of 7) Containment Penetrations Typical Electrical Penetration............................................................................................ 3.8-109 3.8.2-4 (Sheet 7 of 7) Containment Penetrations Steam Line and Feedwater Line Insert Plates................................................................. 3.8-110 3.8.2-5 (Sheet 1 of 5) Containment Vessel Response to Internal Pressure of 59 psig Displaced Shape Plot........................................................... 3.8-111 3.8.2-5 (Sheet 2 of 5) Containment Vessel Response to Internal Pressure of 59 psig Membrane Stresses (ksi)...................................................... 3.8-112 3.8.2-5 (Sheet 3 of 5) Containment Vessel Response to Internal Pressure of 59 psig Surface Meridional Stress (ksi)............................................. 3.8-113 3.8.2-5 (Sheet 4 of 5) Containment Vessel Response to Internal Pressure of 59 psig Outside Surface Stresses (ksi)............................................. 3.8-114 3.8.2-5 (Sheet 5 of 5) Containment Vessel Response to Internal Pressure of 59 psig Outer Stress Intensity (ksi)................................................... 3.8-115 3.8.2-6 (Sheet 1 of 2) Containment Vessel Axisymmetric Model...................... 3.8-116 3.8.2-6 (Sheet 2 of 2) Containment Vessel Axisymmetric Model...................... 3.8-117 3.8.2-7 Finite Element Model for Local Buckling Analyses................................ 3.8-118 3.8.2-8 (Sheet 1 of 2) Location of Containment Seal........................................ 3.8-119 3.8.2-8 (Sheet 2 of 2) Seal Sections and Details............................................... 3.8-120 3.8.3-1 (Sheet 1 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-121 3.8.3-1 (Sheet 2 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-122 3.8.3-1 (Sheet 3 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-123 3.8.3-1 (Sheet 4 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-124 3.8.3-1 (Sheet 5 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-125 3.8.3-1 (Sheet 6 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-126 3.8.3-1 (Sheet 7 of 7) Structural Modules in Containment Internal Structures.............................................................................................. 3.8-127 3.8.3-2 Typical Structural Wall Module.............................................................. 3.8-128 3.8.3-3 Typical Structural Floor Module............................................................. 3.8-129 3.8.3-4 Reactor Vessel Supports....................................................................... 3.8-130 3.8.3-5 (Sheet 1 of 5) Steam Generator Supports............................................. 3.8-131

3-xxiii Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3.8.3-5 (Sheet 2 of 5) Steam Generator Supports............................................. 3.8-132 3.8.3-5 (Sheet 3 of 5) Steam Generator Supports............................................. 3.8-133 3.8.3-5 (Sheet 4 of 5) Steam Generator Supports............................................. 3.8-134 3.8.3-5 (Sheet 5 of 5) Steam Generator Supports............................................. 3.8-135 3.8.3-6 (Sheet 1 of 4) Pressurizer Support Columns......................................... 3.8-136 3.8.3-6 (Sheet 2 of 4) Pressurizer Lower Lateral Supports............................... 3.8-137 3.8.3-6 (Sheet 3 of 4) Pressurizer Lower Supports........................................... 3.8-138 3.8.3-6 (Sheet 4 of 4) Pressurizer Upper Supports.......................................... 3.8-139 3.8.3-7 IRWST Temperature Transient............................................................. 3.8-140 3.8.3-8 (Sheet 1 of 3) Structural Modules - Typical Design Details.................. 3.8-141 3.8.3-8 (Sheet 2 of 3) Structural Modules - Typical Design Details.................. 3.8-142 3.8.3-8 (Sheet 3 of 3) Structural Modules - Typical Design Details.................. 3.8-143 3.8.3-9 Test Tank Finite Element Model............................................................ 3.8-144 3.8.3-10 (Sheet 1 of 2) IRWST Fluid Structure Finite Element Model CIS Structural Model.................................................................................... 3.8-145 3.8.3-10 (Sheet 2 of 2) IRWST Fluid Structure Finite Element Model IRWST Structural Model.................................................................................... 3.8-146 3.8.3-11 IRWST Fluid Structure Finite Element Model Fluid Model.................... 3.8-147 3.8.3-12 IRWST Fluid Structure Finite Element Model Sparger Region Detail... 3.8-148 3.8.3-13 Effective Sections for Floor Modules..................................................... 3.8-149 3.8.3-14 (Sheet 1 of 5) CA-01 Module................................................................. 3.8-150 3.8.3-14 (Sheet 2 of 5) CA-02 Module................................................................. 3.8-151 3.8.3-14 (Sheet 3 of 5) CA-03 Module................................................................. 3.8-152 3.8.3-14 (Sheet 4 of 5) CA-04 Structural Module................................................ 3.8-153 3.8.3-14 (Sheet 5 of 5) CA-05 Module................................................................. 3.8-154 3.8.3-15 (Sheet 1 of 2) Typical Submodule......................................................... 3.8-155 3.8.3-15 (Sheet 2 of 2) Typical Submodule......................................................... 3.8-156 3.8.3-16 Typical Liner Modules........................................................................... 3.8-157 3.8.3-17 (Sheet 1 of 2) Structural Modules - Design Details Standard Floor Connection............................................................................................ 3.8-158 3.8.3-17 (Sheet 2 of 2) Structural Modules - Design Details Heavily Loaded Floor Connection................................................................................... 3.8-159 3.8.3-18 Location of Structural Wall Modules...................................................... 3.8-160 3.8.4-1 (Sheet 1 of 4) Containment Air Baffle General Arrangement................ 3.8-161 3.8.4-1 (Sheet 2 of 4) Containment Air Baffle Panel Types............................... 3.8-162 3.8.4-1 (Sheet 3 of 4) Containment Air Baffle Typical Panel on Cylinder.......... 3.8-163 3.8.4-1 (Sheet 4 of 4) Containment Air Baffle Sliding Plate............................... 3.8-164 3.8.4-2 Passive Containment Cooling Tank...................................................... 3.8-165 3.8.4-3 Not Used............................................................................................... 3.8-166 3.8.4-4 (Sheet 1 of 5) Structural Modules in Auxiliary Building......................... 3.8-167 3.8.4-4 (Sheet 2 of 5) Structural Modules in Auxiliary Building......................... 3.8-168 3.8.4-4 (Sheet 3 of 5) Structural Modules in Auxiliary Building......................... 3.8-169 3.8.4-4 (Sheet 4 of 5) Structural Modules in Auxiliary Building......................... 3.8-170 3.8.4-4 (Sheet 5 of 5) Structural Modules in Auxiliary Building......................... 3.8-171 3.8.4-5 Shield Building Structure Key Areas..................................................... 3.8-172 3.8.5-1 Foundation Plan.................................................................................... 3.8-173 3.8.5-2 Isometric View of Finite Element Model................................................ 3.8-174

3-xxiv Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3.8.5-3 (Sheet 1 of 7) Radial Reinforcement, Top Side of DISH....................... 3.8-175 3.8.5-3 (Sheet 2 of 7) Circumferential Reinforcement, Top Side of DISH......... 3.8-176 3.8.5-3 (Sheet 3 of 7) Longitudinal Reinforcement Map, Top Side in NS Direction................................................................................................ 3.8-177 3.8.5-3 (Sheet 4 of 7) Longitudinal Reinforcement Map, Top Side in EW Direction................................................................................................ 3.8-178 3.8.5-3 (Sheet 5 of 7) Longitudinal Reinforcement, Bottom Side of DISH and 6 Basemat (NS)............................................................................. 3.8-179 3.8.5-3 (Sheet 6 of 7) Longitudinal Reinforcement, Bottom Side of DISH and 6 Basemat (EW)............................................................................ 3.8-180 3.8.5-3 (Sheet 7 of 7) Shear Reinforcement Map.............................................. 3.8-181 3.9-1-3.9-3 Not Used............................................................................................... 3.9-155 3.9-4 Control Rod Drive Mechanism.............................................................. 3.9-156 3.9-5 Lower Reactor Internals........................................................................ 3.9-157 3.9-6 Upper Core Support Structure............................................................... 3.9-158 3.9-7 Integrated Head Package...................................................................... 3.9-159 3.9-8 Reactor Internals Interface Arrangement.............................................. 3.9-160 3.9-9 Flow Skirt Schematic............................................................................. 3.9-161 3B-1 Typical Bounding Analysis Curve (BAC)..................................................3B-18 3B-2 Bounding Analysis Curve for Primary Loop Hot Leg................................3B-19 3B-3 Bounding Analysis Curve for Primary Loop Cold Leg..............................3B-20 3B-4 Bounding Analysis Curve for 38 Main Steam Line..................................3B-21 3B-5 Bounding Analysis Curve for 20 Normal RHR........................................3B-22 3B-6 (Sheet 1 of 2) Bounding Analysis Curve for 18 Surge Line.....................3B-23 3B-6 (Sheet 2 of 2) Bounding Analysis Curve for 18 Surge Line.....................3B-24 3B-7 Bounding Analysis Curve for 18 PRHR Supply/ADS 4...........................3B-25 3B-8 Bounding Analysis Curve for 14 PRHR Supply to Cold Trap, PRHR Supply/ADS4.................................................................................3B-26 3B-9 Bounding Analysis Curve for 14 PRHR Supply after Cold Trap, Return - to Isolation Valve.......................................................................3B-27 3B-10 Bounding Analysis Curve for 14 ADS Stage 2, 3....................................3B-28 3B-11 Bounding Analysis Curve for 14 PRHR Return - after Isolation Valve, 14 PRHR Return..........................................................................3B-29 3B-12 Not Used..................................................................................................3B-30 3B-13 Bounding Analysis Curve for 8 Accumulator to Isolation Valve..............3B-31 3B-14 Bounding Analysis Curve for 8 CMT Cold Leg Balance Line and Vent, DVI Cold Trap to RV.......................................................................3B-32 3B-15 Bounding Analysis Curve for 8 CMT, DVI IWRST (Various Sections)..................................................................................................3B-33 3B-16 Not Used..................................................................................................3B-34 3B-17 Bounding Analysis Curve for Accumulator after Isolation Valve..............3B-35 3B-18 Bounding Analysis Curve for RNS Discharge..........................................3B-36 3B-19 Bounding Analysis Curve for ADS Header to RCS Safety Valve.............3B-37 3B-20 Bounding Analysis Curve for 12 Normal RHR........................................3B-38 3B-21 Bounding Analysis Curve for 10 Normal RHR........................................3B-39 3B-22 Bounding Analysis Curve for 8 ADS Stage 2, 3......................................3B-40

3-xxv Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3D.5-1 (Sheet 1 of 3) Typical Abnormal Environmental Test Profile:

Main Control Room..................................................................................3D-44 3D.5-1 (Sheet 2 of 3) Typical Abnormal Environmental Test Profile:

I&C and DC Equipment Rooms................................................................3D-45 3D.5-1 (Sheet 3 of 3) Typical Abnormal Environmental Test Profile:

Voltage and Frequency Variations...........................................................3D-46 3D.5-2 Gamma Dose and Dose Rate Inside Containment After a LOCA............3D-47 3D.5-3 Beta Dose and Dose Rate Inside Containment After a LOCA.................3D-48 3D.5-4 Gamma Dose and Dose Rate Inside Containment After a Steam Line Break................................................................................................3D-49 3D.5-5 Beta Dose and Dose Rate Inside Containment After a Steam Line Break........................................................................................................3D-50 3D.5-6-3D.5-7 Not Used..................................................................................................3D-51 3D.5-8 (Sheet 1 of 2) Typical Combined LOCA/SLB/FLB Inside Containment Temperature.............................................................................................3D-52 3D.5-8 (Sheet 2 of 2) Typical Combined LOCA/SLB/FLB Inside Containment Pressure...................................................................................................3D-53 3D.5-9 (Sheet 1 of 2) MSIV Compartment Response to MSLB (Short Term)........................................................................................................3D-54 3D.5-9 (Sheet 2 of 2) MSIV Compartment Response to MSLB (Long Term)........................................................................................................3D-55 3E-1 (Sheet 1 of 2) High Energy Piping - Steam Generator System.................3E-2 3E-1 (Sheet 2 of 2) High Energy Piping - Steam Generator System.................3E-3 3E-2 High Energy Piping - Normal Residual Heat Removal System.................3E-4 3E-3 (Sheet 1 of 2) High Energy Piping - Reactor Coolant System...................3E-5 3E-3 (Sheet 2 of 2) High Energy Piping - Reactor Coolant System...................3E-6 3E-4 (Sheet 1 of 2) High Energy Piping - Passive Core Cooling System.......................................................................................................3E-7 3E-4 (Sheet 2 of 2) High Energy Piping - Passive Core Cooling System.......................................................................................................3E-8 3E-5 (Sheet 1 of 2) High Energy Piping - Chemical and Volume Control System...........................................................................................3E-9 3E-5 (Sheet 2 of 2) High Energy Piping - Chemical and Volume Control System.........................................................................................3E-10 3G.1-1 Nuclear Island Seismic Analysis Models................................................. 3G-22 3G.2-1 3D Finite Element Model of Coupled Shield and Auxiliary Building........ 3G-23 3G.2-2 3D Finite Element Model of Containment Internal Structures................. 3G-24 3G.2-3 3D Finite Element Model of Containment Outer Basemat (Dish)............ 3G-25 3G.2-4 Steel Containment Vessel and Polar Crane Models............................... 3G-26 3G.2-5A Polar Crane Model Simplified Model....................................................... 3G-27 3G.2-5B Polar Crane Model Detailed Model......................................................... 3G-28 3G.2-6 Reactor Coolant Loop Lumped-Mass Stick Model.................................. 3G-29 3G.2-7 Pressurizer Model................................................................................... 3G-30 3G.2-8 Core Makeup Tank Models..................................................................... 3G-31 3G.2-9 AP1000 Nuclear Island Solid-Shell Model (NI10).................................... 3G-32 3G.2-10 Containment Internal Structure with the SCV, PC, Reactor Coolant Loop, and Pressurizer............................................................................. 3G-33

3-xxvi Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3G.2-11 Soil Structure Interaction Model - NI20 Looking East............................. 3G-34 3G.2-12 Coarse Model of Containment Internal Structures.................................. 3G-35 3G.2-13 Fine Mesh (NI05) Model of Auxiliary and Shield Building....................... 3G-36 3G.2-14 NI05 Model of Containment Internal Structures...................................... 3G-37 3G.2-15 3D NI05 Refined Mesh Model of Outer Containment Basemat (Dish)....................................................................................................... 3G-38 3G.2-16 Quadrant Model of Shield Building Roof................................................ 3G-39 3G.2-17 Detailed 3D Finite Element Model of Containment Vessel Including Large Penetrations.................................................................................. 3G-40 3G.2-18 Axisymmetric Model of Containment Vessel........................................... 3G-41 3G.2-19 Schematic of Non-linear 2D East-West Nuclear Island Stick Model Used for Stability Evaluation that Addresses Sliding and Overturning.... 3G-42 3G.3-1 Generic Soil Profiles................................................................................ 3G-43 3G.3-2 2D SASSI FRS - Node 41 X (ASB El. 99).............................................. 3G-44 3G.3-3 2D SASSI FRS - Node 41 Y (ASB El. 99).............................................. 3G-45 3G.3-4 2D SASSI FRS - Node 120 X (ASB El. 179.6)....................................... 3G-46 3G.3-5 2D SASSI FRS - Node 120 Y (ASB El. 179.6)....................................... 3G-47 3G.3-6 2D SASSI FRS - Node 310 X (ASB El. 333.2)....................................... 3G-48 3G.3-7 2D SASSI FRS - Node 310 Y (ASB El. 333.2)....................................... 3G-49 3G.3-8 2D SASSI FRS - Node 411 X (SCV El. 200.0)...................................... 3G-50 3G.3-9 2D SASSI FRS - Node 411 Y (SCV El. 200.0)...................................... 3G-51 3G.3-10 2D SASSI FRS - Node 535 X (CIS El. 134.3)........................................ 3G-52 3G.3-11 2D SASSI FRS - Node 535 Y (CIS El. 134.3)........................................ 3G-53 3G.4-1 Auxiliary Shield Building Rigid Nodes at El. 135.................................. 3G-54 3G.4-2 Auxiliary Shield Building Flexible Nodes at El. 135.............................. 3G-55 3G.4-3 Excavated Soil......................................................................................... 3G-56 3G.4-4 Additional Elements for Soil Pressure Calculations................................ 3G-57 3G.4-5X X Direction FRS for Node 130401 (NI10) or 1761 (NI20) CIS at Reactor Vessel Support Elevation of 100............................................... 3G-58 3G.4-5Y Y Direction FRS for Node 130401 (NI10) or 1761 (NI20) CIS at Reactor Vessel Support Elevation of 100..................................................3G-59 3G.4-5Z Z Direction FRS for Node 130401 (NI10) or 1761 (NI20) CIS at Reactor Vessel Support Elevation of 100.............................................. 3G-60 3G.4-6X X Direction FRS for Node 105772 (NI10) or 2199 (NI20) CIS at Operating Deck Elevation 134.25.......................................................... 3G-61 3G.4-6Y Y Direction FRS for Node 105772 (NI10) or 2199 (NI20) CIS at Operating Deck Elevation 134.25.......................................................... 3G-62 3G.4-6Z Z Direction FRS for Node 105772 (NI10) or 2199 (NI20) CIS at Operating Deck Elevation 134.25.......................................................... 3G-63 3G.4-7X X Direction FRS for Node 4724 (NI10) or 2078 (NI20) ASB Control Room Side Elevation 116.50.........................................................3G-64 3G.4-7Y Y Direction FRS for Node 4724 (NI10) or 2078 (NI20) ASB Control Room Side Elevation 116.50.........................................................3G-65 3G.4-7Z Z Direction FRS for Node 4724 (NI10) or 2078 (NI20) ASB Control Room Side Elevation 116.50.........................................................3G-66 3G.4-8X X Direction FRS for Node 5754 (NI10) or 2675 (NI20) ASB Fuel Building Roof Elevation 179.19............................................................... 3G-67

3-xxvii Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3G.4-8Y Y Direction FRS for Node 5754 (NI10) or 2675 (NI20) ASB Fuel Building Roof Elevation 179.19............................................................... 3G-68 3G.4-8Z Z Direction FRS for Node 5754 (NI10) or 2675 (NI20) ASB Fuel Building Roof Elevation 179.19..................................................................3G-69 3G.4-9X X Direction FRS for Node 8573 (NI10) or 3329 (NI20) ASB Shield Building Roof Elevation 327.41............................................................... 3G-70 3G.4-9Y Y Direction FRS for Node 8573 (NI10) or 3329 (NI20) ASB Shield Building Roof Elevation 327.41............................................................... 3G-71 3G.4-9Z Z Direction FRS for Node 8573 (NI10) or 3329 (NI20) ASB Shield Building Roof Elevation 327.41............................................................... 3G-72 3G.4-10X X Direction FRS for Node 130412 (NI10) or 2788 (NI20) SCV Near Polar Crane Elevation 224.00........................................................ 3G-73 3G.4-10Y Y Direction FRS for Node 130412 (NI10) or 2788 (NI20) SCV Near Polar Crane Elevation 224.00...........................................................3G-74 3G.4-10Z Z Direction FRS for Node 130412 (NI10) or 2788 (NI20) SCV Near Polar Crane Elevation 224.00...........................................................3G-75 3H.2-1 General Layout of Auxiliary Building........................................................3H-48 3H.5-1 (Sheet 1 of 3) Nuclear Island Critical Sections Plan at El. 135-3...........3H-49 3H.5-1 (Sheet 2 of 3) Nuclear Island Critical Sections Plan at El. 180-0...........3H-50 3H.5-1 (Sheet 3 of 3) Nuclear Island Critical Sections Section A-A.....................3H-51 3H.5-2 (Sheet 1 of 3) Wall on Column Line 1......................................................3H-52 3H.5-2 (Sheet 2 of 3) Wall on Column Line 7.3...................................................3H-53 3H.5-2 (Sheet 3 of 3) Wall on Column Line L......................................................3H-54 3H.5-3 Typical Reinforcement in Wall on Column Line 1.....................................3H-55 3H.5-4 Typical Reinforcement in Wall 7.3............................................................3H-56 3H.5-5 (Sheet 1 of 3) Concrete Reinforcement in Wall 11...................................3H-57 3H.5-5 (Sheet 2 of 3) Concrete Reinforcement Layers in Wall 11 (Looking East).........................................................................................................3H-58 3H.5-5 (Sheet 3 of 3) Wall 11 at Main Steamline Anchor Section A-A................3H-59 3H.5-6 Auxiliary Building Typical Composite Floor..............................................3H-60 3H.5-7 Typical Reinforcement and Connection to Shield Building.......................3H-61 3H.5-8 Auxiliary Building Operations Work Area (Tagging Room) Ceiling...........3H-62 3H.5-9 (Sheet 1 of 3) Auxiliary Building Finned Floor..........................................3H-63 3H.5-9 (Sheet 2 of 3) Auxiliary Building Finned Floor..........................................3H-64 3H.5-9 (Sheet 3 of 3) Auxiliary Building Finned Floor..........................................3H-65 3H.5-10 Spent Fuel Pool Wall Divider Wall Element Locations.............................3H-66 3H.5-11 (Sheet 1 of 6) Design of Shield Building: Roof and Air Inlets...................3H-67 3H.5-11 (Sheet 2 of 6) Design of Shield Building: Concrete Detail at Tension Ring............................................................................................3H-68 3H.5-11 (Sheet 3 of 6) Design of Shield Building: Roof/Air Inlet Interface.............3H-69 3H.5-11 (Sheet 4 of 6) Design of Shield Building at Air Inlets................................3H-70 3H.5-11 (Sheet 5 of 6) Design of Shield Building: Tank/Roof Interface Reinforcement..........................................................................................3H-71 3H.5-11 (Sheet 6 of 6) Design of Shield Building: Tank/Compression Ring Roof Interface Reinforcement..................................................................3H-72 3H.5-12 Typical Reinforcement in Wall L...............................................................3H-73 3H.5-13 Enhanced Shield Building Wall Panel Layout..........................................3H-74

3-xxviii Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3H.5-14 Elevation View of Tension Ring and Air Inlets..........................................3H-75 3H.5-15 Shield Building Tension Ring...................................................................3H-76 3H.5-16 (Sheet 1 of 2) Design of Shield Building: Surface Plates on Cylindrical Section - Developed View 90-270 Degrees...........................3H-77 3H.5-16 (Sheet 2 of 2) Design of Shield Building: Surface Plates on Cylindrical Section - Developed View 270-90 Degrees...........................3H-78 3I.1-1 Comparison of Horizontal AP1000 CSDRS and HRHF Envelope Response Spectra..................................................................................... 3I-71 3I.1-2 Comparison of Vertical AP1000 CSDRS and HRHF Envelope Response Spectra..................................................................................... 3I-72 3JJ-201 Randomized Shear Wave Velocity Profiles, Median Shear Wave Velocity Profile and the Input Median Profile Used for Randomization NI Site Conditions......................................................3JJ-29 3JJ-202 Randomized Shear Wave Velocity Profiles, Median Shear Wave Velocity Profile and the Input Median Profile Used for Randomization FAR Site Conditions..................................................3JJ-30 3JJ-203 ARS Amplification Factors at FIRS Horizon NI Site Conditions..........3JJ-31 3JJ-204 ARS Amplification Factors at FIRS Horizon FAR Site Conditions......3JJ-31 3JJ-205 ARS Amplification Factors at Ground Surface NI Site Conditions......3JJ-32 3JJ-206 ARS Amplification Factors at Ground Surface FAR Site Conditions...............................................................................................3JJ-32 3JJ-207 Strain Profiles NI Site Conditions........................................................3JJ-33 3JJ-208 Strain Profiles FAR Site Conditions....................................................3JJ-34 3JJ-209 HF and LF Horizontal 10-4 and 10-5 Site Spectra FAR Soil Column....................................................................................................3JJ-35 3JJ-210 HF and LF Horizontal 10-4 and 10-5 Site Spectra NI Soil Column....................................................................................................3JJ-35 3JJ-211 Smoothed Horizontal 10-4 and 10-5 Site Spectra and DRS FAR Soil Column.............................................................................................3JJ-36 3JJ-212 Smoothed Horizontal 10-4 and 10-5 Site Spectra and DRS NI Soil Column.............................................................................................3JJ-36 3JJ-213 Smoothed Vertical 10-4 and 10-5 Site Spectra and DRS FAR Soil Column.............................................................................................3JJ-37 3JJ-214 Smoothed Vertical 10-4 and 10-5 Site Spectra and DRS NI Soil Column....................................................................................................3JJ-37 3JJ-215 Recommended Horizontal and Vertical FIRS (Elevation -16 foot Horizon at Bottom of Nuclear Island Foundation)...................................3JJ-38 3JJ-216 Recommended SSI Shear-Wave Velocity Profiles NI Site Conditions (Upper 1000 feet below 1000 feet depth is not shown).....................................................................................................3JJ-39 3JJ-217 Recommended SSI Damping Profiles NI Site Conditions (Upper 1000 feet below 1000 feet depth is not shown)..................................3JJ-40 3JJ-218 Recommended P-Wave Velocity Profiles NI Site Conditions (Upper 1000 feet below 1000 feet depth is not shown)......................3JJ-41 3JJ-219 Recommended SSI Shear-Wave Velocity Profiles FAR Site Conditions (Upper 1000 feet below 1000 feet depth is not shown).....................................................................................................3JJ-42

3-xxix Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3JJ-220 Recommended SSI Damping Profiles FAR Site Conditions (Upper 1000 feet below 1000 feet depth is not shown)..................................3JJ-43 3JJ-221 Recommended P-Wave Velocity Profiles FAR Site Conditions (Upper 1000 feet below 1000 feet depth is not shown)......................3JJ-44 3JJ-222a Final Spectrum-Compatible Acceleration, Velocity, and Displacement Time Histories for Horizontal 1 Case Before Constant Scale Factor of 1.01 is Applied.....................................................................................3JJ-45 3JJ-222b Comparison of Initial Seed Acceleration Normalized Arias Intensities Plot and Final Spectrum-Compatible Acceleration Normalized Arias Intensities Plot for Horizontal 1 Case Before Constant Scale Factor of 1.01 is Applied.....................................................................................3JJ-46 3JJ-222c Comparison Between the Final Scaled Spectrum-Compatible Response Spectrum, Horizontal SSE ARS, and Upper and Lower Target Spectrum Bounds for Horizontal 1 Case With the Constant Scale Factor of 1.01 Applied...................................................................3JJ-47 3JJ-223a Final Spectrum-Compatible Acceleration, Velocity, and Displacement Time Histories for Horizontal 2 Case Before Constant Scale Factor of 1.015 is Applied...................................................................................3JJ-48 3JJ-223b Comparison of Initial Seed Acceleration Normalized Arias Intensities Plot and Final Spectrum-Compatible Acceleration Normalized Arias Intensities Plot for Horizontal 2 Case Before Constant Scale Factor of 1.015 is Applied........................................................................3JJ-49 3JJ-223c Comparison Between the Final Scaled Spectrum-Compatible Response Spectrum, Horizontal SSE ARS, and Upper and Lower Target Spectrum Bounds for Horizontal 2 Case With the Constant Scale Factor of 1.015 Applied.................................................................3JJ-50 3JJ-224a Final Spectrum-Compatible Acceleration, Velocity, and Displacement Time Histories for Vertical Case Before Constant Scale Factor of 1.015 is Applied.......................................................................................3JJ-51 3JJ-224b Comparison of Initial Seed Acceleration Normalized Arias Intensities Plot and Final Spectrum-Compatible Acceleration Normalized Arias Intensities Plot for Vertical Case Before Constant Scale Factor of 1.015 is Applied.......................................................................................3JJ-52 3JJ-224c Comparison Between the Final Scaled Spectrum-Compatible Response Spectrum, Vertical SSE ARS, and Upper and Lower Target Spectrum Bounds for Vertical Case With the Constant Scale Factor of 1.015 Applied...........................................................................3JJ-53 3JJ-225 5% Damping ARS at Ground Surface Direction H1 NI Site Condition.................................................................................................3JJ-54 3JJ-226 5% Damping ARS at Ground Surface Direction H2 NI Site Condition.................................................................................................3JJ-55 3JJ-227 5% Damping ARS at Ground Surface Direction UP NI Site Condition.................................................................................................3JJ-56 3JJ-228 5% Damping ARS at Ground Surface Direction H1 FAR Site Condition..........................................................................................3JJ-57 3JJ-229 5% Damping ARS at Ground Surface Direction H2 FAR Site Condition..........................................................................................3JJ-58

3-xxx Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3JJ-230 5% Damping ARS at Ground Surface Direction UP FAR Site Condition..........................................................................................3JJ-59 3JJ-231 Not Used.................................................................................................3JJ-60 3JJ-232 SSI Input Within Acceleration Time History Direction H1 NI Site Condition Time [sec]........................................................................3JJ-61 3JJ-233 SSI Input Within Acceleration Time History Direction H2 NI Site Condition Time [sec]........................................................................3JJ-62 3JJ-234 SSI Input Within Acceleration Time History Direction UP NI Site Condition Time [sec]........................................................................3JJ-63 3JJ-235 SSI Input Within Acceleration Time History Direction H1 FAR Site Condition Time [sec]................................................................3JJ-64 3JJ-236 SSI Input Within Acceleration Time History Direction H2 FAR Site Condition Time [sec]................................................................3JJ-65 3JJ-237 SSI Input Within Acceleration Time History Direction UP FAR Site Condition..................................................................................3JJ-66 3JJ-238 5% Damped ARS for FIRS and RG 1.60 Scaled to a PGA of 0.1 g (Elevation -16 Foot Horizon at Bottom of Nuclear Island Foundation..............................................................................................3JJ-67 3JJ-239 Propagated Motion at Founding Level NI Soil Column (Elevation Foot Horizon at Bottom of Nuclear Island Foundation)....................3JJ-68 3JJ-240 Propagated Motion at Foundation Level FAR Soil Column (Elevation Foot Horizon at Bottom of Nuclear-Island Foundation)...3JJ-69 3JJ-241 Comparison of Best-Estimate S-Wave Velocity Profile for the FAR Profile Provided by the Three Sources (Upper 600 feet - below 600 feet is not shown).............................................................................3JJ-70 3JJ-242 Comparison of Best-Estimate S-Wave Velocity Profiles for the NI Profile Provided by the Three Sources (Upper 600 feet - below 600 feet is not shown).............................................................................3JJ-71 3JJ-243 Comparison of Logarithmic Standard Deviation of the S-Wave Velocity for the FAR Profile Provided by the Two Sources (Upper 600 feet - below 600 feet is not shown)...................................................3JJ-72 3JJ-244 Comparison of Logarithmic Standard Deviation of the S-Wave Velocity for the NI Profile Provided by the Three Sources (Upper 600 feet - below 600 feet is not shown)...................................................3JJ-73 3JJ-245 Nonlinear Curves for the Structural Fill...................................................3JJ-74 3JJ-246 Nonlinear Curves for the Miami Limestone.............................................3JJ-75 3JJ-247 Nonlinear Curves for Key Largo and Fort Thompson Formations...........3JJ-76 3JJ-248 Nonlinear Curves for the Natural Soil (El. >-151 feet).............................3JJ-77 3JJ-249 Nonlinear Curves for the Natural Soil (El. <-151 feet).............................3JJ-78 3JJ-250 Surface ARS for the Updated Site Column with the HF4 Input Motion......................................................................................................3JJ-79 3JJ-251 Surface Site Amplification for the Updated Site Column with the HF4 Input Motion.....................................................................................3JJ-80 3JJ-252 Surface Site Amplification with the HF4 Input Motion.............................3JJ-81 3JJ-253 Corrective Ratio for the Surface Site Amplification for the FAR Site Column and the HF4 Input Motion..........................................................3JJ-82 3JJ-254 Surface Site Amplification with the LF5 Input Motion..............................3JJ-83

3-xxxi Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3JJ-255 Corrective Ratio for the Surface Site Amplification for the FAR Site Column and the LF5 Input Motion...........................................................3JJ-84 3JJ-256 Sensitivity Surface Site Amplification for the FAR Site Column and the LF5 Input Motion...............................................................................3JJ-85 3JJ-257 Sensitivity Surface ARS for the FAR Site Column and the LF5 Input Motion.............................................................................................3JJ-86 3JJ-258 Comparison of the Site Amplification for the NI Foundation Between the Sensitivity and the Initial Analyses (FAR Profile)..............................3JJ-87 3JJ-259 Comparison of the ARS for the NI Foundation Between the Sensitivity and the Initial Analysis (FAR Profile)......................................3JJ-88 3JJ-260 Comparison of the Site Amplification for the NI Foundation Between the Sensitivity and the Initial Analysis (NI Profile)...................................3JJ-89 3JJ-261 Comparison of the ARS for the NI Foundation Between the Sensitivity and the Initial Analysis (NI Profile).........................................3JJ-90 3JJ-262 Comparison Between the NI FIRS Computed with the Sensitivity Analysis and the Initial Analysis (NI Profile)............................................3JJ-91 3JJ-263 Comparison of the Enveloped Site Amplification for the Surface DRS Between the Sensitivity and the Initial Analysis (FAR Profile)........3JJ-92 3JJ-264 Comparison of the Enveloped ARS for the Surface DRS Between the Sensitivity and the Initial Analysis (FAR Profile)................................3JJ-93 3JJ-265 Comparison of the Site Amplification for the Surface DRS Between the Sensitivity and the Initial Analysis (NI Profile)...................................3JJ-94 3JJ-266 Comparison of the ARS for the Surface DRS Between the Sensitivity and the Initial Analysis (NI profile)..........................................3JJ-95 3JJ-267 Comparison of the Enveloped Site Amplification for the Turbine Building FIRS Between the Sensitivity and Initial Analyses (FAR Profile).....................................................................................................3JJ-96 3JJ-268 Comparison of the Enveloped ARS for the Turbine Building FIRS Between the Sensitivity and Initial Analyses (FAR Profile).....................3JJ-97 3JJ-269 Comparison of the Enveloped Site Amplification for the Turbine Building FIRS Between the Sensitivity and Initial Analyses (NI Profile).....................................................................................................3JJ-98 3JJ-270 Comparison of the Enveloped ARS for the Turbine Building FIRS Between the Sensitivity and the Initial Analysis (NI Profile)....................3JJ-99 3JJ-271 Comparison of the Site Amplification for the GMRS Calculation Between the Sensitivity and the Initial Analysis....................................3JJ-100 3JJ-272 Comparison of the ARS for the GMRS Calculation Between the Sensitivity and the Initial Analysis.........................................................3JJ-101 3JJ-273 First Iteration of the Iterative RG 1.60 Process for the FAR Profile with Updated Properties......................................................................3JJ-102 3JJ-274 Tenth Iteration of the Iterative RG 1.60 Process for the FAR Profile with Updated Properties..........................................................3JJ-103 3JJ-275 Estimated Best-Estimate S-Wave Velocity Profile for the NI Profile for the RG 1.60 Motion..........................................................................3JJ-104 3JJ-276 Estimated Best-Estimate P-wave Velocity Profile for the NI Profile for the RG 1.60 Motion..........................................................................3JJ-105

3-xxxii Revision 0 Turkey Point Units 6 & 7 - IFSAR LIST OF FIGURES (CONTINUED)

Figure Number Title Page 3JJ-277 Estimated Best-Estimate Damping Profile for the NI Profile for the RG 1.60 Motion.....................................................................................3JJ-106 3JJ-278 Estimated Best-Estimate S-Wave Velocity Profile for the FAR Profile..3JJ-107 3JJ-279 Estimated Best-Estimate P-Wave Velocity Profile for the FAR Profile..3JJ-108 3JJ-280 Estimated Best-Estimate Damping Profile for the FAR Profile..............3JJ-109 3JJ-281 Estimated Best-Estimate S-Wave Velocity Profile for the NI Site Column for the Site-Specific Motion......................................................3JJ-110 3JJ-282 Estimated Best-Estimate P-Wave Velocity Profile for the NI Site Column for the Site-Specific Motion......................................................3JJ-111 3JJ-283 Estimated Best-Estimate Damping Profile for the NI Site Column for the Site-Specific Motion.........................................................................3JJ-112 3JJ-284 Estimated Best-Estimate S-Wave Velocity Profile for the FAR Site Column for the Site-Specific Motion......................................................3JJ-113 3JJ-285 Estimated Best-Estimate P-Wave Velocity Profile for the FAR Site Column for the Site-Specific Motion......................................................3JJ-114 3JJ-286 Estimated Best-Estimate Damping Profile for the FAR Site Column for the Site-Specific Motion...................................................................3JJ-115