Letter Sequence Response to RAI |
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Results
Other: 3F0911-01, Drawing No. 522-041-024, EC70139, Rev. 0, Attachment Z122R0, Vertical Bracing Connections, ML11314A119, ML11314A121, ML11314A122, ML11314A123, ML11314A124, ML11314A125, ML11314A126, ML11314A127, ML11314A128, ML11314A129, ML11314A130, ML11314A131, ML11314A132, ML11314A133, ML11314A134, ML11314A135, ML11314A136, ML11314A137, ML11314A138, ML11314A139, ML11314A140, ML11314A141, ML11314A142, ML11314A143, ML11314A144, ML11314A145, ML11314A146, ML11314A147, ML11314A148, ML11314A149, ML11314A150, ML11314A151, ML11314A152, ML11314A153, ML11314A154, ML11314A155, ML11314A156
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MONTHYEARML1105506632011-02-23023 February 2011
E-mail, ME5208 Final RAIs Re Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane and Revisions to Associated Commitments
Project stage: RAI
ML11256A0742011-07-20020 July 2011
License Amendment Request #310, Revision 1, Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane, Revisions to Associated Commitments, and Response to Request for Additional Information
Project stage: Response to RAI
ML11314A1212011-08-0505 August 2011
Calculation No. S10-0063, Auxiliary Building Overhead Crane (FHCR-5) Supporting Steel Structure - Connection Evaluation
Project stage: Other
ML11314A1222011-08-0808 August 2011
FPC118-PR-001, Revision 2, Design Criteria Document Regarding Auxiliary Building Evaluation for Crane Upgrade
Project stage: Other
ML11314A1382011-09-0101 September 2011
Drawing No. 522-041-019, Rev. 0, EC70139, Rev. 0, Attachment Z95R0, Column Connections to Concrete Floor
Project stage: Other
ML11314A1152011-09-0101 September 2011
License Amendment Request #310, Revision 1 Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane - Response to Request for Additional Information
Project stage: Response to RAI
ML11314A1372011-09-0101 September 2011
Drawing No. 522-041-018, EC70139, Rev. 0, Attachment Z93R0, Column Connections to Concrete Floor
Project stage: Other
ML11314A1362011-09-0101 September 2011
Drawing No. 522-041-016, EC70139, Rev. 0, Attachment Z92R0, N-S Member Connections at El. 162'-0
Project stage: Other
ML11314A1352011-09-0101 September 2011
Drawing No. 522-041-015, EC70139, Rev. 0, Attachment Z91R0, N-S Member Connections at El. 162'-0
Project stage: Other
ML11314A1342011-09-0101 September 2011
Drawing No. 522-041-014, EC70139, Rev. 0, Attachment Z73R0, N-S Member Connections at El. 162'-0
Project stage: Other
ML11314A1332011-09-0101 September 2011
Drawing No. 522-041-013, EC70139, Rev. 0, Attachment Z72R0, E-W Member Moment Connections at Floor, El. 162'-0
Project stage: Other
ML11314A1322011-09-0101 September 2011
Drawing No. 522-041-012, EC70139, Rev. 0, Attachment Z70R0, E-W Member Moment Connections at Floor, El. 162'-0
Project stage: Other
ML11314A1312011-09-0101 September 2011
Drawing No. 522-041-011, EC70139, Rev. 0, Attachment Z52R0, Crane Girder Bracket Connections
Project stage: Other
ML11314A1302011-09-0101 September 2011
Drawing No. 522-041-010, EC70139, Rev. 0, Attachment Z52R0, E-W Member Moment Connections at Floor El. 162'-0
Project stage: Other
ML11314A1292011-09-0101 September 2011
Drawing No. 522-041-009, EC70139, Rev. 0, Attachment Z51R0, Vertical Bracing Connections
Project stage: Other
ML11314A1282011-09-0101 September 2011
Drawing No. 522-041-008, EC70139, Rev. 0, Attachment Z50R0, Vertical Bracing Connections
Project stage: Other
ML11314A1272011-09-0101 September 2011
Drawing No. 522-041-007, EC70139, Rev. 0, Attachment Z49R0, Vertical Bracing Connections
Project stage: Other
ML11314A1262011-09-0101 September 2011
Drawing No. 522-041-006, EC70139, Rev. 0, Attachment Z48R0, Vertical Bracing Connections
Project stage: Other
ML11314A1252011-09-0101 September 2011
Drawing No. 522-041-005, EC70139, Rev. 0, Attachment Z47R0, Vertical Bracing Connections
Project stage: Other
ML11314A1242011-09-0101 September 2011
Drawing No. 522-041-004, EC70139, Rev. 0, Attachment Z46R0, Vertical Bracing Connections
Project stage: Other
ML11314A1232011-09-0101 September 2011
Drawing No. 522-041-003, EC70139, Rev. 0, Attachment Z45R0, Vertical Bracing Connections
Project stage: Other
ML11314A1192011-09-0101 September 2011
Calculation No. S09-0036, Auxiliary Building Overhead Crane (FHCR-5) Supporting Steel Structure - Analysis
Project stage: Other
ML11314A1402011-09-0101 September 2011
Drawing No. S-521-102, EC70139, Rev. 0, Attachment Z96R0, N-S Member Connections (Purlin) at Roof El. 209'-1
Project stage: Other
3F0911-01, Drawing No. 522-041-024, EC70139, Rev. 0, Attachment Z122R0, Vertical Bracing Connections2011-09-0101 September 2011
Drawing No. 522-041-024, EC70139, Rev. 0, Attachment Z122R0, Vertical Bracing Connections
Project stage: Other
ML11314A1562011-09-0101 September 2011
Drawing No. 522-041-023, EC70139, Rev. 0, Attachment Z121R0, E-W Member Moment Connections at Floor El. 162'-0
Project stage: Other
ML11314A1552011-09-0101 September 2011
Drawing No. 522-041-022, EC70139, Rev. 0, Attachment Z120R0, Crane Girder Bracket Connections
Project stage: Other
ML11314A1542011-09-0101 September 2011
Drawing No. 422-057-001, EC70139, Rev. 0, Attachment Z119R0, Concrete Tie Beam Between 301-S, and 302A-S Concrete Column Pier
Project stage: Other
ML11314A1532011-09-0101 September 2011
Drawing No. 521-142-006, EC70139, Rev. 0, Attachment Z118R0, Crane Girder Bracket Connections
Project stage: Other
ML11314A1522011-09-0101 September 2011
Drawing No. 521-142-005, EC70139, Rev. 0, Attachment Z117R0, Crane Girder Bracket Connection
Project stage: Other
ML11314A1512011-09-0101 September 2011
Drawing No. 522-041-021, EC70139, Rev. 0, Attachment Z111R0, Crane Girder Bracket Connections
Project stage: Other
ML11314A1502011-09-0101 September 2011
Drawing No. 521-142-004, EC70139, Rev. 0, Attachment Z110R0,Column Connections to Concrete Floor
Project stage: Other
ML11314A1492011-09-0101 September 2011
Drawing No. 521-142-003, EC70139, Rev. 0, Attachment Z109R0, Column Connections to Concrete Floor
Project stage: Other
ML11314A1482011-09-0101 September 2011
Drawing No. 522-041-002, EC70139, Rev. 0, Attachment Z108R0, Vertical Bracing Connections
Project stage: Other
ML11314A1472011-09-0101 September 2011
Drawing No. 522-041 Sheet 001, EC 70139, Rev. 0, Attachment Z107R0, Vertical Bracing Member Replacement, Vertical Bracing Connections, N-S Member Connections at Roof El. 209'-1 (Between Column Line P1 & Q1), E-W Member..
Project stage: Other
ML11314A1462011-09-0101 September 2011
Drawing No. 522-041-020, EC70139, Rev. 0, Attachment Z106R0, Vertical Bracing Member Replacement and Vertical Bracing Connections
Project stage: Other
ML11314A1452011-09-0101 September 2011
Drawing No. 521-142-002, EC70139, Rev. 0, Attachment Z105R0, Crane Girder Bracket Connections
Project stage: Other
ML11314A1442011-09-0101 September 2011
Drawing No. 522-041-017, EC70139, Rev. 0, Attachment Z104R0, Miscellaneous N-S Member Connections and E-W Member Connections at El. 189'-9 (at Column Line S1)
Project stage: Other
ML11314A1432011-09-0101 September 2011
Drawing No. S-522-006, EC70139, Rev. 0, Attachment Z103R0, Vertical Bracing Member Replacement and Vertical Bracing Connections
Project stage: Other
ML11314A1422011-09-0101 September 2011
Drawing No. S-522-004 EC70139, Rev. 0, Attachment Z102R0, E-W Member Connections at Roof El. 209'- 1 (at Column Line S1), N-S Member Connections at Roof El. 209'-1 (Between Column Line P1 & Q1)., N-S Member Connections..
Project stage: Other
ML11314A1412011-09-0101 September 2011
Drawing No. S-522-003, EC70139, Rev. 0, Attachment Z101R0, E-W Member Moment Connections at Floor El. 162'-0, E-W Member Connections at El. 162'-0 (at Column Line L, at Column Line S1, and Between Column Line M1 and N1), N-S..
Project stage: Other
ML11314A1392011-09-0101 September 2011
Drawing No. 521-142-001, EC70139, Rev. 0, Attachment Z100R0, Horizontal Bracing Connections at Roof El. 209'-1 (Between Column Line I1 & J1)
Project stage: Other
3F1011-04, License Amendment Request 310, Rev. 1, Departure from Method of Evaluation for Auxiliary Building Overhead Crane - Response to Request for Additional Information2011-10-0505 October 2011
License Amendment Request #310, Rev. 1, Departure from Method of Evaluation for Auxiliary Building Overhead Crane - Response to Request for Additional Information
Project stage: Response to RAI
ML11321A1652011-12-27027 December 2011
Nuclear Generating Plant - Issuance of Amendment 239 Regarding Departure from a Method for Evaluating the Auxiliary Building Overhead Crane and Revisions to Associated Commitments
Project stage: Approval
ML12081A2792012-03-19019 March 2012
License Amendment Request #312, Revision 0, Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane - Implementation Schedule Change Request
Project stage: Request
2011-07-20
[Table View] |
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Category:Letter
MONTHYEARML23342A0942024-01-0909 January 2024
Independent Spent Fuel Storage Installation Security Inspection Plan
ML23354A0632023-12-22022 December 2023
Cover Letter - Crystal River License Termination Plan Request for Additional Information
ML23345A1882023-12-0606 December 2023
Fws to NRC Crystal River Species List of Threatened and Endangered Species That May Occur in Your Proposed Project Location or May Be Affected by Your Proposed Project
ML23320A2592023-11-17017 November 2023
STC-23 077 Notification of the Crystal River Unit 3 Generating Plant License Termination Plan Public Meeting and Federal Register Notice
ML23313A1322023-11-15015 November 2023
Request for Additional Information for the Environmental Assessment of the License Termination Plan for Crystal River Unit 3 Nuclear Generating Plant
ML23310A0712023-11-0707 November 2023
Audit Plan Cover Letter - Crystal River Unit 3 Nuclear Generating Plant LTP
ML23187A1112023-07-25025 July 2023
Acceptance of Requested Licensing Action License Request to Add License Condition to Include License Termination Plan Requirements
ML23107A2722023-06-13013 June 2023
Letter Transmitting NRC Survey Results for East Settling Pond
ML23160A2962023-06-0909 June 2023
Response to Crystal River, Unit 3 Supplemental Information Needed for Acceptance on the Application for a License Amendment Regarding Approval of the License Termination Plan
ML23107A2732023-06-0707 June 2023
Orise Independent Survey Report Dcn 5366-SR-01-0
IR 05000302/20220032023-05-25025 May 2023
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3 - NRC Inspection Report No. 05000302/2022003
ML23103A1902023-04-19019 April 2023
Request for Supplemental Information Cover Letter
ML23058A2532023-03-22022 March 2023
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River, Unit 3 - NRC Inspection Report No. 05000302/2022003
ML22361A1022023-02-24024 February 2023
Reactor Decommissioning Branch Project Management Changes for Some Decommissioning Facilities and Establishment of Backup Project Manager for All Decommissioning Facilities
ML22265A0192022-09-26026 September 2022
Nuclear Generating Plant - U.S. Nuclear Regulatory Commission'S Analysis of ADP CR3, Llc'S Decommissioning Funding Status Report (License No. DPR-72, Docket Nos. 50-302 and 72-1035)
IR 05000302/20220022022-08-0909 August 2022
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3 - NRC Inspection Report 05000302/2022002
IR 05000302/20220012022-05-0303 May 2022
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3 - NRC Inspection Report 05000302/2022001
ML22116A1752022-04-27027 April 2022
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3- Independent Spent Fuel Storage Installation Security Inspection Report 07201035/2022401
ML22105A3992022-04-18018 April 2022
Nuclear Generating Plant - Change in NRC Project Manager
ML22011A1362022-01-31031 January 2022
Independent Spent Fuel Storage Installation Security Inspection Plan
IR 05000302/20210042022-01-24024 January 2022
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3 - NRC Inspection Report No. 05000302/2021004
ML22024A2142022-01-24024 January 2022
Nuclear Generating Plant - NMFS NRC Letter - Crystal River Energy Complex Biological Opinion Status (License No. DPR-72, Docket Nos. 50-302 and 72-1035)
ML21351A0052021-12-20020 December 2021
NRC Analysis of ADP CR3, LLC Decommissioning Funding Status Report for the Crystal River Unit 3 Nuclear Generating Plant (License No. DPR-72, Docket Nos. 50-302 and 72-1035)
ML21322A2702021-11-24024 November 2021
Nuclear Generating Plant - Issuance of Amendment No. 260 Approving the Independent Spent Fuel Storage Installation Only Security Plan, Rev 3
IR 05000302/20210032021-11-0909 November 2021
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3 - NRC Inspection Report Nos. 05000302/2021003 and 07201035/2021001
ML21288A4292021-10-18018 October 2021
Letter - Crystal River Unit 3 Nuclear Generating Plant - Correction to Safety Evaluation Related to the Issuance of Amendment No. 259 Approving the Independent Spent Fuel Storage Installation Only Emergency Plan
ML21238A0952021-10-13013 October 2021
Issuance of Amendment No. 259 Approving the ISFSI-Only Emergency Plan, Revision Draft a
IR 05000302/20210012021-08-12012 August 2021
Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3 - NRC Inspection Report Nos. 05000302/2021001 and 05000302/2021002
ML21182A1032021-07-0606 July 2021
Request for Additional Information (RAI) Related to the ISFSI-Only Emergency Plan
ML21159A0422021-06-28028 June 2021
VY and CR Indirect License Transfer Package
ML21060B4142021-04-12012 April 2021
U.S. Nuclear Regulatory Commission Analysis of Duke Energy Florida, Llc'S Initial Decommissioning Funding Plan for the Crystal River Independent Spent Fuel Storage Installation
ML21028A5912021-03-0202 March 2021
Letter to Reid Forwarding Exemption from 10 CFR Part 20, Appendix G, Section Iii.E
ML21055A7832021-02-25025 February 2021
Letter to Reid, Change in NRC Staff Project Management for Crystal River Unit 3 Nuclear Generating Plant
ML21012A3142021-01-13013 January 2021
Independent Spent Fuel Storage Installation Security Inspection Plan
IR 05000302/20200012020-11-19019 November 2020
NRC Inspection Report No. 05000302/2020001, Accelerated Decommissioning Partners (ADP) CR3, LLC, Crystal River Unit 3, Crystal River, Florida
ML20269A2922020-10-0707 October 2020
NRC Form 311 QA Program Approval Revision 10 Related to Crystal River 3
ML20101G5822020-04-10010 April 2020
CR-3 License Transfer SE Corrected Cover Letter
ML20069A0232020-04-0101 April 2020
Order Approving Transfer of Licensed Authority from Duke Energy Florida, LLC, to ADP CR3, LLC, and Draft Conforming Administrative License Amendment
ML20050D0142020-02-19019 February 2020
NRC Independent Spent Fuel Storage Installation Inspection Report No. 07201035/2020001, Duke Energy Florida, LLC, Crystal River Unit 3, Crystal River, Florida
ML20050F7702020-02-14014 February 2020
30-Day Notice of Payment from the City of Tallahassee Trust Fund Non-Qualified Nuclear Decommissioning Trust Fund for Crystal River Unit 3
ML20015A5672020-01-15015 January 2020
Independent Spent Fuel Storage Installation Security Inspection Plan
ML20009D0432020-01-10010 January 2020
Letter to Hobbs, Crystal River Unit 3 Nuclear Generating Plant - Corrected Safety Evaluation for Approval of Partial Site Release for Facility Operating License No. DPR-72
ML19339G5092020-01-0202 January 2020
Letter to Hobbs, Crystal River Unit 3 Nuclear Generating Plant - Approval of Partial Site Release for Facility Operating License No. DPR-72
ML19343A8252019-12-0606 December 2019
Letter from Erika Bailey, Oak Ridge Institute for Science and Education, to John Hickman, NRC, Forwarding Independent Confirmatory Survey Summary and Results for the 3,854-Acre Area Partial Site Release at the Crystal River Energy Complex
IR 05000302/20190022019-11-20020 November 2019
NRC Inspection Report No. 05000302/2019002 and Independent Spent Fuel Storage Installation Inspection Report No. 07201035/2019002, Duke Energy Florida, LLC, Crystal River Unit 3, Crystal River, Florida
ML19317D0932019-10-25025 October 2019
Engine Systems, Inc., 10CFR21 Reporting of Defects and Non-Compliance - Engine Systems, Inc. Report No. 10 CFR21-0127, Rev. 0, Emd Fuel Injectors - Seized Plunger and Bushing
ML19261A0702019-09-19019 September 2019
VEGP U3 Proficiency Watches Prior to Fuel Load
ML19177A0802019-06-26026 June 2019
Nuclear Generating Plant (CR-3) - Notification of Revised Post-Shutdown Decommissioning Activities Report (Revised PSDAR)
ML19170A1942019-06-14014 June 2019
Application for Order Consenting to Direct Transfer of Control of Licenses and Approving Conforming License Amendment
ML19129A1402019-05-15015 May 2019
Letter to Hobbs, Correction to Amendment No. 257 Approving Independent Spent Fuel Storage Installation (ISFSI)-Only Emergency Plan, Revision 1
2024-01-09
[Table view] |
Text
aProgress Energy Crystal River Nuclear Plant Docket No. 50-302 Operating License No. DPR-72 Ref: 10 CFR 50.90 September 1,2011 3F091 1-01 U.S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, DC 20555-0001
Subject:
Crystal River Unit 3 - License Amendment Request #310, Revision 1 Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane - Response to Request for Additional Information (TAC No. ME5208)
References:
- 1. NRC to CR-3 email dated August 18, 2011, "Follow up RAIs regarding LAR310, Departure From A Method Of Evaluation For The Auxiliary Building Overhead Crane And Revisions To Associated Commitments (TAC No. ME5208)"
- 2. Crystal River Unit 3 to NRC Letter dated July 20, 2011, "Crystal River Unit-3 - License Amendment Request #310, Revision 1 Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane, Revisions to Associated Commitments, and Response to Request for Additional Information (TAC No. ME5208)"
Dear Sir:
Pursuant to 10 CFR 50.90, Florida Power Corporation (FPC), doing business as Progress Energy Florida, Inc. (PEF), hereby provides the responses to a Request for Additional Information forwarded by Reference 1. Responses to the Request for Additional Information are contained in the attachment to this letter.
This response contains no new regulatory commitments.
If you have any questions regarding this submittal, please contact Mr. Dan Westcott, Superintendant, Licensing and Regulatory Programs at (352) 563-4796.
Si re y, on ~Franke Vice President Crystal River Nuclear Plant JAF/scp
Attachment:
Response to Request for Additional Information
Enclosure:
CD-ROM of Auxiliary Building Design Criteria Document and Calculations cc: NRR Project Manager Regional Administrator, Region II Senior Resident Inspector State Contact Progress Energy Florida, Inc.
Crystal River Nuclear Plant 15760 W. Powerline Street Crystal River, FL 34428
U. S. Nuclear Regulatory Commission Page 2 of 2 3F0911-01 STATE OF FLORIDA COUNTY OF CITRUS Jon A. Franke states that he is the Vice-President, Crystal River Nuclear Plant for Florida Power Corporation, doing business as Progress Energy Florida, Inc.; that he is authorized on the part of said company to sign and file with the Nuclear Regulatory Commission the information attached hereto; and that all such statements made and matters set forth therein are true and correct to the best of his knowledge, information, and belief.
Vice President Crystal River Nuclear Plant The foregoing document was acknowledged before me this / day of 2011, by Jon A. Franke.
Signature of Nota&P]ubllic i .*CAR~OLYN E.PORTMANN*"'-c Foia Cmmission # DD 9375m3 IW-z-'Expires March 1,2014
- l,1-*pe, or stamp Commissioned Name of Notary Public)
Personally / Produced Known -OR- Identification
PROGRESS ENERGY FLORIDA, INC.
CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/LICENSE NUMBER DPR-72 LICENSE AMENDMENT REQUEST #310, REVISION 1 ATTACHMENT RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION
U. S. Nuclear Regulatory Commission Attachment 3F091 1-01 Page 1 of 5 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION By letter dated December 20, 2010, as superseded by letter dated July 20, 2011, Florida Power Corporation submitted Crystal River Unit 3 (CR-3) - License Amendment Request (LAR) # 310, Revision 1, "Departure from a Method of Evaluation for the Auxiliary Building Overhead Crane, Revisions to Associated Commitments, and Response to Request for Additional Information."
On August 18, 2011, the NRC emailed a request to CR-3 for additional information needed in order to complete their technical review. Responses are provided below.
A CD-ROM, enclosed with this correspondence, contains the drawings and other documents referenced in these responses.
RAI-1
In Enclosure B of the CD-ROM, with regards to the Auxiliary Building modification drawings and the installation instruction (EC 70139), the licensee provided drawing 522-041-010 for the existing refueling floor - Elevation 162'-0" from Column SI to Column L. However, the staff noted that Columns L to I1 are missing. Please provide the missing sections of the drawing for the staff to review.
CR-3 Response:
Columns in rows K to I1 locations are shown in Drawing 521-142-003, which is Attachment Z109 RO in EC 70139.
RAI-2
Also on drawing # 522-041-018, please address what the elevation is for this plant view. For Columns 302A & NI, 302A & P1, 302A &Q1, 301 & NI, and 301 & SI, please address the locations and the condition of those columns base plate for the staff to review.
CR-3 Response:
The Elevation shown in Drawing 522-041-018, which is Attachment Z93 RO in EC 70139, is at 143'-0" except for Columns in Row Si, which are at Elevation 119'-0". The location and condition of all the column bases are shown on Page 19 of Calculation S09-0036. In Table 4 on page 19, dash entries denote that column bases are fixed in that direction.
U. S. Nuclear Regulatory Commission Attachment 3F091 1-01 Page 2 of 5
RAI-3
In accordance with NOG-1-2004, Section 4153.6, "Boundary Conditions at Trolley and Runway Rails," please provide a summary of the results of your analysis, along with the modification drawings.
CR-3 Response:
The boundary conditions at Trolley and Runway Rails are as per NOG-1-2004 and they are shown in Design Criteria Document FPC 118-PR-00 1, "Design Criteria Document for Crystal River Unit 3 Auxiliary Building Evaluation for Crane Upgrade," Pages 16 and 17. The boundary conditions are also shown in Calculation S09-0036, Page 24. These boundary conditions, along with other design inputs included in FPC 118-PR-00 1, serve as the guidelines for the Auxiliary Building (AB) structural analysis.
There were three primary calculations used in the analysis of the structure. The first calculation is S09-0036, "Auxiliary Building Overhead Crane (FHCR-5) Supporting Steel Structure -
Analysis." Calculation S09-0036 includes a GTSTRUDL model of the structure and analyzes the stresses in the structural members. This calculation determines members that require replacement for increased strength due to increased loading. Calculation S09-0036 is used as input to calculation S 10-0063, "Auxiliary Building Overhead Crane (FHCR-5) Supporting Steel Structure - Connection Evaluation." Calculation S 10-0063 analyzes connections and determines connection modifications that are required for the revised loads. The GTSTRUDL calculation (S09-0036) uses load cases from NOG-1-2004, which match the load cases listed in the LAR.
A third calculation, S 10-0049, "Auxiliary Building Overhead Crane (FHCR-5) Supporting Steel Structure - ANSYS Model," is an ANSYS model of the AB, which includes the stick model of the crane (supplied by the crane vendor). This calculation is not used for qualification of the AB crane support structure. This calculation is generated for use by the crane manufacturer, and has been verified to match the GTSTRUDL calculation. The GTSTRUDL model was converted to an ANSYS model by the AB upgrade architect/engineer (A/E), as that is the software the crane vendor uses in the analysis. The ANSYS model of the AB structure (with a stick model of the crane) was sent from the A/E to the crane vendor for use in a coupled analysis of the crane and support structure.
The table below, taken from EC 70139 and provided as Table 3 in the CR-3 Response to RAI-4 (Reference 2), summarizes the required modifications to the AB based on the results of the analyses described above. In this version of the table, the drawing numbers have been reformatted to agree with the numbering found in the enclosed CD-ROM.
U. S. Nuclear Regulatory Commission Attachment 3F091 1-01 Page 3 of 5 Summary of Required Modifications to the Auxiliary Building Type of Modification Total No. Drawings 522-041-001 9 (AttachmentZ107)
Vertical Bracing Member Replacement 522-006 (AttachmentZ103) 522-041-001 thru -009, -024 (Attachment ZI07, ZI08, Z45, Z46, Vertical Bracing Connections 51 Z47, Z48, Z49, Z50, Z51, and Z122) 522-006 (Attachment Z103) 521-142-001 Horizontal Bracing Connections at Roof EL. (Attachment ZIO0) 209'-1" (between column line II & J1) 521-102 (AttachmentZ96) 522-041-014 E-W Member Connections at Roof EL. 209'- 1" (AttachmentZ73)
(at column line S1) 522-004 (AttachmentZ102) 522-041-001 & -004 N-S Member Connections at Roof EL. 209'- 1" (Attachment ZI07 and Z46)
(between column line P1 & Qi) 522-004 (AttachmentZ102) 521-142-001 (Attachment Z100) 522-041-015 N-S Member Connections (Purlin) at Roof EL. 98 (Attachment (tahet71 Z91) 209'-1" 521-102 (Attachment Z96) 522-004 (Attachment Z102) 522-041-001 & -017 E-W Member Connections at EL. 189'-9" (at (Attachment Z107 & Z104) column line S1) 522-004 (Attachment Z102) 522-041-010 & -015 Horizontal Bracing Connections at Floor EL. (Attachment Z52 & Z91) 162'-0" (between column line NI & 01) 522-003 (AttachmentZ101)
U. S. Nuclear Regulatory Commission Attachment 3F091 1-01 Page 4 of 5 Type of Modification Total No. Drawings 522-041-010, -012, -013, -020, -
023 E-W Member Moment Connections at Floor (AttachmentZ52, Z70, Z72, Z106, EL. 162'-0" Z121) 522-003 (Attachment ZIOI)
E-W Member Connections at EL. 162'-0" (at 522-041-010 & -016 5 (AttachmentZ52 & Z92) column line L, at column line S1, and between 522-003 column line M I & N 1)
(Attachment Z101) 522-041-010,-014,-015,-016 N-S Member Connections at EL. 162'-0" 32 (Attachment 752, 773, Z91, Z92) 522-003 (AttachmentZ101) 522-041-001,-010,-017 Miscellaneous N-S Member Connections 8 (Attachment Z107, Z52, & ZI04) 522-003 (AttachmentZ101) 521-142-002, -005, -006 (Attachment Z105, Z117, Z118) 522-041-011, -021, -022 Crane Girder Bracket Connections 15 (Attachment 753, 7111, 7120) 521-102 (Attachment Z96) 522-004 (Attachment Z102) 521-142-003 & -004 Column Connections to Concrete Floor 13 (Attachment 7109 & 7110) 522-041-018 & -019 (Attachment Z93 & Z95)
Concrete Tie Beam between 301-S, and 302A- 422-057 S Concrete Column Pier (Attachment Z719)
U. S. Nuclear Regulatory Commission Attachment 3F091 1-01 Page 5 of 5
RAI-4
Please indicate which steel building columns are anchored to the concrete structure at the 143 and 162 foot elevations. Also, please address which columns were anchored at the 119 foot elevation for the cask loading bay.
CR-3 Response:
The location and boundary conditions for all the column bases are listed on Page 19 of calculation S09-0036. To summarize, column bases for 301-L, 302A-L, 301-Mi, 302A-MI, 301-NI, 302A-NI, 301-01, 302A-O1, 301-PI, 302A-P1, 301-Q1, 302A-Q1, 302A-N2, 301A-Ni, 301A-O1, 301A-P1, and 301A-QI are located at Elevation 143'-0". Column bases for 301-II, 302A-I1, 301-Ji, 302A-JI, 301-K, and 301A-I1 are located at Elevation 162'-0". Columns 301-SI and 302A-SI are anchored at Elevation 119'-0". Refer to Figure 8.1, "3D View of Auxiliary Building with One Crane Location Case," in calculation S09-0036 for a three dimensional representation of the structure.
