|
|
| Line 1: |
Line 1: |
| {{Adams | | {{Adams |
| | number = ML072070407 | | | number = ML13350A351 |
| | issue date = 10/31/2007 | | | issue date = 06/30/1974 |
| | title = Design, Fabrication, and Materials Code Case Acceptability, ASME Section Iii. | | | title = Code Case Acceptability ASME Section Iii Design and Fabrication |
| | author name = | | | author name = |
| | author affiliation = NRC/RES | | | author affiliation = US Atomic Energy Commission (AEC) |
| | addressee name = | | | addressee name = |
| | addressee affiliation = | | | addressee affiliation = |
| | docket = | | | docket = |
| | license number = | | | license number = |
| | contact person = Ridgely J N | | | contact person = |
| | case reference number = DG-1133
| | | document report number = RG-1.084 |
| | document report number = RG-1.084, Rev 34 | |
| | package number = ML07270400
| |
| | document type = Regulatory Guide | | | document type = Regulatory Guide |
| | page count = 61 | | | page count = 5 |
| }} | | }} |
| {{#Wiki_filter:The U.S. Nuclear Regulatory Commission (NRC) issues regulatory guides to describe and make available to the public methodsthat the NRC staff considers acceptable for use in implementing specific parts of the agency's regulations, techniques that thestaff uses in evaluating specific problems or postulated accidents, and data that the staff needs in reviewing applications forpermits and licenses. Regulatory guides are not substitutes for regulations, and compliance with them is not required. Method sand solutions that differ from those set forth in regulatory guides will be deemed acceptable if they provide a basis for the findings required for the issuance or continuance of a permit or license by the Commission.This guide was issued after consideration of comments received from the public. | | {{#Wiki_filter:June 1974 0 U.S. ATOMIC ENERGY COMMISSION |
| | | REGULATORY |
| Regulatory guides are issued in 10 broad divisions: 1, Power Reactors; 2, Research and Test Reactors; 3, Fuels and MaterialsFacilities; 4, Environmental and Siting; 5, Materials and Plant Protection; 6, Products
| | DIRECTORATE |
| ; 7, Transportation; 8, Occupational Hea lth;9, Antitrust and Financial Review; and 10, General.Electronic copies of this guide and other recently issued guides are available through the NRC's public Web site under theRegulatory Guides document collection of the NRC's Electronic Reading Room at http://www.nrc.gov/reading-rm/doc-collections/ and through the NRC's Agencywide Documents Access and ManagementSystem (ADAMS) at http://www.nrc.gov/reading-rm/adams.html , under Accession No. ML072070407.
| | OF REGULATORY |
| | | STANDARDS REGULATORY |
| U.S. NUCLEAR REGULATORY COMMISSION
| | GUIDE 1.84 CODE CASE ACCEPTABILITY |
| October 2007 Revision 34 REGULATORY GUIDE
| | ASME SECTION III DESIGN AND FABRICATION |
| OFFICE OF NUCLEAR REGULATORY RESEARCH
| | GUIDE |
| REGULATORY GUIDE 1.84 (Draft was issued as DG-1133, dated October 2006) | |
| DESIGN, FABRICATION, AND MATERIALS CODE CASE
| |
| ACCEPTABILITY, ASME SECTION III
| |
|
| |
|
| ==A. INTRODUCTION== | | ==A. INTRODUCTION== |
| General Design Criterion (GDC) 1, "Quality Sta ndards and Records," of Appendix A, "General Design Criteria for Nuclear Power Plants," to Title 10, Part 50, of the Code of Federal Regulations(10 CFR Part 50), "Domestic Licensing of Production and Utilization Facilities" (Ref. 1), requires, in part,that structures, systems, and components important to safety be designed, fabricated, erected, and testedto quality standards commensurate with the importance of the safety function to be performed. Wheregenerally recognized codes and standards are used, Criterion 1 requires that they be identified andevaluated to determine their applicability, adequacy, and sufficiency and be supplemented or modified asnecessary to ensure a quality product in keeping with the required safety function.Criterion 30, "Quality of Reactor Coolant Pressure Boundary," of Appendix A to 10 CFR Part 50requires, in part, that components that are part of the reactor coolant pressure boundary be designed,fabricated, erected, and tested to the highest practical quality standards.Appendix B, "Quality Assurance Criteria for Nucl ear Power Plants and Fuel Processing Plants,"to 10 CFR Part 50 requires, in part, that measures be established for the control of special processing ofmaterials and that proper testing be performed.
| | Section 50.55a, "Codes and Standards," of 10 CFR Part 50, "Ucensing of Production and Utilization Facilities," requires, in part, that components of the reactor coolant pressure boundary be designed, fabri-cated, erected, and tested in accordance with the requirements for Class I components of Section III,"Nuclear Power Plant Components,"i of the American Society of Mechanical Engineeri (ASME) Boiler and Pressure Vessel Code or equivalent quality standards. |
| | |
| RG 1.84, Rev. 34, Page 2Provisions of the American Society of Mechan ical Engineers (ASME) Boiler and Pressure Vessel (BPV) Code have been used since 1971 as one part of the framework to establish the necessary design,fabrication, construction, testing, and performance requirements for structures, systems, and componentsimportant to safety. Among other things, ASME standards committees develop improved methods for theconstruction and inservice inspection (ISI) of ASME Class 1, 2, 3, MC (metal containment), and CC
| |
| (concrete containment) nuclear power plant components. A broad spectrum of stakeholders participate in the ASME process, which helps to ensure th at the various interests are considered.
| |
|
| |
|
| The regulation in 10 CFR 50.55a(c), "Reactor Coolant Pressure Boundary," requires, in part, thatcomponents of the reactor coolant pressure boundary must be designed, fabricated, erected, and tested in accordance with the requirements for Class 1 components of Section III, "Rules for Construction of Nuclear Power Plant Components," of the ASME BPV Code (Ref. 2) or equivalent quality standards.
| | Footnote 6 to Section 50.55a states that the use of specific Code Cases may be authorized by the Commis-sion upon request pursuant to §50.55a(a)(2Xii) |
| | which requires that proposed alternatives to the described requirements or portions thereof provide an acceptable level of quality and safety. General De--ign Criterion |
| | 1,"Quality Standards and Records," of Appendix A,"General Design Criteria for Nuclear Power Plants," to 10 CFR Part 50 requires, in part, that structures, systems, and components important to safety be de-signed, fabricated, erected, and tested to quality stand-ards commensurate with the importance of the safety.function to be performed. |
|
| |
|
| The ASME publishes a new edition of the BPV Code, which includes Section III, every 3 years, and newaddenda every year. The latest editions and addenda of Section III that the U.S. Nuclear RegulatoryCommission (NRC) has approved for use are referenced in 10 CFR 50.55a(b). The ASME also publishesCode Cases quarterly. Code Cases provide alternatives developed and approved by ASME. This regulatory guide identifies the Code Cases that have been determined by the NRC to be acceptablealternatives to applicable parts of Section III. Section III Code Cases not yet endorsed by the NRC may beimplemented through 10 CFR 50.55a(a)(3), which permits the use of alternatives to the Coderequirements referenced in 10 CFR 50.55a provided that the proposed alternatives result in an acceptablelevel of quality and safety, and that their use is authorized by the Director of the Office of Nuclear Reactor Regulation.The ASME Code is incorporated by reference into 10 CFR 50.55a. Code Cases approved by theNRC provide an acceptable voluntary alternative to the mandatory ASME Code provisions. Therefore,the NRC will amend 10 CFR 50.55a to incorporate by reference the new Code Cases and revisions to existing Code Cases listed in this guide, and to state the requirements governing the use of Code Cases.
| | Where generally recognized codes and standards are .used, Criterion I requires that* they be identified and evaluated to determine their applicability, adequacy, and sufficiency and be supple-mented or modified as necessary to assure a quality product in keeping with the required safety function. |
|
| |
|
| Because of continuing change in the status of Code Cases, the staff plans periodic updates to 10 CFR
| | 30, "Quality of Reactor Coolant Pressure Boundary," of the same appendix requires, in part, that components which are part of the reactor coolant pressure boundary be designed, fabricated, erected, and ICopies may be obtained from the American Society of Mechanical Engineers, United Enginecering Center, 345 East 47th Street, New York, N.Y. 10017.tested to the highest quality standards practical. |
| 50.55a and this guide to accommodate new Code Cases and any revisions of existing Code Cases.
| |
|
| |
|
| 1Except for Code Cases pertaining to high-temperature gas-cooled reactors; certain requirements in Section III, Division 2, not endorsed by the NRC; liquid metal; and submerged spent fuel waste casks.
| | Ap-pendix B, "Quality Assurance Criteria for Nuclear Power Plants and Fuel Reprocessing Plants," to 10 CFR Part 50.requires, in part, that measures be established for the control of special processing of materials and that proper testing be performed. |
|
| |
|
| RG 1.84, Rev. 34, Page 3
| | This regulatory guide lists those Section III ASME Code Cases oriented to design and fabrication which are generally acceptable to the AEC Regulatory staff for implementation in the licensing of light-water-cooled nuclear power plants. |
|
| |
|
| ==B. DISCUSSION== | | ==B. DISCUSSION== |
| Regulatory Guide 1.84 lists all Section III Code Cases that the NRC has approved for use. For Revision 34 of the guide, the NRC staff reviewed the Section III Code Cases listed in Supplements 7-12to the 2001 Edition of the ASME BPV Code and Supplement 1 to the 2004 Edition.
| | The Boiler and Pressure Vessel Committee of the ASME publishes documents entitled "Interpretations of the ASME Boiler and Pressure Vessel Code." t These documents, referred to as "Code Cases," explain the intent of Code rules or provide Code permission to use alternative requirements under special circumstances or with suitable precautions. |
| | |
| 1 Appendix A to thisguide lists the supplements reviewed, the applicable edition, and the date on which each supplement wasapproved by the ASME Board on Nuclear Codes and St andards. Appendix B is a list of the Section IIICode Cases addressed in the seven supplements. Finally, Appendix C is a current list of all Section IIICode Cases. The Code Cases addressed by this regulatory guide are listed in five tables:(1)Table 1, "Acceptable Section III Code Cases," c ontains the Code Cases that are acceptable to the NRC for application in the design and constructi on of light-water-cooled nuclear power plants.(2)Table 2, "Conditionally Acceptable Section III Code Cases," contains Code Cases that areacceptable provided that they are used with the identified limitations or modifications (i.e., the Code Case is generally acceptable but the NRC has determined that the alternative requirementsmust be supplemented in order to provide an acceptable level of quality and safety).(3)Table 3, "Annulled Unconditionally Approved S
| |
| ection III Code Cases," contains the Code Casesthat have been annulled by the ASME.(4)Table 4, "Annulled Conditionally Acceptable S
| |
| ection III Code Cases," contains the Code Casesthat the NRC determined to be acceptable, provided that they were used with the identifiedlimitations or modifications, but were subsequently annulled by the ASME.(5)Table 5, "Section III Code Cases That Have Been Superseded by Revised Code Cases on or AfterJuly 1, 1974," lists Code Cases that have been superseded through revision.Code Cases that the NRC determined to be unacceptable are listed in Regulatory Guide 1.193,"ASME Code Cases Not Approved for Use" (Ref. 4).
| |
| Code Cases provide alternatives to existing Code requirements that the ASME developed and approved. The new Code Cases and revisions to ex isting Code Cases listed as approved in Tables 1 and 2of this guide are incorporated by reference into 10 CFR 50.55a. Code Cases approved by the NRC maybe used voluntarily by licensees as an alternative to compliance with ASME Code provisions that havebeen incorporated by reference into 10 CFR 50.55a.Requirements related to Code Case implementation are provided in 10 CFR 50.55a(b). When alicensee initially applies a Code Case listed in Tables 1 or 2, the licensee must implement the most r ecentversion of that Code Case incorporated by reference in 10 CFR 50.55a.
| |
| | |
| RG 1.84, Rev. 34, Page 4Code Cases may be annulled because the provisions have been incorporated into the Code, theapplication for which it was specifically developed no longer exists, or experience has shown that thedesign analysis or construction method is no longer adequate. After the ASME annuls a Code Case andthe NRC amends 10 CFR 50.55a and this guide, licensees may not implement that Code Case for the first time. However, a licensee who implemented the Code Case prior to annulment may continue to use thatCode Case until the licensee voluntarily updates its Section III Code of record. If a Code Case isincorporated by reference into 10 CFR 50.55a and later annulled by the ASME because experience hasshown that the design analysis or construction method is no longer adequate, the NRC will amend 10 CFR
| |
| 50.55a and this guide to remove the approval of the annulled Code Case. Licensees should not begin toimplement such annulled Code Cases in advance of the rulemaking. Notwithstanding these requirements,the Commission may impose new or revised Code requirements, including implementation schedules, that it determines are consistent with the Backfit rule (10 CFR 50.109).With regard to the use of any Code Case, it is the responsibility of the user to make certain that the provisions of the Code Case do not conflict with licensee commitments or regulatory requirements.
| |
| | |
| RG 1.84, Rev. 34, Page 5
| |
| | |
| ==C. REGULATORY POSITION==
| |
| 1.Acceptable Code Cases The Code Cases listed in Table 1 below are accepta ble to the NRC for application in the designand construction of components and their supports for water-cooled nuclear power plants.
| |
| | |
| Table 1. Acceptable Section III Code Cases Code Case Number Table 1 Acceptable Section III Code Cases ASME Approval Date N-4-11 Special Type 403 Modified Forgings or Bars, Section III, Division 1, Class 1 and CS
| |
| 2/25/02 N-7-1High Yield Strength Steel, Section III, Division 1, Class 1
| |
| 2/3/03 N-60-5 Material for Core Support Structures, Section III, Division 1
| |
| 2/20/04 N-122-2 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 1 Piping, Section III, Division 1
| |
| 2/3/03 N-131-1 (1759-1)Material for Internal Pressure Retaining Items for Pressure Relief Valves, Section III, Division 1, Class 1, 2, and 3
| |
| 2/3/03 N-133-3 Use of SB-148 Alloys 952 and 954, Section III, Division 1, Class 3
| |
| 2/3/03 N-154-1 Projection Resistance Welding of Valve Seats, Section III, Division 1, Classes 1, 2, and 3 2/3/03 N-160-1 Finned Tubing for Construction, Section III, Division 1
| |
| 2/3/03 N-171 Postweld Heat Treatment of P-No. 1 Material, Section III, Division 2
| |
| 4/30/93 N-192-3 Use of Braided Flexible Connectors, Section III, Division 1, Class 2 and 3
| |
| 7/23/02 N-205 Use of Ductile Iron SA-395, Section III, Division 1, Class 3
| |
| 2/25/02 N-208-1 Fatigue Analysis for Precipitation Hardening Nickel Alloy Bolting Material to Specification SB-637 N07718 for Section III Division 1, Class 1 Construction
| |
| 2/14/03 N-213 Welded Radial Shear Bar Assemblies, Section III, Division 2
| |
| 2/25/02 N-243 Boundaries Within Castings Used for Core Support Structures, Section III, Division 1, Class CS
| |
| 2/3/03 N-315 Repair of Bellows, Section III, Division 1
| |
| 2/3/03 N-318-5 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 2 or 3 Piping, Section III, Division 1
| |
| 2/3/03 N-319-3 Alternate Procedure for Evaluation of Stresses in Butt Welding Elbows in Class 1 Piping, Section III, Division 1
| |
| 2/3/03 N-329 Examination of Bar Material, Section III, Division 1, Class 1
| |
| 7/23/02 Code Case Number Table 1 Acceptable Section III Code Cases ASME Approval Date RG 1.84, Rev. 34, Page 6 N-351 Use of Subsize Charpy V-Notch Specimens, Section III, Division 1
| |
| 1/17/00 N-369 Resistance Welding of Bellows, Section III, Division 1
| |
| 5/9/03 N-373-2 Alternative PWHT Time at Temperature for P-No. 5 Material, Section III, Division 1, Classes 1, 2, and 3
| |
| 5/4/04 N-391-2Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping, Section III, Division 1
| |
| 5/4/04 N-392-3Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping, Section III, Division 1
| |
| 5/4/04 N-405-1 Socket Welds, Section III, Division 1
| |
| 2/20/04 N-438-1 UNS N08367, Section III, Division 1, Class 2 and 3 Construction
| |
| 5/24/96 N-452Specialized Subcontracted Welding Process (Electron Beam Welding), Section III, Division 1
| |
| 5/9/03 N-453-3Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) for Class 2 and 3 Construction, Section III, Division 1
| |
| 8/14/01 N-454-1Nickel-Chromium-Molybdenum-Copper Stainless Steels (UNS N08925 andN08926) Wrought Fittings for Class 2 and 3 Construction, Section III,Division 1
| |
| 6/17/03 N-455-1Nickel-Chromium-Molybdenum-Copper Stainless Steels (UNS N08925 andN08926) Forged Flanges and Fittings for Class 2 and 3, Section III, Division 1
| |
| 6/17/03 N-469-1 Martensitic Stainless Steel for Class 1, 2, and 3 Components, Section III, Division 1
| |
| 2/3/03 N-493 Alternative Radiographic Acceptance Cr iteria for Vessels Used as Shipping Casks, Section III, Division 1, Class 1
| |
| 7/23/02 N-500-2 Alternative Rules for Standard Supports for Classes 1, 2, 3 and MC, Section III, Division 1
| |
| 2/20/04 N-505 Alternative Rules for the Examination of Butt Welds Used as Closure Welds for Electrical Penetration Assemblies in Containment Structures, Section III,
| |
| Division 1
| |
| 5/4/04 N-511 Design Temperature for Atmospheric and
| |
| 0-15 psi Storage Tanks, Section III, Division 1
| |
| 5/4/04 N-520-1 Alternative Rules for Renewal of N-type Certificates for Plants Not in Active Construction, Section III, Division 1
| |
| 5/9/03 N-525 Design Stress Intensities and Yield Strength Values for UNS N06690 With a Minimum Specified Yield Strength of 30 ksi, Class 1 Components, Section III,
| |
| Division 1
| |
| 7/23/02 N-539 UNS N08367 in Class 2 and 3 Valves, Section III, Division 1
| |
| 2/20/04 Code Case Number Table 1 Acceptable Section III Code Cases ASME Approval Date RG 1.84, Rev. 34, Page 7 N-548 Air Cooling of SA-182 Grades F304, F
| |
| 304L, F316, F316L Forgings Instead of Liquid Quenching After Solution Heat Treatment, Class 1, 2, and 3, Section III,
| |
| Division 1
| |
| 9/7/01 N-558 Stamping of Class 2 Vessels Fabricated to Subsection NB, Section III, Division 1
| |
| 2/25/02 N-564-2 UNS J93380, Alloy CD3MWCuN, Class 2 and 3 Construction, Section III, Division 1
| |
| 2/3/03 N-570 Alternative Rules for Linear Piping and Linear Standard Supports for Class 1, 2, 3, and MC, Section III, Division 1
| |
| 2/25/02 N-572Use of SB-425 (UNS N08825) Bar and Rod for Class 1 Construction, Section III, Division 1
| |
| 7/23/02 N-579 Use of Nonstandard Nuts, Class 1, 2, and 3, MC, CS Components and Supports Construction, Section III, Division 1
| |
| 2/3/03 N-580-1 Use of Alloy 600 With Columbium Added, Section III, Division 1
| |
| 5/20/98 N-594 Repairs to P-4 and P-5A Materials for Pumps and Valves Without Postweld Heat Treatment, Section III, Division 1
| |
| 3/28/01 N-607 Guidance on Implementation of NS Certificate of Accreditation, Section III, Division 1
| |
| 5/4/04 N-610Alternative Reference Stress Intensity Factor (K
| |
| 1R) Curve for Class Components, Section III, Division 1
| |
| 5/4/04 N-611 Use of Stress Limits as an Alternate to Pressure Limits Subsection NC/ND-3500, Section III, Division 1
| |
| 2/20/04 N-620 Rules for Class 1 Type M Pumps, Section III, Division 1
| |
| 5/4/04 N-621Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800F, Section III, Division 1
| |
| 5/4/04 N-625-1Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800F, Section III, Division 1
| |
| 2/20/04 N-631 Use of Fracture Toughness Test Data to Establish Reference Temperature for Pressure Retaining Materials Other Than Bolting for Class 1 Vessels, Section III, Division 1
| |
| 7/23/02 N-632 Use of ASTM A 572, Grades 50 and 65 for Structural Attachments to Class CC
| |
| Containment Liners, Section III, Division 2
| |
| 2/3/03 N-635-1Use of 22Cr-5Ni-3Mo-N (Alloy UNS S31803) Forgings, Plate, Bar, Welded and Seamless Pipe, and/or Tube, Fittings, and Fusion Welded Pipe With Addition of
| |
| | |
| Filler Metal, Classes 2 and 3, Section III, Division 1 (Note: Code Case N-635 was unconditionally approved for use in Revisions 32
| |
| | |
| and 33 of Regulatory Guide 1.84).
| |
| 2/14/03 Code Case Number Table 1 Acceptable Section III Code Cases ASME Approval Date RG 1.84, Rev. 34, Page 8 N-636Use of 18Cr-13Ni-3Mo (Alloy UNS S31703), 19Cr-15Ni-4Mo (Alloy UNSS31725), and 18.5Cr-15.5Ni-4.5Mo-N (Alloy UNS S31726) Forgings, Seamless
| |
| | |
| Tubing, Plate, Welded Tubing, Welded and Seamless Pipe, Welded Pipe With
| |
| | |
| Addition of Filler Metal and Fittings, Classes 2 and 3, Section III, Division 1
| |
| 7/23/02 N-637Use of 44Fe-25Ni-21Cr-Mo (Alloy UNS N08904) Plate, Bar, Fittings, WeldedPipe, and Welded Tube, Classes 2 and 3, Section III, Division 1
| |
| 9/24/99 N-642 Alternative Rules for Progressive Liquid Penetrant Examination of GrooveWelds In P-No. 8 Materials 3/16 in. (5 mm) Thick and Less Made by Autogenous
| |
| | |
| Machine or Automatic Welding, Section III, Division 1
| |
| 2/3/03 N-644-1 Weld Procedure Qualification for Procedures Exempt From PWHT
| |
| in Classes 1, 2, and 3 Construction, Section III, Division 1
| |
| 3/28/01 N-646 Alternative Stress Intensification Factors for Circumferential Fillet Welded or Socket Welded Joints for Class 2 or 3 Piping, Section III, Division 1
| |
| 2/20/04 N-650 Use of SA-537, Class 2 Plate Material in Non-pressure Boundary Application Service 700F to 850F, Class 1 or CS, Section III, Division 1
| |
| 2/20/04 N-657 Use of the N-1A Data Report for Spent Fuel Canisters, Section III, Division 1
| |
| 2/25/02 N-692 Use of Standard Welding Procedures, Section III, Divisions 1 and 2
| |
| 6/1703 N-698 Design Stress Intensities and Yield Strength for UNS N06690 With a MinimumSpecified Yield Strength of 35 ksi (240 Mpa), Class 1 Components, Section III,
| |
| Division 1
| |
| 11/18/03 N-703 Use of Strain Hardened Austenitic Mate rial at Lower Design Stress Values for Class 1 Valves, Section III, Division 1
| |
| 5/04/04 N-710 Use of Zirconium Alloy UNS R60702, Bars, Forgings, Plate, Seamless and Welded Fittings, Seamless and Welding Tubing, and Seamless and Welded Pipe, for Class 3 Construction, Section III, Division 1
| |
| 5/04/04 RG 1.84, Rev. 34, Page 92.Conditionally Acceptable Section III Code Cases The Code Cases listed in Table 2 below are accepta ble to the NRC for application in the designand construction of components and their supports for water-cooled nuclear power plants within thelimitations indicated by the NRC. Unless otherwise stated, limitations indicated by the NRC are in
| |
| | |
| addition to the conditions specified in the Code Case.
| |
| | |
| Table
| |
| | |
| ===2. Conditionally A===
| |
| cceptable Section III Code Cases Code Case Number Table 2 Conditionally Acceptable Section III Code Cases ASME Approval Date Title/Condition N-62-7 Internal and External Valve Items, Sec tion III, Division 1, Classes 1, 2, and 3
| |
| 2/3/03The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA-4000, "Quality Assurance." Class 3 valve manufacturers mustalso meet the provisions of NCA-4000 because all Code Class valve items aresubject to the licensee's 10 CFR Part 50, Appendix B approved QA program.
| |
| | |
| N-71-18 Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding, Section III, Division 1
| |
| 5/9/03(1)The maximum measured ultimate tensile strength (UTS) of the componentsupport material must not exceed 170 Ksi in view of the susceptibility of high-strength materials to brittleness and stress corrosion cracking.(2)Certain applications may exist where a UTS value of up to 190 Ksi could beconsidered acceptable for a material and, under this condition, the Design Specification must specify impact testing for the material. For these cases, it must be demonstrated by the applicant that:
| |
| the impact test results for the material meet Code requirements, (a)the impact test results for the material meet Code requirements, (b)the material is not subject to stress corrosion cracking by virtue of the fact that:
| |
| (i)a corrosive environment is not present, and (ii)the component that contains the material has essentiallyno residual stresses or assembly stresses, and(iii)it does not experience frequent sustained loads in service.(3)In the last sentence of paragraph 5.3, reference must be made to paragraph4.5.2.2, "Alternate Atmosphere Exposure Time Periods Established by Test,"of the AWS D.1.1 Code for the evidence presented to and accepted by the
| |
| | |
| Authorized Inspector concerning exposur e of electrodes for longer periods oftime.
| |
| | |
| Code Case Number Table 2 Conditionally Acceptable Section III Code Cases ASME Approval Date Title/Condition RG 1.84, Rev. 34, Page 10
| |
| N-71-18 (cont'd)Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding, Section III, Division 1
| |
| 5/9/03(4)Paragraph 16.2.2 is not acceptable as written and must be replaced with thefollowing: "When not exempted by 16.2.1 above, the postweld heat treatment must be performed in accordance with NF-4622 except that ASTM A-710
| |
| Grade A Material must be at least 1000F (540C) and must not exceed
| |
| 1150F (620C) for Class 1 and Class 2 material and 1175F (640C) forClass 3 material.(5)The new holding time at temperature for weld thickness (nominal) must be 30minutes for 1/2 inch or less, 1 hour per inch for thickness over 1/2 inch to 5 inches, and for thicknesses over 5 inches, 5 hours plus 15 minutes for each
| |
| | |
| additional inch over 5 inches.(6)The fracture toughness requirements as listed in this Code Case apply only topiping supports and not to Class 1, Class 2, and Class 3 component supports.
| |
| | |
| N-155-2 Fiberglass Reinforced Thermosetting Resin Pipe, Section III, Division 1
| |
| 2/3/03(1)The design temperature for spray pond piping must be 100C (212F).(2)The allowable design stress must be the value obtained from the minimum hydrostatic design basis (HDB) in Table 3611-1 of Code Case N-155-2 (Procedure A or B) or the value determined as one-sixth of the stressobtained from a short-time burst test for the pipe being qualified, whichever is lower. The short-time burst strength must be determined by bursting the pipe (ASTM D-1599-74) using free-end mounting after it has been exposed
| |
| | |
| to 10 5 pressure cycles from atmospheric to design pressure.(3)The value of "K" in equation 9 of paragraph 3652 must be limited to 1.2unless it can be demonstrated that with the use of a large value of K
| |
| 1 thefunctional capability of the system will not be impaired during upset and emergency conditions.(4)RTR piping must be uninsulated or uncovered and installed under conditionsthat make it readily accessible for inspection.(5)Preoperational and inservice inspections must be as follows:(a)During the preoperational testing period, tests must be made to verify that the piping is free of vibration induced by weather conditions or water flow that could fatigue the piping prematurely;(b)Fiberglass-reinforced piping components must be inspected in accordance with ASME Code, Section XI, for Code Class 3 components. In addition, all pipe supports must be inspected;(c)Inspection frequency for piping must be increased to once annually if an exterior weather-resistant coating is not provided.
| |
| | |
| Code Case Number Table 2 Conditionally Acceptable Section III Code Cases ASME Approval Date Title/Condition RG 1.84, Rev. 34, Page 11 N-249-14Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated Without Welding, Section III, Division 1
| |
| 2/20/04(1)The fracture toughness requirements apply only to piping supports and not toClass 1, Class 2, and Class 3 component supports.(2)The following is to be added to paragraph (e) of the Code Case:(a) "For these cases, it must be demonstrated by the Owner that: (i) theimpact test results for the material meet Code requirements, and (ii)
| |
| the material is not subject to stress corrosion cracking by virtue of the fact that: a corrosive environment is not present; the component that contains the material has essentially no residual stresses or assembly
| |
| | |
| stresses; and it does not experience frequent sustained loads in
| |
| | |
| service."N-500-1 Alternative Rules for Standard Supports for Class 1, 2, 3, and MC, Section III, Division 1
| |
| 5/20/98(1)The requirements of NF-3330, "High Cycle Fatigue Design for Class 1,"must be met for Class 1 Standard Supports for fatigue consideration.(2)The requirements of NF-3225, "Desi gn of Bolting," and NF-3324.6, "DesignRequirements for Bolted Joints," must be met for bolted joints.
| |
| | |
| N-595-3 Requirements for Spent Fuel Storage Canisters, Section III, Division 1
| |
| 4/8/02The canisters must be made from aust enitic stainless steel Type 304 or 316.
| |
| | |
| N-626 Use of Plastic Analysis for the Design of Type B Containment Components for Nuclear Material Transportation Casks, Section III, Division 3
| |
| 7/23/02(1)For the acceptability of a design by analysis, Paragraph WB-3211,"Requirements for Acceptability," of Section III, Division 3, Subsection WB, "Class TP (Type B) Containment," Subparagraphs (a) through (d) must
| |
| | |
| be applied.(2)There is a typographical error in the title of Paragraph (a)(2) of the CodeCase. Paragraph WB-3277 does not exist. Paragraph WB-3227,
| |
| "Applications of Inelastic Analysis Pr ocedures," of Section III, Division 3,Subsection WB, "Class TP (Type B) Containment," is to be used.(3)The first paragraph of WB-3324, "Design for Local Puncture Associated with a Hypothetical Accident Condition," of Section III, Division 3, Subsection WB, "Class TP (Type B) Containment," must be applied. The second paragraph of WB-3324 may be applied. In lieu of the third paragraph of WB-3324, the following may be applied: "In lieu of the application of the
| |
| | |
| equation for outer shell thickness (t req) the response of the containmentboundary to puncture test loadings may be evaluated using plastic analysis according to the rules in Appendix F, "Rules for Evaluation of Service Loadings with Level D Service Limits."
| |
| Code Case Number Table 2 Conditionally Acceptable Section III Code Cases ASME Approval Date Title/Condition RG 1.84, Rev. 34, Page 12 N-655 Use of SA-738, Grade B, for Metal Containment Vessels, Class MC, Section III, Division 1
| |
| 2/25/02For metal containment vessels up to 1.75 inch thick:(1)Supplementary Requirement S17, "Vacuum Carbon-Deoxidized Steel," ofMaterial Specification SA-738 must be applied to the material, and(2)Supplementary Requirement S20, "Maximum Carbon Equivalent forWeldability," of Material Specification SA-738 must be applied to the material.N-656 Rules for the Construction of Inner Transportation Containments, Section III, Division 3
| |
| 2/25/02The inner transportation containment must contain only solid and dry material.
| |
| | |
| RG 1.84, Rev. 34, Page 133.Annulled Unconditionally Approved Section III Code Cases The Code Cases listed in the table below were previously unconditionally approved by the NRC andhave been annulled by the ASME.
| |
| | |
| Table 3. Annulled Unconditionally Approved Section III Code Cases Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-1-7 (1332-7)Requirements for Steel Forgings, Section III, Division 1
| |
| 7/1/82 N-2 (1334-3)Requirements for Corrosion-Resisting Steel Bars and Shapes, Section III
| |
| 1/1/81 N-3-10 (1335-10)Requirements for Bolting Materials, Section III
| |
| 9/16/84 N-5-1Nickel Chromium Age Hardenable Alloys (Alloy X750), Section III, Division 1, Classes 1, 2, 3, MC, and CS
| |
| 12/13/85 N-6 (1345-2)Requirements for Nickel-Molybdenum-Chromium-Iron Alloys, Section III
| |
| 3/1/79 N-9-4 (1395-4)SA-508, Class 2 Forgings with Modified Manganese Content, Section III
| |
| 7/1/82 N-10 (1407-3)Time of Examination for Classes, 1, 2, and 3, Section III Vessels
| |
| 9/17/87 N-15 (1456-2)Substitution of Ultrasonic Examination for Progressive Penetrant or Magnetic Particle Examination of Partial Penetration and Oblique Nozzle Attachment
| |
| | |
| Welds, Section III
| |
| 3/1/79 N-17 (1474-1)Integrally Finned Tubes for Section III
| |
| 1/21/91 N-20-4 SB-163, Cold Worked UNS N08800; and SB-163 UNS N06600, UNS N06690, and UNS N08800 to Supplementary Requirements S2
| |
| | |
| of SB-163, Section III, Division 1, Class 1
| |
| 9/18/01 N-22 (1498-1)SA-508-Class 2 and 3, Minimum Tempering Temperature, Section III
| |
| 7/1/82 N-24 (1516-2)Welding of Seats or Minor Internal Permanent Attachments in Valves for Section III Applications
| |
| 1/1/80 N-26 (1527)Integrally Finned Tubes, Section III
| |
| 1/21/91 N-30-1 (1539-1)Metal Bellows and Metal Diaphragm Stem Sealed Valves, Section III, Division 1, Classes 1, 2, and 3
| |
| 1/1/81 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 14 N-32-3 (1541-3)Hydrostatic Testing of Embedded Class 2 and Class 3 Piping for Section III, Division 1 Construction
| |
| 7/1/79 N-33 (1542-1)Type 403 Forgings or Bars for Bolting Material, Section III
| |
| 1/21/85 N-35-1 (1552-1)Design by Analysis of Section III, Class 1 Valves
| |
| 7/1/79 N-37-3 (1557-3)Steel Products Refined by Sec ondary Remelting, Section III and VIII, Division 1 and 2
| |
| 7/1/82 N-41 (1571)Additional Material for SA-234 Carbon Steel Fittings, Section III
| |
| 1/21/85 N-43 (1578)SB-167 Nickel-Chromium-Iron (Alloy 600) Pipe or Tube, Section III
| |
| 7/1/82 N-46 (1588)Electro-Etching of Section III Code Symbols
| |
| 3/19/82 N-48-2 Fabrication and Installation of Elevated Temperature Components, Section III, Division 1
| |
| 7/1/96 N-49-4 Examination of Elevated Temperature Nuclear Components, Section III, Class 1 7/1/96 N-50-1 Testing of Elevated Temperature Components, Section III, Division 1, Class 1 7/1/96 N-51-2 Protection Against Overpressure of Elevated Temperature Components, Section III, Division 1, Class 1
| |
| 7/1/96 N-55-1 (1609)Inertia and Continuous Drive Friction Welding, Section III, Division 1
| |
| 4/5/87 N-56 (1612)Use of Type 308 Stainless Steel Rod and Bar for Section III, Class 1, 2, 3, and CS Construction
| |
| 7/1/78 N-61 (1620)Stress Category for Partial Penetrati on Welded Penetrations, Section III, Class Construction
| |
| 1/8/82 N-65-1 (1626-1)Normalized and Tempered 1-1/4 Cr Low Alloy Steel Forgings, Section I and III
| |
| 1/21/85 N-66-1 (1630-1)External Pressure Charts for High Yield Strength Carbon Steels andLow Alloy Steels (Yield Strength above 38 Ksi to 60 Ksi Inclusive) For
| |
| | |
| Section III, Class 1, 2, 3, and MC
| |
| 12/5/87 N-68 (1634-2)Use of SB-359 for Section III, Division, 1, Class 3 Construction
| |
| 7/1/78 N-77 (1660)Overpressure Protection Under Emergency Operating Conditions for Section III, Class 1
| |
| 7/1/77 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 15 N-81 (1665)Pressure-Temperature Ratings for Class 1 Valves Made from 5 Cr-1/2 Mo, Section III
| |
| 7/1/78 N-82 (1677)Clarification of Flange Design Loads, Section III, Class 1, 2, and 3
| |
| 3/1/79 N-84 (1681-1)Organizations Accepting Overall Respons ibility for Section III Construction
| |
| 3/1/79 N-90 (1692)Rules for Design of Welded Class 1 Pumps
| |
| 7/1/78 N-94 (1700)Determination of Capacities of Liquid Relief Valves, Section III, Division 1, Class 1, 2, and 3
| |
| 3/19/82 N-95-2 (1701-2)Determination of Capacities of Vacuum Relief Valves, Section III, Division 1, Classes 2, 3, and MC and Division 2 Concrete Containments
| |
| 7/9/82 N-96-1 (1702-1)Flanged Valves Larger than 24 inches for Section III, Division 1, Class 1, 2, and 3 Construction
| |
| 1/1/80 N-101 (1712)Nameplates and Stamping for Section III, Division 1, Class 1, 2, 3 and MC
| |
| Construction as Referenced in NA-8300
| |
| 3/1/79 N-102-2 Postweld Heat Treatment of P-1 Material, Section III, Class MC
| |
| 6/30/84 N-107-1 (1722-1)Vacuum, Carbon Deoxidized SA-508 Forgings, Section III, Division 1
| |
| 1/8/82 N-108 (1724)Deviation from the Specified Silicon Ranges in ASME Material Specifications, Section III, Division 1, and VIII, Division 1 and 2
| |
| 7/1/78 N-109 (1726)Refinement of Low Alloy Steel Heat Affected Zone Under Overlay Cladding, Section III, Division 1, Class 1 Components
| |
| 3/1/79 N-111 (1729)Minimum Edge Distance-Bolting for Secti on III, Division 1, Class 1, 2, and 3 and MC Construction of Component Supports
| |
| 3/1/79 N-114 (1732)Hardsurfaced Valves with Inlet Connec tions less than 2-in. Nominal Pipe Size for Section III, Division 1, Class 1 and 2 Construction
| |
| 1/1/79 N-115 (1733)Evaluation of Safe Shut Down Earthquake Loadings for Section III, Division 1, Class MC Containment Vessels
| |
| 1/1/78 N-119-6 Pump Internal Items, Section III, Division 1, Class 1, 2, and 3
| |
| 3/14/94 N-121 (1744)Carbon Steel Pipe Flanges Larger than 24 in., Section III, Division 1, Class 2 and 3 Construction
| |
| 3/1/79 N-123 (1746)Leak Testing of Seal Welds, Section III, Division 1, Class 1, 2, and 3 Construction
| |
| 3/1/79 N-124 (1747)Requirements for Martensitic Stainless Forgings with 13% Chromium and 4%
| |
| Nickel, Section III, Division 1
| |
| 7/13/87 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 16 N-125 (1748)Low Carbon Austenitic Stainless Steel Pipe Welded With Filler Metal, Section III, Division 1, Construction
| |
| 7/1/78 N-126 (1754)Hard Surfacing by the Spray-Fuse Method, Section III, Class 1, 2, and 3 Construction
| |
| 7/1/88 N-127 (1755-1)Alternative Rules for Examination of Welds in Piping, Section III, Class 1 and 2 Construction
| |
| 2/20/92 N-139 Testing of Electroslag Wire and Flux for Class 1, 2, 3, MC, and CS Construction, Section III, Division 1
| |
| 1/1/79 N-140 (1772)Use of SA-453 Bolts in Service Below 800F Without Stress Rupture Tests, Section III, Division 1
| |
| 12/31/85 N-142-1 (1774-1)Minimum Wall Thickness for Class 2 and 3 Valves, Section III, Division 1
| |
| 1/1/80 N-147 (1781)Use of Modified SA-487 Grade CA6NM, Section III, Division 1, Class 1, 2, 3, MC or CS
| |
| 7/1/78 N-148 (1782)Use of Copper-Nickel Alloy 962 for Castings, Section III, Division 1, Class 3 Construction
| |
| 6/30/83 N-156 (1793)Structural Steel Rolled Shapes, Section III, Division I, Class 2, 3, and MC
| |
| 2/14/86 N-157 (1794)Use of Seamless Al-Br, Alloy CDA 614 Pipe, Section III, Division 1, Class 3
| |
| 1/7/83 N-158 (1795)Examination of Weld Repairs in Forgings, Section III, Division 1, Class 1, 2, 3, MC and CS
| |
| 7/1/78 N-159 (1796)Body Neck Thickness Determination for Valves with Inlet Connections 4-Inch Nominal Pipe Size and Smaller, Section III, Division 1, Class 1, 2, and 3
| |
| 7/1/78 N-174 (1812)Size of Fillet Welds for Socket Welding of Piping, Section III, Division 1
| |
| 1/1/81 N-176-1 (1819-1)Use of Type XM-19 for Construction, S
| |
| ection III, Division 1, Class 1, 2, and 3
| |
| 8/25/83 N-177 (1820)Alternative Ultrasonic Examination Technique, Section III, Division 1
| |
| 1/1/84 N-178 Use of ASTM B271, CDA 954, Alloy 9C for Class 3 Construction, Section III, Division 1
| |
| 1/1/80 N-179 Openings in Valves for Section III, Division 1, Class 1, 2 and 3 Construction
| |
| 7/11/80 N-180 Examination of Springs for Class 1 Component Standards Supports, Section III, Division 1
| |
| 7/1/78 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 17 N-181 Steel Castings Refined by the Argon Decarburization Process, Section III, Division 1, Construction
| |
| 7/11/80 N-182 Alternate Rules for Procedure Qualification Base Material Orientation, Section III, Division 1, Class 2 and 3 Construction
| |
| 7/1/81 N-183 Use of Modified SA-182 Grade F22 for Section III, Division 1, Class 1, 2 and 3 Construction
| |
| 1/1/80 N-184 Roll Threading of SA-453 Bolting for Section III, Division 1, Class 1, 2, 3, or CS
| |
| Construction
| |
| 7/1/79 N-188-1Use of Welded Ni-Fe-Cr-Mo-Cu (Alloy 825) and Ni-Cr-Mo-Cb (Alloy 625)
| |
| Tubing, Section III, Division 1, Class 2 and 3
| |
| 8/14/96 N-189 Primary Membrane Plus Primary Bendi ng Stress Intensity Limits for Other Than Solid Rectangular Sections for Section III, Division 1, Class MC
| |
| | |
| Construction
| |
| 7/1/79 N-190 Use of SA-455 for Class 3 Components, Section III, Division 1
| |
| 7/1/78 N-193 Use of SB-61 and SB-62 Bronze for Section III, Division 1, Class 3 Flange and Socket Weld End Valves
| |
| 11/21/80 N-196-1 Exemption from the Shakedown Requirements When Plastic Analysis Is Performed for Section III, Division 1, Class 1 and CS Construction
| |
| 7/1/92 N-204 Use of Modified SA-508, Class 3, and SA-541, Class 3 for Section III, Division 1, Class 1, 2, and 3 Components
| |
| 1/1/81 N-206 Use of ASTM B151-75 Copper-Nickel Alloy 706 Rod and Bar for Section III, Division 1, Class 3 Construction
| |
| 6/30/83 N-207-1 Use of Modified SA-479 Type XM-19 for Sec tion III, Division 1, Class 1, 2, 3, or CS Construction
| |
| 1/21/85 N-208-2 Fatigue Analysis for Precipitation Hardening Nickel Alloy Bolting Material to Specification SA-637 N07718 for Class 1 Construction, Section III, Division 1
| |
| 5/7/02 N-212 (1693)Welding Procedure Qualification of Dissimilar Metal Welds When "Buttering"
| |
| with Alloy Weld Metal and Heat Treatment May Be Involved, Section III,
| |
| Division 1, and Section IX.
| |
| | |
| 1/1/81 N-214-2 Use of SA-351 Grade CN7M, for Valves, Section III, Division 1
| |
| 12/31/83 N-215 Integrally Finned Titanium Tubes, Sec tion III, Division 1, Class 3 Construction
| |
| 5/15/81 N-217-1 Postweld Heat Treatment of Weld Deposit Cladding on Classes 1, 2, 3, MC, and CS Items, Section III, Division 1
| |
| 2/23/87 N-220 Code Effective Date for Component Supports, Section III, Division 1
| |
| 7/13/81 N-223 Requirements for Stainless Steel Precipitation Hardening, Section III, Division 1, Class MC
| |
| 11/20/81 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 18 N-224-1 Use of ASTM A500 Grade B and ASTM A501 Structural Tubing for Welded Attachments for Section III, Class 2, 3, and MC
| |
| 4/5/90 N-225 Certification and Identification of Material for Component Supports, Section III, Division 1
| |
| 1/1/81 N-226 Temporary Attachment of Thermocouples, Section III, Division 1, Class 1, 2 and 3 Component Supports
| |
| 1/1/80 N-227 Examination of Repair Welds, Section III, Class 2 and 3 Tanks
| |
| 7/9/82 N-228 Alternate Rules for Sequence of Completion of Code Data Report Forms and Stamping for Section III, Class 1, 2, 3 and MC Construction
| |
| 3/19/82 N-229 Alternate Rules for Fabrication Welding SB-148 Alloy CDA 954 for Section III, Division 1, Class 3 Construction
| |
| 1/21/88 N-231 Alternate Methods for Leak Detection in the Attachment Welds of Leak Chase Channels, Section III, Division 2, Class CC
| |
| 7/1/92 N-233 Alternate Rules for PWHT of P-No. 6, Group 4 Material for Section III, Division
| |
| 1, Class 3 Construction
| |
| 9/17/87 N-237-2 Hydrostatic Testing of Internal Piping, Section III, Division 1, Classes 2 and 3
| |
| 7/1/88 N-240 Hydrostatic Testing of Open Ended Piping, Section III, Division 1
| |
| 7/1/97 N-241 Hydrostatic Testing of Piping, Section III, Division 1
| |
| 7/1/97 N-245 Use of ASTM B61-76 and B62-76 Copper Alloy Castings for Section III, Division 1, Class 3 Construction
| |
| 7/17/85 N-246-2 SB-169 Alloy C61400, Section III, Division 1, Class 3 Construction
| |
| 7/27/95 N-247 Certified Design Report Summary for Component Standard Supports, Section III, Division 1, Class 1, 2, 3 and MC
| |
| 4/30/93 N-248 Alternative Reference Radiographs, Secti on III, Division 1, Classes 1, 2, 3, MC, and CS Construction
| |
| 7/1/80 N-259 Ni-Cu-Al Bolting Material SB 164 Modified, Section III, Division 1, Class 3
| |
| 1/1/84 N-261 Weld Procedure Qualification for Materials with Impact Requirements for Section III, Division 1, Class 3 Construction
| |
| 12/13/82 N-262 Electric Resistance Spot Welding for Structural Use in Component Supports, Section III, Division 1
| |
| 7/27/91 N-265-1 Modified SA-487 Castings, Section III, Division 1, Class 1
| |
| 8/14/97 N-267 Double-Wall Radiography, Section III, Division 1, Class 1 and 2
| |
| 7/1/81 N-271 Simplified Method for Analyzing Flat Face Flanges with Metal to Metal Contact Outside the Bolt Circle for Section III, Class 2, 3, and MC Construction
| |
| 2/14/86 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 19 N-272 Compiling Data Report Forms, Section III, Division 1
| |
| 1/1/82 N-276 Welding of SA-358 Pipe, Section III, Division 1
| |
| 2/14/86 N-277 Use of Type XM-19 Austenitic Stainl ess Steel for Section III, Division 1 Class MC Construction
| |
| 9/17/80 N-280 Alternate Rules for Examination of Welds in Section III, Class 3 Storage Tanks
| |
| 7/1/81 N-281 Welding Operator Performance Qualification, Section III, Division 1
| |
| 7/1/81 N-282 Nameplates for Valves, Section III, Division 1, Class 1, 2, and 3 Construction
| |
| 7/30/89 N-294 SB-148 Alloys 952 and 954, and SB-62 Alloy 836 Fittings, Section III, Division 1, Class 2
| |
| 7/27/95 N-295 NCA-1140, Materials, Section III, Division 1
| |
| 6/30/82 N-296 Welding Material, Section III, Division 1 Construction
| |
| 12/1/83 N-298 Examination of Component Supports, Section III, Division 1, Class 1, 2, 3, and MC 12/1/83 N-299-1 Use of Nickel-Chromium-Molybdenum-Columbium Alloy 625 Forgings, Section III, Division 1, Class 2 and Class 3 Components
| |
| 2/23/87 N-300 Pressure-Temperature Ratings, Hydrosta tic Tests, and Minimum Wall Thickness of Valves, Section III, Division 1, Class 1
| |
| 12/1/83 N-302 Tack Welding, Section III, Division 1, Construction
| |
| 11/28/83 N-304-4Use of 20Cr-25Ni-6Mo (Alloy UNS N08366) Plate, Sheet, Strip, and Welded Pipe, Class 2 and 3, Section III, Division 1
| |
| 1/1/03 N-309-1 Identification of Materials for Component Supports, Section III, Division 1
| |
| 7/1/95 N-313 Alternative Rules for Half-Coupling Branch Connections, Section III, Division 1, Class 2
| |
| 7/1/96 N-316 Alternative Rules for Fillet Weld Dimensions for Socket Welding Fittings, Section III, Division 1, Class 1, 2, and 3
| |
| 8/14/93 N-317 ASTM A276 Bar, Section III, Division
| |
| 7/1/82 N-320 Alternate PWHT for SA-487, Grade CA6NM, Section III, Division 1
| |
| 12/31/83 N-321-1 Use of Modified SA-249, Grade TP 304, Section III, Division 1, Class 1
| |
| 12/5/88 N-324Qualification of Authorized Nuclear Inspector Supervisor (Concrete) andAuthorized Nuclear Inspector (Concrete), Section III, Division 2, Classes CB and CC
| |
| 7/27/95 N-328 Thermite Brazing or Welding of N
| |
| onstructural Attachments, Section III, Division 1
| |
| 9/17/87 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 20
| |
| N-336 Examination of Welds Inaccessible During Pressure Test, Section III, Division 1, Class MC
| |
| 6/30/83 N-337-1 Use of ASTM B 525-70 Grade II, Type II, Sintered Austenitic Stainless Steel for Classes 2, 3, and MC Component Standard Supports, Section III, Division 1
| |
| 3/14/94 N-339 Examination of Ends of Fillet Welds, Section III, Division 1, Classes 1, 2, and MC
| |
| 9/17/84 N-341 Certification of Level III NDE Examiner, Section III, Division 1 and 2
| |
| 7/1/88 N-342 Use of SA-249 and SA-312 Type 317 Stai nless Steel, Section III, Division 1, Classes 1, 2, and 3
| |
| 4/2/85 N-345-1 Attachment of AMS 5382 Alloy 31 Seat Rings by Friction Welding, Section III, Division 1, Classes 1, 2, and 3
| |
| 3/28/01 N-346 Explosive Welding, Section III, Division 1
| |
| 6/30/86 N-347 Continuous Electric Resistance Seam Welding of P-No. 8 Materials for Component Supports, Section III, Division 1
| |
| 12/13/85 N-349 Pressure Testing Piping Systems, Section III, Division 1, Classes 2 and 3
| |
| 12/31/85 N-352-1 Use of SA-638 Grade 660 Forgings and Bars Below 700F Without Stress Rupture Tests, Section III, Division 1
| |
| 6/30/86 N-353 Marking of SA-354 Grade BD Bolting, Section III, Division 1
| |
| 9/5/88 N-354-1 Subcontracted Service, Section III, Division 2
| |
| 8/14/94 N-355 Calibration Block for Angle Beam Ultrasonic Examination of Large Fittings in Accordance with Appendix III-3410
| |
| 8/9/96 N-357 Certification of Material for Component Supports, Section III, Division 1, Subsection NF
| |
| 7/1/88 N-359 Weld Connection for Coaxial Cylinders, Section III, Division 1, Class 1
| |
| 12/31/84 N-362-2 Pressure Testing of Containment Items, Section III, Division 1, Classes 1, 2, and MC
| |
| 7/1/88 N-367 SA-372 Type V, Grade 1, Class B, Section III, Division 1
| |
| 2/19/89 N-368 Pressure Testing of Pump Discharge Piping, Section III, Division 1, Classes 2 and 3
| |
| 7/1/95 N-370-2 Modified SA-705 Type XM-13 Forgings, Section III, Division 1
| |
| 8/14/97 N-371-1 12Cr-1W-1Mo-1/4V Martensitic Stainless Steel Valve Internals, Section III, Division 1
| |
| 7/18/88 N-372SB-163 Ni-Fe-Cr-Mo-Cu Alloy 825 (UNS N08825) Tubing, Section III, Division 1
| |
| 12/31/83 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 21 N-376 Pressure Testing of Embedded Class 2 and 3 Piping, Section III, Division 1
| |
| 7/30/86 N-377 Effective Throat Thickness of Partial Penetration Groove Welds, Section III, Division 1, Classes 1, 2, and 3
| |
| 12/31/83 N-378 Examination of Piping Support Material, Section III, Division 1, Class 1
| |
| 10/28/86 N-379-1 Bimetallic Tubing, Section III, Division 1, Class 1
| |
| 7/18/91 N-384-1 Use of Prepackaged General Purpos e Cement Grouts, Epoxy Grouts, and Epoxy Bonding, Section III, Division 2, Class CC
| |
| 7/27/91 N-387 Certification of Level III NDE Examiner, Section III, Division 29/18/01 N-388 Component Support Bolting, Section III, Division 1, Classes 2, 3, and MC
| |
| 2/23/87 N-393 Repair Welding Structural Steel Bolted Shapes and Plates for Component Supports, Section III, Division 1
| |
| 7/27/95 N-394 Restricting Lift to Achieve Reduced Relieving Capacities of Full Lift, Nozzle Type, and Flat Seated Safety and Safety Relief Valves for Compressible Fluid
| |
| | |
| Applications, Section III, Division 1, Classes 2 and 3
| |
| 3/2/01 N-395 Laser Welding, Section III, Division 1
| |
| 9/18/01 N-403 Reassembly of Subsection NF Component and Piping Supports, Section III, Division 1
| |
| 7/1/95 N-410 Certified Relieving Capacities of Pressure Relief Valves Having Set Pressure of
| |
| 3 psig up to but Not including 15 psig Installed for Overpressure Protection of
| |
| | |
| Compressible Fluid Systems, Section III, Division 1, Classes 2 and 3
| |
| 3/14/00 N-412 Alternative Rules for Witnessing the Pipi ng System Pressure Tests of Classes 1, 2, and 3 Piping Systems, Section III, Division 1
| |
| 4/15/91 N-413 Minimum Size of Fillet Welds for Subsection NF Linear Type Supports, Section III, Division 1
| |
| 2/14/88 N-414 Tack Welds for Class 1, 2, 3 and MC Components and Piping Supports, Section III, Division 1
| |
| 2/20/92 N-418-1Use of Seamless Ni-Fe-Cr-Mo-Cu Low Carbon (UNS N08028 and UNS N08904) Tubing, Section III, Division 1, Classes 2 and 3
| |
| 7/27/95 N-420 Linear Energy Absorbing Supports for Subsection NF, Classes 1, 2, and 3 Construction
| |
| 1/1/99 N-421 Brazing Using a Radiant Energy Source, Section III, Division 1
| |
| 6/30/86 N-433 Non-Threaded Fasteners for Section III, Division 1, Class 1, 2, and 3 Components and Piping Supports
| |
| 12/16/95 N-438-4 UNS N08367 Material, Section III, Division 1, Class 2 and 3 Construction
| |
| 7/1/98 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 22 N-439-1Use of 20Cr-18Ni-6Mo (Alloy UNS S31254) Forgings, Plate, Seamless and Welded Pipe, and Welded Tube, Class 2 and 3 Construction, Section III,
| |
| Division 1
| |
| 9/18/01 N-440-1Use of 20Cr-18Ni-6Mo (Alloy UNS J93254) Castings, Class 2 and 3 Construction, Section III, Division 1
| |
| 9/18/01 N-441-2Use of 20Cr-18Ni-6Mo (Alloy UNS S31254) Fittings, Class 2 and 3 Construction, Section III, Division 1
| |
| 9/18/01 N-442 1977 Addendum to ANSI/ASME PTC 25.3-1976, Safety and Safety Relief Valves, Class 1, 2, 3, and MC, Section III, Division 1
| |
| 3/8/92 N-443-2 High Yield Strength Cr-Mo Steel, Class 1 Components, Section III, Division 1
| |
| 1/1/01 N-451 Alternative Rules for Analysis of Piping Under Seismic Loading, Class 1, Section III, Division 1
| |
| 8/14/96 N-459 SA-508 Basic Oxygen-Ladle Furnace Process for Code Construction, Section III, Division 1
| |
| 3/14/94 N-462 Alternative Rules for Analysis of Piping Products Under Seismic Loading, Class 2 and 3 Piping Systems, Section III, Division 1
| |
| 5/24/96 N-464 Laser Welding of Lap Joints, Section III, Division 1, Classes 2 and 3 Construction
| |
| 5/9/03 N-466-1 Modified 9Cr-1Mo Material, Section III, Division 1, Classes 1, 2, and 3
| |
| 8/14/97 N-468 Alternative Method of Earthquake Description for Class 2 and 3 Piping of Low Seismicity Sites, Section III, Division 1
| |
| 11/92 N-470Class MC Material Requirements [NE-2121(c)], Section III, Division 1
| |
| 3/8/92 N-474-2 Design Stress Intensities and Yield Strength Values for UNS N06690 With a Minimum Specified Yield Strength of 35 ksi, Class 1 Components,Section III,
| |
| Division 1
| |
| 1/1/00 N-475 Materials in Inventory, Section III, Division 1
| |
| 12/11/92 N-476 Class 1, 2, 3, and MC Linear Component Supports - Design Criteria for Single Angle Members, Section III, Division 1, Subsection NF
| |
| 7/1/96 N-482 Direct Quenched Stainless Bar, ASTM A 479-88b, Section III, Division 1
| |
| 3/5/93 N-484-1 Real Time Radioscopic Examination of Welds, Section III, Division 1
| |
| 12/16/94 N-492-1 Grade 9 Titanium Alloy Tubing, Secti on III, Division 1, Class 1, 2, and 3
| |
| 1/1/00 N-497-1Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials, Section III, Division 1, Class 2 and 3 Construction
| |
| 1/1/99 N-501 Alternative Rules for NCA-3800, 1990 Addenda, Section III, Division 1
| |
| 12/31/93 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 23 N-502SA-268, Grade 26-3-3 (UNS S44660), Section III, Classes 2 and 3
| |
| 1/1/00 N-507 Identification of Welders, Section III, Division 2
| |
| 7/27/95 N-519 Use of 6061-T6 and 60610T651 Aluminum for Class 1 Nuclear Components, Section III, Division 1
| |
| 2/3/02 N-540 Guidance on Implementation of NCA-3800 Revisions in 1994 Addenda, Section III, Division 1
| |
| 6/30/98 N-549 Stamping and Flow Certification of Rupture Disk Devices, Classes 2 and 3, Section III, Division 1
| |
| 3/19/99 N-550 Alternative Rules for Examination of We lds in Instrument Tubing, Classes 1 and 2, Section III, Division 1
| |
| 5/20/01 N-551 Alternative Methods of Analysis, NC/
| |
| ND-3673.1, Class 2 and 3 Applications, Section III, Division 1
| |
| 8/14/97 N-559SA-203, Grade E (Plate) and SA-350, Grade LF3 (Forging), 3.5% Ni Nominal Composition Used in Class 1 Construction, Section III, Division 1
| |
| 5/24/99 N-596 Use of Alternative Reference Specimens, Section III, Division 1
| |
| 2/20/04 N-608Applicable Code Edition and Addenda, NCA-1140(a)(2), Section III, Division 1
| |
| 5/20/01 1141-7 Foreign Produced Steel
| |
| 7/23/76 1434-1 Postweld Heat Treatment of SA-487 Class 8N Steel Castings, Section III
| |
| 1/1/78 1461-1 Electron Beam Welding, Section I, III, and VIII, Division 1 and 2
| |
| 2/16/77 1470-2 External Pressure Charts for High-Strength Carbon Steels and for Low-Alloy Steels, Section VIII, Division 1 and 2, and Section III
| |
| 11/4/74 1471-1 Vacuum Electron Beam Welding of Tube Sheet Joints, Section III
| |
| 1/1/78 1475-1 Ferritic-Austenitic Stainless Steel Seamless Tubes for Section III, Class 2 and 3 Construction
| |
| 7/1/75 1477-1 Use of 1970 Addenda of ANSI B31.7, Section III
| |
| 1/1/78 1494-1 Weld Procedure Qualification Test, Section III
| |
| 1/1/78 1506 Stress Intensification Factors, Section III, Class 2 and 3 Piping
| |
| 1/1/78 1515 Ultrasonic Examination of Ring Forgings for Shell Sections, Section III, Class 1 Vessels
| |
| 7/1/77 1529 Materials for Instrument Line Fittings, Section III
| |
| 7/1/73 1531 Electrical Penetrations, Special Alloys for Electrical Penetration Seals, Section III
| |
| 3/21/77 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 24
| |
| 1532 Section III, Class 3 Components Made of 8 Percent and 9 Percent Nickel Steel
| |
| 1/1/78 1533 Pressure Temperature Ratings of SA-351 Grades CF8A, CF3, and CF3M, Section III
| |
| 7/1/75 1535-2 Hydrostatic Testing of Section III, Class 1 Valves
| |
| 3/21/77 1536 Closing Seam for Electrical Penetrations for Section III, Class 2, 3, and MC
| |
| 7/1/77 1553-1 Upset Heading and Roll Threading of SA-453 for Bolting in Section III
| |
| 1/1/76 1555-1 Certification of Safety Relief Valves, Section III, Division 1
| |
| 1/1/78 1567 Testing Lots of Carbon and Low Alloy Steel Covered Electrodes, Section III
| |
| 1/1/78 1568 Testing Lots of Flux Cored and Fabricated Carbon and Low Alloy Steel Welded Electrodes, Section III
| |
| 1/1/78 1573 Vacuum Relief Valves, Section III
| |
| 1/1/78 1574 Hydrostatic Test Pressure for Safety Relief Valves, Section III
| |
| 12/31/74 1580-1 Buttwelded Alignment Tolerance and Acceptable Slopes for Concentric Centerlines for Section III, Class 1, 2, and 3 Construction
| |
| 1/1/78 1581 Power-Operated Pressure Relief Valves, Section III
| |
| 3/1/79 1583 Use of 80-40 Carbon Steel Castings, Section III
| |
| 3/21/77 1587 SA-508 Class 3 Forgings with 0.4/1.0 Ni for Section III and VIII, Division 2 Construction
| |
| 12/31/75 1590 Chemical Analysis Variations, Section III Construction
| |
| 3/21/77 1601 Limits of Reinforcement for Two-Thirds Area, Section III, Class 1
| |
| 7/1/74 1602-1 Use of SB-42 Alloy 122, SB-111 Alloys 122, 715 and 706 and SB-466 Alloys 706 and 715, Section III, Class 2 and 3 Components
| |
| 12/31/74 1603 Toughness Tests When Cross-Section Limits Orientation and Location of Specimens
| |
| 7/1/74 1605 Cr-Ni-Mo-V Bolting Material for Section III, Class 1 Components
| |
| 3/17/80 1608-1 Use of ASME SB-265, SB-337, SB
| |
| -338, and SB-381, Grades 1, 2, 3, and 7 Unalloyed Titanium and ASTM B-363 Titanium Welding Fittings, Section III, Class 2 and 3 Components
| |
| 3/21/77 1613 Use of SA-372 Class IV Forgings, Section III Construction
| |
| 1/1/78 1614 Hydrostatic Testing of Piping Prior To or Following the Installation of Spray Nozzles for Section III, Classes 1, 2, and 3 Piping Systems
| |
| 1/1/79 1615 Use of A587-73, Section III, Class 3 Construction
| |
| 1/1/78 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 25
| |
| 1616 Ultrasonic Examination of Seamless Austenitic Steel Pipe, Section III, Class 1 Construction
| |
| 7/1/75 1622 PWHT of Repair Welds in Carbon Steel Castings, Section III, Class 1, 2,and 3
| |
| 1/1/76 1623 Design by Analysis for Section III, Class 1 Sleeve-Coupled and Other Patented Piping Joints
| |
| 3/1/79 1625 Repair of Section III Class 2 and 3 Tanks
| |
| 12/31/74 1633 Brazing of Seats to Class 1, 2, and 3 Valve Body or Bonnets, Section III
| |
| 1/1/78 1637 Effective Date for Compliance with NA-3700 of Section III
| |
| 1/1/75 1645 Use of DeLong Diagram for Calculating the Delta Ferrite Content of Welds in Section III, Class 1, 2, and CS Construction
| |
| 1/1/76 1648 SA-537 Plates for Section III, Class 1, 2, 3, and MC Components
| |
| 7/1/76 1649 Modified SA-453-GR 660 for Class 1, 2, 3, and CS Construction
| |
| 1/1/76 1650 Use of SA-414 Grade C for Class 2 and 3 Components, Section III, Division 1
| |
| 12/31/74 1651 Interim Requirements for Certification of Component Supports, Section III, Subsection NF
| |
| 3/1/79 1657 Stress Criteria for Class 2 and 3 Atmospheric and Low Pressure(0-15 psig) Steel Storage Tanks
| |
| 7/1/77 1659 Interconnection of Two Piping Systems for Section III, Class 1, 2, and 3 Construction
| |
| 7/1/77 1661 Postweld Heat Treatment P-No.1 Materials for Section III, Class 1 Vessels
| |
| 1/1/78 1662 Shop Assembly of Components, Appurtenances and Piping Subassemblies for Section III, Class 1, 2, 3, and MC Construction
| |
| 1/1/78 1664 Use of Cr-Ni-Fe-Mo-Cu-Cb Stabilized Alloy Cb-3 for Section III
| |
| Class 2 and 3 Construction
| |
| 3/21/77 1666 Use of SB-12, Alloy 122 for Class 2 and 3 Construction
| |
| 7/1/75 1672 Nuclear Valves for Section III, Division 1, Class 1, 2, 3 Construction
| |
| 3/21/77 1675 Tubesheet to Shell or Formed Head Weld Joints, Section III, Class 1 Vessels
| |
| 7/1/76 1676 Clarification of Stress Intensities in Curved Pipe or Welded Elbows, Section III
| |
| 7/1/76 1678 Butterfly Valves of Circular Cross Section Larger than 24 in. NPS for Section III, Class 2 and 3 Construction
| |
| 1/1/80 1682-1 Alternate Rules for Material Manufacturers and Suppliers, Section III, Subarticle NA-3700
| |
| 12/31/75 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 26
| |
| 1683-1 Bolt Holes for Section III, Class 1, 2, 3 and MC Component Supports
| |
| 7/1/76 1684 A637 Grade 718 for Bolting Class 1 and 2 Construction
| |
| 1/1/76 1685 Furnace Brazing Section III, Class 1, 2, 3 and MC Construction
| |
| 1/1/78 1686 Furnace Brazing, Section III, Subsection NF, Component Supports
| |
| 1/1/78 1690 Stock Materials for Section III Construction, Section III, Division 1
| |
| 1/1/77 1691 Ultrasonic Examination in Lieu of Radiography of Repair Welds for Vessels, Section III, Class 1
| |
| 1/1/78 1703 Brazing of Copper Alloys, Section III, Class 2
| |
| 1/1/78 1706 Data Report Forms for Component Supports, Section III, Class 1, 2 and 3 12/31/75 1713 Small Material Items, Section III, Division 1, Class 1, 2, 3, CS and MC
| |
| 12/31/75 1718 Design of Structural Connections for Linear Type Component Supports, Section III, Division 1, Class 1, 2 and 3 and MC
| |
| 7/1/76 1719 Single-Welded, Full-Penetration Sidewall Butt Joints in Atmospheric Storage Tanks, Section III, Division 1, Class 2
| |
| 7/1/76 1728 Steel Structural Shapes and Small Material Products for Components Supports, Section II, Division 1 Construction
| |
| 7/1/77 1740 Weld Metal Test, Section III, Class 1, 2, 3, MC and CS
| |
| 7/1/76 1741-1 Interim Rules for the Required Number of Impact Tests for Rolled Shapes, Section III, Division 1, Subsection NF, Components Supports
| |
| 1/1/78 1742 Use of SB-75 Annealed Copper Alloy
| |
| 122, Section III, Division 1, Class 2 Construction
| |
| 7/1/76 1743 Use of SB-98 Cu-SiB Rod CDA651 Secti on III, Division 1, Class 2 Components
| |
| 7/1/76 1760 Maximum Dimensions for Isolated Pores in Welds-Class 1 Components, Section III, Division 1
| |
| 7/1/77 1765 Machining After Hydrostatic Testing Class 2 and 3 Construction, Section III, Division 1
| |
| 7/1/77 1766 Testing Requirements for Welding Materials, Class 1, 2, 3, MC and CS
| |
| Construction, Section III, Division 1
| |
| 7/1/77 1767 Examination of Tubular Products Wit hout Filler Metal-Class 1 Construction, Section III, Division 1
| |
| 1/1/77 1768 Permanent Attachments to Containment Vessels-Class MC, Section III, Division
| |
| 1 1/1/78 1769-1 Qualification of NDE Level III Personnel, Section III, Division 1
| |
| 10/1/77 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date RG 1.84, Rev. 34, Page 27
| |
| 1773 Use of Other Product Forms of Materials for Valves, Section III, Division 1
| |
| 7/1/77 1775 Data Report Forms for Core Support Structures, Class CS, Section III, Division 1
| |
| 8/13/79 1777 Use of SA-106, Grade C in Class MC Construction, Section III, Division 1
| |
| 7/1/77 1787 Depth of Weld Repairs for Forgings, Section III, Division 1, Class 1, 2, 3, MC
| |
| and CS Construction
| |
| 1/1/78 1798 Use of ASTM A352-75, Grades LCA and LCC, Section III, Division 1, Class 1, 2, and 3
| |
| 1/1/78 1808 F-Number Classification of Low Allo y and Carbon Steel Bare Rod Electrodes, Sections I, II, III, IV, V, VIII, and IX.
| |
| | |
| 1/1/78 1810 Testing Lots of Carbon Steel Solid, Bare Welding Electrode or Wire, Section III, Division 1, Class 1, 2, 3, MC, and CS
| |
| 3/3/80 1819 Use of Type XM-19 for Construction, S
| |
| ection III, Division 1, Class 1, 2, 3
| |
| 1/1/78 RG 1.84, Rev. 34, Page 284.Annulled Conditionally Acceptable Section III Code Cases The Code Cases listed in Table 4 were conditionally approved by the NRC but were subsequentlyannulled by the ASME.
| |
| | |
| Table 4. Annulled Conditionally Acceptable Section III Code Cases Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-11-5 (1414-5)High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels
| |
| 8/29/80The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.
| |
| | |
| N-31-1 Elastomer Diaphragm Valves, Section III, Division 1, Classes 2 and 3
| |
| 7/1/93 Each applicant who applies the Code Case should indicate in the referencingsafety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturer's recommended service life. This recommendedservice life should not exceed 1/3 of the minimum cycle life as established by the requirements of paragraph 3 of the Code Case. In addition, the service life of the elastomer diaphragm should not exceed 5 years, and the combined
| |
| | |
| service and storage life of the elastomer diaphragm should not exceed 10
| |
| years.N-32-4 Hydrostatic Testing of Embedded Class 2 and Class 3 Piping for Section III, Division 1 Construction
| |
| 3/16/84 The acceptance of Code Case N-32-4 was based on the following clarification and interpretation. Code Case N-32-4 does not replace paragraph NC/ND-
| |
| 6129, "Provisions for Embedded or Inaccessible Welded Joints in Piping," of
| |
| | |
| the Code. The intent of the Code Case is to (1) provide additional testing above Code requirements and (2) permit liquid penetrant or magnetic particletesting in place of radiographic testing for Class 3 piping with 3/8" nominal | |
| | |
| wall thickness or less.
| |
| | |
| Paragraph (1) contains an additional requirement to the Code. It was, therefore, acceptable but unnecessary to include in the Code Case.
| |
| | |
| Paragraph (2) is a variation in the volumetric examination technique and was
| |
| | |
| acceptable as written. Paragraph (3) contains an additional requirement and is not a relaxation of the Code. It was, therefore, acceptable but unnecessary to include in the Code Case.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 29 N-92 (1698)Waiver of Ultrasonic Transfer Method, Section III, V, and VIII, Division 1
| |
| 7/13/81The material from which the basic calibration block is fabricated should be ofthe same product form, alloy, and heat treatment as the material being examined. Alloys of equivalent P-number grouping may be used for the fabrication of calibration blocks if adjustments to signal height can be made to compensate for sound beam attenuation difference between the calibration block and the material under examination by following the transfer method
| |
| | |
| procedure of T-535.1(d), Article 5, Section V, ASME BPV Code, 1977 Edition.N-100 (1711)Pressure Relief Valve Design Rules, Section III, Division 1, Class 1, 2 and 3
| |
| 1/1/83The following information should be provided in the safety analysis report:(1)If stress limits are used in excess of those specified for the upsetoperating condition, it should be demonstrated how the pressure relief
| |
| | |
| function is ensured. Refer to paragr aph 3.1, Section I, of the Code Case for Class and paragraph 3.2, Section II, of the Code Case for Class 2
| |
| | |
| and 3 pressure relief valves.(2)If Code Case 1660 is to be used in conjunction with the Code Case, itshould be stated that the stress limits of Code Case 1660 supersede
| |
| | |
| those of paragraph 3.2(b), Section I, of Code Case 1711. Functional assurance of (1) above is required in all situations.
| |
| | |
| N-106-2 (1720-2)Weld End Preparation for Section III, Division 1 Construction
| |
| 8/14/93 The acceptance of weld end preparations other than those shown in Figures 1, 2, and 3 of the Code Case should be evaluated on a
| |
| | |
| case-by-case basis.
| |
| | |
| N-110 (1727)Alternate Test Fluids, Section III, Division 1
| |
| 1/1/79 The applicant should provide justificati on in the referencing safety analysisreport for the fluid selected for use in the pressure test. The information provided should demonstrate that the fluid selected will not have deleterious effects on the material of the pressure boundary and that the fluid may be safely used at the specified temperature and pressure of the test. When thefluid selected for use is the operating fluid, additional information is not
| |
| | |
| required.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 30
| |
| N-116 (1734)Weld Design for Use for Section III, Division 1, Class 1, 2, 3 and MC
| |
| Construction of Component Supports
| |
| 1/1/78 If the configuration of Figure 1 of the Code Case is used for Class 1 and MCcomponents supports, full penetration welds should be use
| |
| | |
| ====d. The application====
| |
| | |
| of the configuration shown in Figures 2 and 3 should be restricted to the
| |
| | |
| welding of cans for spring encapsulation in spring hangers. In Figure 3, the
| |
| | |
| length of the leg of the fillet weld adjacent to the plate should be equal to the
| |
| | |
| thickness of the exposed edge of the pl ate; also, the leg of the fillet weld adjacent to the shell should be equal to the thickness of the exposed end of the
| |
| | |
| shell.N-146-1 (1780-1)Hydrostatic Testing and Stamping of Components, Section III, Division 1, Construction
| |
| 1/1/82On a generic basis, the application of the Code Case is limited to pumps andvalves. Application to other components should be treated on a case-by-case
| |
| | |
| basis. Each licensing application in whic h the Code Case is to be used shouldcontain information showing that, as a minimum the closure fixture will impose loads that result in stresses e qual to or greater than those inducedduring the hydrostatic test of a complete pump assembly. A closure fixture for the part being tested that is similar in size and shape to the actual mating part is considered adequate to impose these loads. It is not intended that piping reaction loadings be simulated in the hydrostatic testing.
| |
| | |
| N-175 (1818)Welded Joints in Component Standard Supports, Section III, Division 1
| |
| 7/1/79That portion of the unwelded housing that is limited to 90 maximum shouldinclude a minimum of two sectors that are uniform in length.
| |
| | |
| N-199 Intervening Elements, Section III, Division 1, Classes 1, 2, 3 and MC
| |
| Component Construction
| |
| 1/1/81The applicants should provide information in the referencing safety analysisreport that demonstrates that all intervening elements have been designed in compliance with the requirements of the respective design specification.
| |
| | |
| N-238 High Temperature Furnace Brazing of Seat Rings in Valve Bodies or Bonnets for Section III, Division 1, Class 1, 2, and 3 Valves
| |
| 1/1/82 The furnace brazing process procedure qualification should include a verification for nonsensitization as given in ASTM A 262-70, "Standard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic
| |
| | |
| Stainless Steels" (Ref. 5), Practices A
| |
| or E, or ASTM A 708-74, "Practice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized
| |
| | |
| Austenitic Stainless Steels" (Ref. 6), whenever materials subject tosensitization are to be brazed. Documentation is required that a nonsensitizing brazing procedure was employed for valves produced to this
| |
| | |
| Case.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 31 N-242-1 Materials Certification, Section III, Division 1, Classes 1, 2, 3, MC, and CS
| |
| Construction
| |
| 6/30/84Applicants should identify in their safety analysis reports the components and supports for which the Code Case is being applied and should specify the
| |
| | |
| respective paragraphs of the Code Case.
| |
| | |
| N-252 Low Energy Capacitive Discharge Welding Method for Temporary or Permanent Attachments to Components and Supports, Section III, Division 1, and XI 7/1/82 The applicant should indicate in the safety analysis report the application, thematerial, and the material thickness to which the strain gage or thermocouple
| |
| | |
| will be attached by CD welding.
| |
| | |
| N-260-2 Weld Repair of SA-182 Type 316 Forgings, Section III, Division 1, Classes 1, 2, 3, and MC
| |
| 12/5/88Type 308L welding materials should not be used to repair grade F 316 N
| |
| forgings because of the difference in strength levels.
| |
| | |
| N-263 Alternate Thread Forms, Series and Fits for Component Supports, Section III, Division 1
| |
| 3/17/83The following information should be provided in the safety analysis report:(1)a description of the application,
| |
| (2)a need for the use of the Code Case, and
| |
| (3)a demonstration that support design will withstand maximumconditions of loading with the worst combination of thread tolerance.
| |
| | |
| N-274 Alternative Rules for Examination of Weld Repairs for Section III, Division 1 Construction
| |
| 6/30/86The ultrasonic examination procedures shall be proven by actualdemonstration, to the satisfaction of th e Authorized Nuclear Inspector, that the procedures are capable of detecting unacceptable cracks according to SectionXI requirements.
| |
| | |
| N-275 Repair of Welds, Section III, Division 1
| |
| 12/31/83Use of the Code Case is applicable only when the removal of an indicationrequires that the full weld thickness be removed and, in addition, the backside of the weld assembly joint is not accessible for the removal of examination material. If an indication is removed and weld-metal layers still remain, it is
| |
| | |
| not acceptable to gouge through the wall in order to qualify for use of the Code Case. Instead, examination of the cavity is required when such an indication has been removed.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 32 N-279 Use of Torquing as a Locking Device for Section III, Division 1, Class 1, 2, 3, and MC Component Supports
| |
| 7/13/81When torquing or other preloading is used as a locking device and the joint islater unloaded or disassembled, the bolting should be replaced unless it can be demonstrated or proved to the Authori zed Nuclear Inspector that the originalbolting has not been permanently strained.
| |
| | |
| N-292 Depositing Weld Metal Prior to Prepar ing Ends for Welding, Section III, Division 1, Class 1, 2, and 3
| |
| 2/20/04 Class 3 piping that is longitudinally welded and that has a weld efficiencyfactor of 1.0 as selected from Table ND-3613.4-1, "Weld Joint EfficiencyFactor," must receive a 100 percent volumetric examination (RT or UT) of thedeposited weld metal in accordance with the requirements of ND-5000,
| |
| "Examination."
| |
| N-310-1 Certification of Bolting Materials, Secti on III, Division 1, Class 1, 2, 3, MC
| |
| and CS 7/1/82 Each applicant who applies the Code Case should indicate in the referencing port safety analysis report:
| |
| (1)in what way the bolting does not meet NCA-3800 (or NA-3700),
| |
| (2)where the bolting will be used in the plant, and
| |
| (3)how it will be shown that the bolting material properties required by theequipment support design specification are present in the actual bolting material.N-314 Alternate Rules for Thread Engagement, Section III, Division 1
| |
| 5/11/84 Applicants should identify in their safety analysis report:(1)the minimum length of thread engagement and
| |
| (2)the procedure used to establish thread engagement.
| |
| | |
| N-348 N-348-1 N-348-2 Use of SA-574 Socket Weld Head Cap Screws, Section III, Division 1
| |
| 9/7/85 2/20/89
| |
| 8/14/93 Applicants should justify in their safety analysis reports why use of thesesocket head cap screws will not result in early failure from stress corrosion
| |
| | |
| cracking.N-350 Postweld Heat Treatment-Thickness of Material, Section III, Division 1
| |
| 9/5/85Applicants wishing to use this Code Case for other than P-1 materials shoulddemonstrate that the use of this Code Case will not adversely affect the required material properties.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 33 N-383-1 Weld Repair of SA-182 Austenitic Forgings, Section III, Division 1, Classes 1, 2, and 3 9/5/85Applicants who apply the provisions of this Code Case to permit materialmanufacturers to weld repair austen itic forgings without resolution heattreatment should provide justification to the NRC staff (via the safety analysis
| |
| | |
| report) why this is acceptable for their applications, including their evaluation
| |
| | |
| of the susceptibility for stress corrosion cracking.
| |
| | |
| N-397 Alternative Rules to the Spectral Broadening Procedures of N-1226.3 for Classes 1, 2, and 3 Piping, Section III, Division 1
| |
| 2/20/87 The Code Case is acceptable for specific plant applications on a case-by-casebasis pending revision of Regulatory Guide 1.122, "Development of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components" (Ref. 7).
| |
| N-398 Reporting of Charpy-V Notch Test Results, Section III, Division 1
| |
| 2/20/87The Code Case is not acceptable to steam generator or reactor coolant pump supports. Applicants wishing to use this Code Case should indicate in the safety analysis report the component supports to which the case is applied for
| |
| | |
| review on a case-by-case basis.
| |
| | |
| N-404 Annealed Alloy UNS N06625 Over UNS N06600 Bimetallic Tubing, Section III, Division 1, Class 1
| |
| 12/11/95The outside layer of the bimetallic tubing should be limited to a minimum of 5percent and to a maximum of 40 percent of the wall thickness. The tolerance on the outside layer of material should not exceed -0.000 to +0.007 inches of
| |
| | |
| the specified design wall thickness.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 34 N-411-1 Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and
| |
| 3 Piping, Section III, Division 1
| |
| 5/5/00(1)The Code Case damping should be used completely and consistently, ifused at all. [For equipment other than piping, the damping values specified in Regulatory Guide 1.61, "Damping Values for Seismic
| |
| | |
| Design of Nuclear Power Plants
| |
| " (Ref. 8), are to be used.](2)The damping values specified may be used only in those analyses inwhich current seismic spectra and procedures have been employed.
| |
| | |
| Such use is to be limited only to response spectral analyses [similar to
| |
| | |
| that used in the study supporting its acceptance, NUREG/CR-3526,
| |
| "Impact of Changes in Damping and Spectrum Peak Broadening on the Seismic Response of Piping Systems" (Ref. 9)]. The acceptance of the use with other types of dynamic analyses (e.g., time-history analyses or independent support motion method) is pending further justification.(3)When used for reconciliation work or for support optimization of existing designs, the effects of increased motion on existing clearancesand on-line mounted equipment should be checked.(4)This Code Case is not appropriate for analyzing the dynamic responseof piping systems using supports designed to dissipate energy by
| |
|
| |
|
| yielding (i.e., the design of which is covered by Code Case N-420).(5)This Code Case is not applicable to piping in which stress corrosioncracking has occurred unless a case-specific evaluation is made and is
| | Most Code Cases are even-tually superseded by revision to the Code and then are annulled by action of the ASME Council.The Code Cases listed in this guide are limited strictly to those applicable to Section III which are oriented toward design and fabrication. |
|
| |
|
| reviewed by the NRC staff. | | All published Code Cases in the area of design and fabrication which are applicable .to Section III of the Code and were in effect on November 5, 1973 were reviewed for inclusion in this guide. Code Cases which are not listed herein are either not endorsed or will require supplementary provisions on an individual basis to attain endorsement status.The endorsement of a Code Case by this guide constitutes acceptance of its technical position for USAEC REGULATORY |
| | GUIDES Copies of published guides may be obtained by request indicating the divisions desired to the US. Atomic Energy Commission, Washington. |
|
| |
|
| N-430 Alternative Requirements for Welding Workmanship and Visual Acceptance Criteria for Class 1, 2, 3 and MC Linear-Type and Standard Supports, Section III, Division 1
| | D.C, 20545.Regulatotyý |
| 7/1/93(1)The applicant should demonstrate that the applicable supports are not subject to cyclic loading in excess of 20,000 cycles; and(2)The first sentence of 3.0(f)(1) should be replaced with the following:"For material 3/8 in. and less nominal thickness, undercut depth of 1/32 in. on one side of the member for the full length of the weld, or 1/32 in.
| | Guides are issued to desoibe and make avoilable to the public Attention: |
| | Director of Regulatory Standards. |
|
| |
|
| on one side for one-half the length of the weld, and 1/16 in. for one-
| | Comments and suggestions for methods accptable to the AEC Regulatory stoff of Implementing specific pents of improvements In these guides are encouraged and should be sent to the Secretary the Commissioe's regulations, to delineate techniques v,,ed by the staff in of the Commission, US. Atomic Energy Commission, Wtshington, D.C. 20545, evaluating specific prob;ems or postulated accidents, or to provide guidsnce to Attention: |
| | Chief. Public Proceedings Staff.apolicants. |
|
| |
|
| fourth of the length of the weld on th e face of a rectangular tube or one-fourth the length of the weld on the same side of the member is
| | Regulatoty Guides are not substitutes for regulations and compliance with them is not required. |
|
| |
|
| acceptable."
| | Methods end solutions different from those set out in The guides are issued in th" following ten broad divisions: |
| 1361-2 Socket Welds, Section III
| | the guides will be acceptable If they provide a basis for the findings requisite to the issuance or continuance of a permit or license by the Commission, 1. Power Reachors 6. Products 2. Research end Test Resictoct |
| 3/1/79 Code Case 1361-2 was acceptable when used in connection with Section III,paragraph NB-3356, Fillet Welds.
| |
|
| |
|
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 35 | | ===7. Transportation=== |
| 1412-4Modified High Yield Strength Steel for Section III, Division 1, Class 1 Vessels
| | 3. Fuets and Materials Fecilities |
| 1/1/77The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report. The material given in the Inquiry section of the Code Case should be SA-508, Class 4b, instead of
| | 8. Occupational Health Published guides will be revised periodically, as appropriate, to accommodate |
| | 4. Environmental and Siting 9. Antitrust Review comments and to reflect new Information or experience, S. Materials and Plant Protection |
| | 10, General applications not precluded by regulatory or other requirements or by the recommendations in this or other regulatory guides. Contingent endorsement is indicated in Regulatory Position C.l.c for specific cases; however* it is the responsibility of the user to make certain that no regulatory requirements are violated and that there are no conflicts with other recommended limitations resulting from Code Case usage.The acceptance or endorsement by the Regulatory staff applies only to those Code Cases or Code Case revisions with the date of "Council Approval" as shown in the Regulatory Position of this guide. Earlier or later revisions of a Code Case are not endorsed by this guide.New Code Cases as they are issued or future revisions of existing Code Cases will require evaluation by the Regulatory staff to determine if they qualify for inclusion in the approved list. Because of the continuing change in the status of Code Cases, it is planned that this guide will require periodic updating to accommodate new Code Cases and any revisions of existing Code Cases.C. REGULATORY |
| | POSITION 1. The Section III ASME Code Cases 2 listed in the following by number, title, and date of Council approval are a:ceptable to the Regulatory staff for application in the construction of components for water-cooled nu-clear power plants. Their use is acceptable within the limitations stated in the "Inquiry" and "Reply" sections of each individual code case, such Regulatory or other requirements as may exist, and the additional limitations recommended by the Regulatory, staff given with the individual code cases in the list.a. Design-Oriented Code Cases With Title and Date of Council Approval (1) .Code Cases Applicable to Piping Design 1477-1 3-9-72 Use of 1970 Addenda of ANSI B31.7 "Nuclear Power Piping" 1506 12-13-71 Stress Intensification Factors, Section I11, Class 2 & 3 Piping 1601 11-5-73 Limits of Reinforcement for Two-thirds Area, Section III Class 1 1606 11-5-73 Stress Criteria for Section III Classes 2 and 3 Piping Subjected to Upset, Emergency, and Faulted Conditions |
| | 1614 11-5-73 Hydrostatic Testing of Piping Prior to or Following the Instal-lation of Spray Nozzles for Sec-tion I11, Classes 1, 2, and 3 Piping Systems 2 These Code Cases are listed numerically in the Appendix to this guide.(2) Code Cases Applicable to Valve Design 1533 6-14-72 Pressure Temperature Ratings of SA-35 1 Grades CF8A, CF3, and CF3M, Section III 1534 11.6-72 Overpressurization of Valves, Section III 1539 11-6-72 Metal Bellows and Metal Dia-phragm Stem Sealed Valves, Sec-tion II, Classes 1, 2, and 3.1540-1 3-3-73 Elastomer Diaphragm Valves Sec-tion i11, Classes 2 and 3 1552 12-18-72 Design by Analysis of Section III Class I Valves 1555 12-18-72 Certification of Safety Relief Valves on Liquids 1573 4-30-73 Vacuum Relief Valves, Section Ill 1574 4-30-73 Hydrostatic Test Pressure for Safety Relief Valves, Section III, Classes 1, 2, and 3 1581 6-25.73 Power-Operated Pressure Relief Valves Section 11I, Class I (3) Other Code Cases Related to Design 1470-2 12-18-72 External Pressure Charts for High-Strength Carbon Steels and for Low-Alloy Steels 1508 12-13-71 Allowable Stresses, Design Stress Intensity, and/or Yield Strength Values of Section 1, II, and VIII, Division I and 2 1536 8-14-72 Closing Seam for Electrical Pene-tration for Section III, Classes 2, 3, and MC 1575 4-30-73 Hub-to-Flange Fillet Radius for Bolted Flanges with Nut Stop 1607 11-5-73 Stress Criteria for Section III, C(lasses 2 and 3 Vessels Subjected to Upset, Emergency, and Faulted Operating Conditions b. Fabrication-Oriented. |
|
| |
|
| SA-508, Class 4.
| | Code Cases with Dates of Council Approval (1) Code Cases Related to Welding 1461 3-9-72 Electron Beam Welding, Sections 1, 111, VIII 1471-1 3.9-72 Vacuum Electron Beam Welding of Tube Sheet Joints 1494-1 3-3-73 Weld Procedure Qualification Tests, Section III 1516-1 6-25-73 Welding of Seats in Valves for Section III Applications |
| | | 1554 3-3-73 Post-weld Heat Treatment of P-number 1 and P-number 12A, Subgroup 1 Longitudinal Welds, Section III Classes 1, 2, and 3 components |
| 1423-2 Wrought Type 304 and 316 with Nitrogen Added, Sections I, III, VIII, Division 1 and 2
| | 1580.1 11-5-73 Figure NB4233-1(a), Section III 1.84-2 |
| 7/1/77Code Case 1423-2 was acceptable subject to compliance withthe recommendations contained in Regulatory Guide 1.31, "Control of Ferrite Content in Stainless Steel Weld Meta l" (Ref. 10), and Regulatory Guide 1.44,"Control of the Use of Sensitized Stainless Steel" (Ref. 11).
| | (2) Other Code Cases Related to Fabrication |
| 1521-1 Use of H-Grades of SA-240, SA-
| | 1535-2 4-30-73 Hydrostatic Testing of Section 111 Class I valves 1541-1 8-13.73 Hydrostatic Testing of Embed-ded Class 2 and Class 3 Piping for Section III construction |
| 479, SA-336, and SA-358, Section III
| | 155I 12-18-72 Upset Heading and Roll Thread-ing ol SA-453 for High-Tempera- ture Bolting, Section III, Classes 1, 2, 3, and MC 1588 8-13-73 Electro-Etching of Section 111 Code Symbols.c. Code Cases with Contingent Approval 1355.3 3-9-72 Electroslag Welding, Section 1, I11, and VIII, Division I and 2 This code case is approved subject to the condi-tions established in Regulatory Guide 1.34, "Con-trol of Electroslag Weld Properties." |
| 1/1/78Code Case 1521-1 was acceptable subject to compliance withthe recommendations contained in Regulatory Guide 1.31, "Control of Ferrite Content in Stainless Steel Weld Meta l" (Ref. 10), and Regulatory Guide 1.44,"Control of the Use of Sensitized Stainless Steel" (Ref. 11).
| |
| 1528-3 High Strength Steel SA-508, Class
| |
| 2 and SA-541, Class 2 Forgings, Section III, Class 1 Components
| |
| 1/1/78The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.
| |
| | |
| 1569 Design of Piping for Pressure Relief Valve Station, Section III
| |
| 7/1/79Code Case 1569 was acceptable subject to compliance withthe recommendations contained in Regulatory Guide 1.67, "Installation of
| |
| | |
| Over-Pressure Protection Devices" (Ref. 12).
| |
| 1606-1 Stress Criteria Section III, Classes 2 and 3 Piping Subject to Upset, Emergency, and Faulted Operating Conditions
| |
| 7/1/77 Code Case 1606-1 was acceptable subject to the interpretation that the stresslimit designations of "Upset," "Emergency," and "Faulted" do not necessarily imply agreement with specified plant conditions applicable to ASME Code Class 2 and 3 components for fluid systems. These designations should be
| |
| | |
| established and justified in the design specifications.
| |
| | |
| Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition RG 1.84, Rev. 34, Page 36
| |
| 1607-1 Stress Criteria for Section III, Classes 2 and 3 Vessels Designed to NC/NC-
| |
| 3300 Excluding the NC-3200 Alternate
| |
| 7/1/77 Code Case 1607-1 was acceptable subject to the interpretation that the stresslimit designations of "Upset," "Emergency," and "Faulted" do not necessarily imply agreement with specified plant conditions applicable to ASME Code Class 2 and 3 components for fluid systems. These designations should be
| |
| | |
| established and justified in the design specifications.
| |
| | |
| 1635-1 Stress Criteria for Section III, Class 2 and 3 Valves Subjected to Upset, Emergency, and Faulted Operating Conditions
| |
| 7/1/77 Code Case 1635-1 was acceptable subject to the interpretation that the stresslimit designations of "Upset," "Emergency," and "Faulted" do not necessarily imply agreement with specified plant conditions applicable to ASME Code Class 2 and 3 components for fluid systems. These designations should be
| |
| | |
| established and justified in the design specifications.
| |
| | |
| 1636-1 Stress Criteria for Section III, Class 2 and 3 Pumps Subjected to Upset, Emergency, and Faulted Operating Conditions
| |
| 7/1/77 Code Case 1636-1 was acceptable subject to the interpretation that the stresslimit designations of "Upset," "Emergency," and "Faulted" do not necessarily imply agreement with specified plant conditions applicable to ASME Code Class 2 and 3 components for fluid systems. These designations should be
| |
| | |
| established and justified in the design specifications.
| |
| | |
| 1689-1 Alternate PWHT Time and Temperature for SA-182 Grade F-22, SA-387 Grade 22, Class 2, and SA-335 Grade P-22 Section III,
| |
| Class 1, 2, 3 and CS
| |
| 1/1/78The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.
| |
| | |
| 1783-1 Qualification of Nondestructive Examination Personnel, Section III, Division 1
| |
| 1/1/79 The first sentence of paragraph (1) should be replaced with the following:"The certification of the Level III nondestructive examination personnel for
| |
| | |
| the purpose of this Section of the Code will be the responsibility of the employer of the Level III individual. If the employer is not a Certificate
| |
| | |
| Holder, then the verification of such certificate is the responsibility of the Certificate Holder."
| |
| RG 1.84, Rev. 34, Page 375.Code Cases Superseded by Revised Code Cases The Code Cases listed in Table 5 were approved in pr ior versions of this guide and have since beensuperseded by revised Code Cases (on or after July 1, 1974). The date in Column 3 indicates the date on which the ASME approved the revision to the Code Case. Note: Code Cases listed without conditionswere unconditionally approved for use by the NRC.
| |
| | |
| Table 5. Section III Code Cases That Have Been Superseded by Revised Code Cases on or after July 1, 1974 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date N-5 (1344-5)Nickel-Chromium, Age-Hardenable Alloys (Alloy X750), Section III
| |
| 12/13/82 N-7 (1358-5)High Yield Strength Steel, Section III, Division 1, Class 1 Vessels
| |
| 12/13/82The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.
| |
| | |
| N-20 (1484-3)
| |
| N-20-1SB-163 Nickel-Chromium-Iron Tubing (Alloy 600 and 690) at Nickel-Iron- Chromium Alloy 800 at a Specified Minimum Yield Strength of 40.0 Ksi, Section III, Division 1, Class 1
| |
| 9/5/85 12/7/87 N-20-2 N-20-3SB-163 Nickel-Chromium-Iron Tubing (Alloy 600 and 690) at Nickel-Iron- Chromium Alloy 800 at a Specified Minimum Yield Strength of 40.0 Ksi and Cold | |
| | |
| Worked Alloy 800 at a yield strength of 47.
| |
| | |
| 0 Ksi, Section III, Division 1, Class 1
| |
| 11/30/88 2/26/99 N-31 (1540-2)Elastomer Diaphragm Valves, Section III, Class 2 and 3
| |
| 7/18/85 Each applicant who applies the Code Case should indicate in the referencingsafety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturer's recommended service life. This recommended servicelife should not exceed 1/3 of the minimum cycle life as established by the requirements of paragraph 3 of the Code Case. In addition, the service life of the elastomer diaphragm should not exceed 5 years, and the combined service and storage life of the elastomer diaphragm should not exceed 10 years.
| |
| | |
| N-55 (1609-1)Inertia and Continuous Drive Friction Welding, Section I, III, IV, VIII, Division 1 and 2, and IX
| |
| 4/5/84 N-60 (1618-2)
| |
| N-60-1 Material for Core Support Structures, Section III, Division 1, Subsection NG
| |
| 5/25/83 9/17/84Welding of age-hardenable alloy SA-453 Grade 660 and SA-637Grade 688 should be performed when the material is in the solution-treated
| |
| | |
| condition.
| |
| | |
| Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 38 N-60-2 N-60-3 N-60-4 Material for Core Support Structures, Section III, Division 1, Subsection NG
| |
| 9/5/85 5/13/91 | |
| 2/15/94Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688should be performed when the material is in the solution-treated condition. For SA-479 material, the maximum yield strength should not exceed 90,000 psi in view of the susceptibility of this material to environmental cracking.
| |
| | |
| N-62-2 (1621-2)
| |
| N-62-3 N-62-4 N-62-5 N-62-6 Internal and External Valve Items, Section III, Division 1, Class 1, 2 and 3 Line Valves 7/18/85 9/5/85 7/24/89 12/11/89 5/11/94The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA 4000, "Quality Assurance," and, in addition, Class 3 valve manufacturers should also meet the provisions of NCA-4000.
| |
| | |
| N-71-7 (1644-7)
| |
| N-71-8
| |
| (1644-8)Additional Materials for Component Supports, Section III, Division 1, Subsection NF, Class 1, 2, 3 and MC Component Supports
| |
| 5/15/78 1/7/80The maximum measured ultimate tensile strength (UTS) of the componentsupport material should not exceed 170 Ksi in view of the susceptibility of high- strength materials to brittleness and stress corrosion cracking. Certain applications may exist where a UTS value of up to 190 Ksi could be considered acceptable for a material and, under this condition, the Design Specification should specify impact testing for the material. For these cases, it should be demonstrated by the applicant that:
| |
| (1)the impact test results for the material meet Code requirements and
| |
| (2)the material is not subject to stre ss corrosion cracking by virtue of the fact that(a)a corrosive environment is not present, and (b)the component that contains the material has essentially no residualstresses or assembly stresses, and it does not experience frequent
| |
| | |
| sustained loads in service.
| |
| | |
| N-71-9 (1644-9)Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component
| |
| | |
| Supports 5/11/81In the last sentence of paragraph 5.3, reference should be made to paragraph4.5.2.2, "Alternate Atmosphere Exposure Time Periods Established by Test," ofthe AWS D.1.1 Code for the evidence presented to and accepted by the
| |
| | |
| Authorized Inspector concerning exposur e of electrodes for longer periods oftime.
| |
| | |
| Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 39 N-71-10 N-71-11 Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component
| |
| | |
| Supports 6/17/82 2/14/83The maximum measured ultimate tensile strength (UTS) of the componentsupport material should not exceed 170 Ksi in view of the susceptibility of high- strength materials to brittleness and stress corrosion cracking. Certain applications may exist where a UTS value of up to 190 Ksi could be considered acceptable for a material and, under this condition, the Design Specification should specify impact testing for the material. For these cases, it should be demonstrated by the applicant that:
| |
| (1)the impact test results for the material meet Code requirements and
| |
| (2)the material is not subject to stre ss corrosion cracking by virtue of the fact that(a)a corrosive environment is not present, and (b)the component that contains the material has essentially no residualstresses or assembly stresses, and it does not experience frequent
| |
| | |
| sustained loads in service.In the last sentence of paragraph 5.3, reference should be made to paragraph
| |
| 4.5.2.2, "Alternate Atmosphere Exposure Time Periods Established by Test," ofthe AWS D.1.1 Code for the evidence presented to and accepted by the
| |
| | |
| Authorized Inspector concerning exposur e of electrodes for longer periods oftime.N-71-12 Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Class 1, 2, 3 and MC
| |
| 2/20/84The maximum measured ultimate tensile strength (UTS) of the componentsupport material should not exceed 170 Ksi in view of the susceptibility of high- strength materials to brittleness and stress corrosion cracking. Certain applications may exist where a UTS value of up to 190 Ksi could be considered acceptable for a material and, under this condition, the Design Specification should specify impact testing for the material. For these cases, it should be demonstrated by the applicant that:
| |
| (1)the impact test results for the material meet Code requirements and
| |
| (2)the material is not subject to stre ss corrosion cracking by virtue of the fact that(a)a corrosive environment is not present, and (b)the component that contains the material has essentially no residualstresses or assembly stresses, and it does not experience frequent
| |
| | |
| sustained loads in service.
| |
| | |
| Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 40
| |
| N-71-12 (cont'd)Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Class 1, 2, 3 and MC
| |
| 2/20/84In the last sentence of paragraph 5.3, reference should be made to paragraph4.5.2.2, "Alternate Atmosphere Exposure Time Periods Established by Test," ofthe AWS D.1.1 Code for the evidence presented to and accepted by the
| |
| | |
| Authorized Inspector concerning exposur e of electrodes for longer periods oftime. Paragraph 16.2.2 is not acceptabl e as written and should be replaced withthe following: "When not exempted by 16.2.1, above, the postweld heat treatment shall be performed in accordance with NF-4622 except that for ASTM
| |
| A-710 Grade A material, it should be at least 1000F (540C) and should not exceed 1150F (620C) for Class 1 and Class 2 material and 1175F (640C) forClass 3 material. The new holding time at temperature for weld thickness (nominal) should be 30 minutes for 1/2 inch or less, 1 hour per inch for thickness over 1/2 inch to 5 inches, and 5 hours plus 15 minutes for each additional inch
| |
| | |
| over 5 inches."
| |
| N-71-13 N-71-14 N-71-15 N-71-16 N-71-17 Additional Materials for Subsection NF, Classes 1, 2, 3 and MC Component Supports Fabricated by Welding, Section III, Division 1
| |
| 12/5/85 12/16/86 2/12/93 12/31/96 12/8/00The maximum measured ultimate tensile strength (UTS) of the componentsupport material should not exceed 170 Ksi in view of the susceptibility of high- strength materials to brittleness and stress corrosion cracking. Certain applications may exist where a UTS value of up to 190 Ksi could be considered acceptable for a material and, under this condition, the Design Specification should specify impact testing for the material. For these cases, it should be demonstrated by the applicant that:
| |
| (1)the impact test results for the material meet Code requirements, and
| |
| (2)the material is not subject to stre ss corrosion cracking by virtue of the fact that(a)a corrosive environment is not present, and (b)the component that contains the material has essentially no residualstresses or assembly stresses, and it does not experience frequent
| |
| | |
| sustained loads in service.
| |
| | |
| Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 41 N-71-13 N-71-14 N-71-15 N-71-16 N-71-17 (cont'd)Additional Materials for Subsection NF, Classes 1, 2, 3 and MC Component Supports Fabricated by Welding, Section III, Division 1
| |
| 12/5/85 12/16/86 2/12/93 12/31/96 12/8/00In the last sentence of paragraph 5.3, reference should be made to paragraph4.5.2.2, "Alternate Atmosphere Exposure Time Periods Established by Test," ofthe AWS D.1.1 Code for the evidence presented to and accepted by the
| |
| | |
| Authorized Inspector concerning exposur e of electrodes for longer periods oftime. Paragraph 16.2.2 is not acceptabl e as written and should be replaced withthe following: When not exempted by 16.2.1, above, the postweld heat treatment should be performed in accordance with NF-4622 except that for ASTM A-710
| |
| Grade A material, it should be at least 1000F (540C) and should not exceed
| |
| 1150F (620C) for Class 1 and Class 2 material and 1175F (640C) for Class 3material. The new holding time at temperature for weld thickness (nominal)
| |
| should be 30 minutes for 1/2 inch or less, 1 hour per inch for thickness over 1/2 inch to 5 inches, and 5 hours plus 15 minutes for each additional inch over 5 inches.
| |
| | |
| The fracture toughness of Classes 1, 2, and 3 component supports should be characterized in accordance with Section 5.3.4 of NUREG-0800, "Standard
| |
| | |
| Review Plan for the Review of Safety Analysis Reports for Nuclear Power
| |
| | |
| Plants" (Ref. 13), or on a case-by- case basis. The fracture toughnessrequirements as listed in this Code Ca se apply only to piping supports and notto Class 1, Class 2, and Class 3 component supports.
| |
| | |
| N-95-1 (1701-1)Determination of Capacities of Vacuum Relief Valves, Section III, Division 1 and 2, Class MC
| |
| 7/9/79 N-102-1 (1714-2)Postweld Heat Treatment of P-1 Material, Section III, Class MC
| |
| 8/28/78 N-119-2 (1739-2)
| |
| N-119-3
| |
| (1739-3 N-119-4
| |
| (1739-4)
| |
| N-119-5 Pump Internal Items, Section III, Division 1, Class 1, 2, and 3
| |
| 8/25/80 12/1/80
| |
| 7/18/85 N-122 Stress Indices for Structural Attachme nts, Class 1, Section III, Division 1
| |
| 7/24/89 N-133 (1761-1)Use of SB-148 Alloy CA954 for Section III, Division 1, Class 2 or 3 Flanged End Valves 1/14/77 N-133-1 N-133-2 Use of SB-148 Alloys 952 and 954, Section III, Division 1, Class 3
| |
| 5/19/85 7/18/85 N-154 (1791)Projection Resistance Welding of Valve Seats, Section III, Division 1, Class 1, 2and 3 Valves
| |
| 1/14/80 N-160 (1797)Finned Tubing for Construction, Section III, Division 1
| |
| 7/18/85 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 42 N-188Use of Welded Ni-Fe-Cr-Mo-Cu (Alloy 825) and Ni-Cr-Mo-Cb (Alloy 625)
| |
| Tubing, Section III, Division 1, Class 3
| |
| 1/1/78 N-192 N-192-1 N-192-2 Use of Flexible Hose for Section III, Division 1, Class 1, 2, and 3 Construction
| |
| 8/30/79 9/16/81
| |
| 7/23/02The applicant should indicate system application, design and operating pressure,and pressure-temperature rating of the flexible hose. Data to demonstratecompliance of the flexible hose with NC/ND-3649, particularly NC-ND-
| |
| | |
| 3649.4(e), are required to be furnished with the application.
| |
| | |
| N-196 Exemption from the Shake-down Requirements When Plastic Analysis is Performed for Section III, Division 1, Class 1 Construction
| |
| 1/8/79 N-207 Use of Modified SA-479 Type XM-19 for Sec tion III, Division 1, Class 1, 2, or 3 Construction
| |
| 3/19/79 N-214 N-214-1 Use of SA-351, Grade CN7M, for Valves for Section III, Division 1, Construction
| |
| 9/7/82 5/25/83 N-224 Use of ASTM A500 Grade B and ASTM A501 Structural Tubing for Welded Attachments for Section III, Class 2 and 3 Construction
| |
| 5/11/81 N-237 Hydrostatic Testing of Internal Piping, Section III, Division 1
| |
| 9/7/82 N-237-1 Hydrostatic Testing of Internal Piping, Section III, Division 1, Classes 2 and 3
| |
| 5/25/83 N-242 Materials Certification, Section III, Division 1, Classes 1, 2, 3, MC, and CS
| |
| Construction
| |
| 4/10/80Applicants should identify the components and supports requiring the use of paragraphs 1.0 through 4.0 of the Code Ca se in their safety analysis reports.
| |
| | |
| N-246 Use of SB-169 Alloy CA614, Section III, Division 1, Class 3
| |
| 9/7/82 N-246-1 SB-169, Alloy C 61400, Section III, Division 1, Class 3
| |
| 5/25/83 N-249 Additional Materials for Component Supports Fabricated Without Welding, Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component
| |
| | |
| Supports 5/11/81 Footnote 2 of the Code Case should apply to all materials listed in Tables 1, 2, 3, 4, and 5 of the Code Case and should be so indicated on line 5 of the "Reply."
| |
| N-249-1 Additional Materials for Component Supports Fabricated Without Welding, Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component
| |
| | |
| Supports 6/17/82Paragraph 7 of the "Reply" should reference the requirements of NF-2600 instead of NF-2800. This is a typographical error in that NF-2800 does not exist.
| |
| | |
| N-249-2 N-249-3 Additional Materials for Subsection NF Class 1, 2, 3, and MC Component Supports Fabricated Without Welding, Section III, Division 1
| |
| 2/14/83 2/20/84 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 43 N-249-4 N-249-5 Additional Material for Subsection NF, Classes 1, 2, 3, and MC Component Supports Fabricated Without Welding, Section III, Division 1
| |
| 9/17/84 4/8/85The fracture toughness requirements as listed in Code Case N-249-4 apply onlyto piping supports and not to Classes 1, 2, and 3 component supports. The fracture toughness of Classes 1, 2, and 3 component supports should be characterized in accordance with Section 5.3.4 of NUREG-0800, "Standard
| |
| | |
| Review Plan for the Review of Safety Analysis Reports for Nuclear Power
| |
| | |
| Plants" (Ref. 13), or on a case-by-case basis.
| |
| | |
| N-249-6 N-249-7 N-249-8 N-249-9 N-249-10
| |
| N-249-11 N-249-12 N-249-13 Additional Material for Subsection NF, Classes 1, 2, 3, and MC Component Supports Fabricated Without Welding, Section III, Division 1
| |
| 9/5/85 12/5/85 12/16/86 5/6/89 5/13/91
| |
| 2/12/93
| |
| 5/11/94
| |
| 12/8/00The fracture toughness requirements apply only to piping supports and not toClasses 1, 2, and 3 component supports.
| |
| | |
| The fracture toughness of Classes 1, 2,and 3 component supports should be char acterized in accordance with Section
| |
| 5.3.4 of NUREG-0800, "Standard Review Plan for the Review of Safety Analysis
| |
| | |
| Reports for Nuclear Power Plants" (Ref. 13), or on a case-by-case basis. The following is to be added to paragraph (5) of the Code Case: "For these cases, it should be demonstrated by the Owner that: (1) the impact test results for the material meet Code requirements, and (2) the material is not subject to stress corrosion cracking by virtue of the fact that: (a) a corrosive environment is not present and (b) the component that contains the material has essentially no residual stresses or assembly stresses, and it does not experience frequent
| |
| | |
| sustained loads in service."
| |
| N-260 Weld Repair of SA-182 Type 316 Forgings, Section III, Division 1, Classes 1, 2, 3, and MC
| |
| 7/18/85 N-260-1 Weld Repair of SA-182 Type 316 Forgings, Section III, Division 1, Classes 1, 2, 3, and MC
| |
| 12/5/85Type 308 L welding materials should not be used to repair grade F 316 N
| |
| forgings because of the difference in strength levels.
| |
| | |
| N-265 Modified SA-487 Castings, Section III, Division 1, Class 1
| |
| 5/19/85 N-299 Use of Nickel-Chromium-Molybdenum-Columbium Alloy 625 Forgings, Section III, Division 1, Class 2 and Class 3 Components
| |
| 7/18/85 N-304 N-304-1 N-304-2 N-304-3Use of 20 Cr-25Ni-6Mo (Alloy UNS N08366) Welded Tubes for Section III, Division 1, Classes 2 and 3 Construction
| |
| 7/12/84 5/19/85
| |
| 12/5/85
| |
| 2/23/87 N-309 Identification of Materials for Component Supports, Section III, Division 1
| |
| 5/11/84 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 44 N-318 N-318-1 N-318-2 N-318-3 N-318-4 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 2 or 3 Piping, Section III, Division 1
| |
| 2/20/84 7/12/84 9/5/85 12/11/89 4/28/94 Applicants should identify in their safety analysis report:(1)the method of lug attachment,
| |
| (2)the piping system involved, and
| |
| (3)the location in the system where the Code Case is to be applied. | |
| | |
| N-319 N-319-1 N-319-2 Alternate Procedure for Evaluation of Stresses in Butt Weld Elbows in Class 1 Piping, Section III, Division 1
| |
| 7/24/89 8/14/90
| |
| 1/17/00 N-321 Use of Modified SA-249, Type 304, Secti on III, Division 1, Class 1 Construction
| |
| 12/5/85 N-337 Use of ASTM B 525-70 Grade II, Type II, Sintered Austenitic Stainless Steel for Class 2, 3, and MC Component Standard Supports, Section III, Division 1
| |
| 7/18/85 N-345 Attachment of AMS 5382 Alloy 31 Seat Rings by Friction Welding, Section III, Division 1, Classes 1, 2, and 3
| |
| 12/13/82 N-352 Use of SA-638 Grade 660 Forgings and Bars Below 700F Without Stress Rupture Tests, Section III, Division 1
| |
| 7/18/85 N-362 Alternate Rules for Pressure Testing of Containment Items, Section III, Division 1
| |
| 12/13/82 N-362-1 Pressure Testing of Containment Items, Section III, Division 1, Classes 1, 2, and MC 7/12/84 N-370 N-370-1 Modified SA-705 Grade XM-13 Forgings, Section III, Division 1
| |
| 7/18/85 12/5/85 N-371 12Cr-1W-1Mo-1/4V Martensitic Stainless Steel Valve Internals, Section III, Division 1
| |
| 7/18/85 N-373-1 Alternative PWHT Time at Temperature for P-No. 5 Material, Section III, Division 1, Classes 1, 2, and 3
| |
| 9/7/01 N-379 Bimetallic Tubing Section III, Division 1, Class 1
| |
| 7/18/85 N-383 Weld Repair of SA-182 Austenitic Forgings , Section III, Division 1, Classes 1, 2, and 3 7/18/85Applicants who apply the provisions of the Code Case to permit materialmanufacturers to weld repair austenitic forgings without resolution heat treatment should provide justification to the NRC staff (via the safety analysis report) why
| |
| | |
| this is acceptable for their applications, including their evaluation of the
| |
| | |
| susceptibility for stress corrosion cracking.
| |
| | |
| N-391 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping, Section III, Division 1
| |
| 7/24/89 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 45 N-391-1 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping, Section III, Division 1
| |
| 8/24/95 The following typographical errors need to be corrected:(1)In equation (3) the + sign should be changed to an = sign, and
| |
| (2)In equation (4) the first + sign should be changed to an = sign.
| |
| | |
| N-392 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping, Section III, Division 1
| |
| 12/11/89 N-392-1 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping, Section III, Division 1
| |
| 12/11/92 Applicants should identify in their safety analysis report:(1)the method of lug attachment,
| |
| (2)the piping system involved, and
| |
| (3)the location in the system where the Code Case is to be applied.
| |
| | |
| N-392-2 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping, Section III, Division 1
| |
| 12/12/94 Applicants should identify in their safety analysis report:(1)the method of lug attachment,
| |
| (2)the piping system involved, and
| |
| (3)the location in the system where the Code Case is to be applied.
| |
| | |
| Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 46 N-411 Alternative Damping Values for Seismic Analysis of Classes 1, 2, and 3 Piping Sections, Section III, Division 1
| |
| 2/20/86(1)The damping values specified may be used in analyzing piping responsefor seismic and other dynamic loads being filtered through building structures provided response mode frequencies are limited to 33 Hz and below. Within this range, the Code Case damping should be used completely and consistently, if used at all. [For equipment other than piping, the damping values specified in Regulatory Guide 1.61 (Ref. 7), should be used.](2)The damping values specified may be used only in those analyses in whichcurrent seismic spectra and procedures have been employed. Such use should be limited only to response spectral analyses [similar to that used in
| |
| | |
| the study supporting its acceptance, NUREG/CR-3526 (Ref. 9)]. The acceptance of the use with other types of dynamic analyses (e.g., time-
| |
| | |
| history analysis) is pending further justification.(3)When used for reconciliation work or for support optimization of existingdesigns, the effects of increased mo tion on existing clearances and on linemounted equipment should be checked.(4)This Code Case is not appropriate for analyzing the dynamic response ofpiping systems using supports designed to dissipate energy by yielding (i.e., the design of which is covered by Code Case N-420).(5)This Code Case is not applicable to piping in which stress corrosioncracking has occurred unless a case-specific evaluation is made and is
| |
| | |
| reviewed by the NRC staff.
| |
| | |
| N-418Use of Seamless Ni-Fe-Cr-Mo-Cu Low Carbon (UNS N08028 and UNS N08904)
| |
| Tubing, Section III, Division 1, Classes 2 and 3
| |
| 7/30/86 N-438 N-438-1 N-438-2Fe-24.5Ni-21Cr-6.5 Mo-0.2N (Alloy UNS N08367) Seamless and Welded Pipe, Tube, Plate, Bar, Fittings, and Forgings , Class 2 and 3 Construction, Section III, Division 1
| |
| 3/8/89 Reinstated on
| |
| 5/24/96
| |
| 7/27/92 N-438-3 UNS N08367 Material, Section III, Division 1, Class 2 and 3 Construction
| |
| 5/24/96 N-439Use of 20Cr-18Ni-6Mo (Alloy UNS S31254) Forgings, Plate, Seamless and Welded Pipe, and Welded Tube, Class 2 and 3 Construction, Section III,
| |
| Division 1
| |
| 7/10/00 N-440Use of 20Cr-18Ni-6Mo (Alloy UNS J93254) Castings, Class 2 and 3 Construction, Section III, Division 1
| |
| 7/10/00 N-441 N-441-1Use of 20Cr-18Ni-6Mo (Alloy UNS S31254) Fittings, Class 2 and 3 Construction, Section III, Division 1
| |
| 11/25/92 7/10/00 N-443 N-443-1 High Yield Strength Cr-Mo Steel, Class 1 Components, Section III, Division 1
| |
| 3/8/89 11/11/99 N-453Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Welded Pipe for Class 2 and 3 Construction, Section III, Division 1
| |
| 11/30/88 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 47 N-453-1Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Seamless and Welded Pipe for Class 2 and 3 Construction, Section III, Division 1
| |
| 4/30/92 N-453-2Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925 andN08926) Seamless and Welded Pipe for Class 2 and 3 Construction, Section III,
| |
| Division 1
| |
| 12/12/95 N-454Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Wrought Fittings for Class 2 and 3 Construction, Section III, Division 1
| |
| 4/30/92 N-455Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Forged Flanges and Fittings for Class 2 and 3 Construction, Section III, Division 1
| |
| 4/30/92 N-466 Modified 9Cr-1Mo Material, Section III, Division 1, Classes 1, 2, and 3
| |
| 4/30/90 N-469 Martensitic Stainless Steel for Class 1, 2, and 3 Components, Section III, Division 1
| |
| 6/14/00 N-474 Design Stress Intensities and Yield Strength Values for Alloy 690 With a Minimum Yield Strength of 35 ksi, Class 1 Components, Section III, Division 1
| |
| 3/5/90 N-474-1 Design Stress Intensities and Yield Strength Values for UNS N06690 With a Minimum Specified Yield Strength of 35 ksi, Class 1 Components, Section III,
| |
| Division 1
| |
| 12/9/93 N-484 Real Time Radioscopic Examination of Welds, Section III, Division 1 | |
| 12/16/91 N-492 Grade 9 Titanium Alloy Tubing, Secti on III, Division 1, Class 1, 2, and 3
| |
| 5/11/94 N-497Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials, Section III, Division 1, Class 2 and 3 Construction
| |
| 12/9/93 N-510 Borated Stainless Steel for Class CS Core Support Structures and Class 1 Components, Section III, Division 1
| |
| 12/12/94 N-520 Alternative Rules for Renewal of N-type Certificates for Plants Not in Active Construction, Section III, Division 1
| |
| 10/26/94 N-564 N-564-1 UNS J93380, Alloy CD3MWCuN, Class 2 and 3 Construction, Section III, Division 1
| |
| 7/30/98 12/31/96 N-580 Use of Alloy 600 With Columbium Added, Section III, Division 1
| |
| 5/20/98 N-625Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800F, Section III, Division 1
| |
| 3/28/01 N-635Use of 22Cr-5Ni-3Mo-N (Alloy UNS S31803) Forgings, Plate, Bar, Welded and Seamless Pipe, and/or Tube, Fittings, and Fusion Welded Pipe With Addition of
| |
| | |
| Filler Metal, Classes 2 and 3, Section III, Division 1
| |
| 2/14/03 N-644 Weld Procedure Qualification for Procedures Exempt from PWHT in Class 1, 2, and 3 Construction, Section III, Division 1 Reinstated
| |
| 2/14/03 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 48
| |
| 1332-6 Requirements for Steel Forgings, Section III and VIII, Division 1
| |
| 1/8/79 1335-9 Requirements for Bolting Materials
| |
| 8/28/78 1337-9 1337-10 Special Type 403 Modified Forgings or Bars, Section III
| |
| 4/28/75 5/15/78 1395-3 SA-508, Class 2 Forgings with Modified Manganese Content, Section III or Section VIII, Division 2
| |
| 1/8/79 1407-2 Time of Examination for Class 1, 2, and 3, Section III Vessels
| |
| 7/1/74 1414-3 1414-4High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels
| |
| 3/1/76 8/9/77The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.
| |
| | |
| 1484-1SB-163 Nickel-Chromium-Iron Tubing (Alloy 600) at a Specified Minimum Yield Strength of 40.0 Ksi, Section III, Class 1
| |
| 11/4/74 1484-2SB-163 Nickel-Chromium-Iron Tubing (Alloy 600 and 690) at a SpecifiedMinimum Yield Strength of 40.0 Ksi, Section III, Class 1
| |
| 8/13/76 1492 Post Weld Heat Treatment, Section I, III and VIII, Division 1 and 2
| |
| 3/3/75 1508 Allowable Stresses, Design Intensity and/or Yield Strength Values, Section I, III, and VIII, Divisions 1 and 2
| |
| 6/30/75 1516-1 Welding of Seats in Valves for Section III Applications
| |
| 8/11/75 1540-1 Elastomer Diaphragm Valves, Section III, Classes 2 and 3
| |
| 1/14/77 1541-1 Hydrostatic Testing of Embedded Class 2 and Class 3 Piping for Section III
| |
| Construction
| |
| 9/30/76 1541-2 Hydrostatic Testing of Embedded Class 2 and Class 3 Piping for Section III, Division 1 Construction
| |
| 5/15/78 1552 Design by Analysis of Section III, Class 1 Valves
| |
| 8/29/77 1553 Upset Heading and Roll Threading of SA-453 for Bolting in Section III
| |
| 3/3/75 1555 Certification of Safety Relief Valves on Liquids
| |
| 1/14/77 1557-2 Steel Products Refined by Secondary Remelting
| |
| 1/8/79 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 49
| |
| 1606 Stress Criteria for Section III, Class 2 and 3 Piping Subjected to Upset, Emergency, and Faulted Operating Conditions
| |
| 12/16/74Code Case 1606 was acceptable subject to the interpretation that the stress limitdesignations of "Upset," "Emergency," and "Faulted" do not necessarily imply agreement with specified plant conditions applicable to ASME Code Class 2 and3 components for fluid systems. These designations should be established and
| |
| | |
| justified in the design specifications.
| |
| | |
| 1607 Stress Criteria for Section III, Classes 2 and 3 Vessels Subjected to Upset, Emergency, and Faulted Operating Conditions
| |
| 11/4/74Code Case 1607 was acceptable subject to the interpretation that the stress limitdesignations of "Upset," "Emergency," and "Faulted" do not necessarily imply agreement with specified plant conditions applicable to ASME Code Class 2 and3 components for fluid systems. These designations should be established and
| |
| | |
| justified in the design specifications.
| |
| | |
| 1618 Material for Core Support Structures, Section III, Subsection NG
| |
| 3/3/75(a)Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade688 should be performed when the material is in the solution-treated | |
| | |
| condition.(b)Use of alloy ASTM A-564 Grade 631 is not acceptable on a generic basis.
| |
| | |
| 1618-1 Material for Core Support Structures, Section III, Subsection NG
| |
| 3/1/76Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688should be performed when the material is in the solution-treated condition.
| |
| | |
| 1626 Normalized and Tempered 1-1/4 Cr Low Alloy Steel Forgings, Section I, Section III, and Section VIII, Division 1 and 2
| |
| 1/8/79 1634 1634-1 Use of SB-359 for Section III, Class 3 Construction
| |
| 8/12/74 8/13/76 1644 1644-1
| |
| 1644-2
| |
| 1644-3 Additional Materials for Component Supports, Section III, Subsection NF, Class
| |
| 1, 2, 3, and MC Construction
| |
| 4/28/75 6/30/75
| |
| 11/3/75 3/1/76The maximum measured ultimate tensile strength of the component supportmaterial should not exceed 170 Ksi.
| |
| | |
| Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 50
| |
| 1644-4 1644-5
| |
| 1644-6 Additional Materials for Component Supports and Alternate Design Requirements for Bolted Joints, Section III, Division 1, Subsection NF, Class 1,
| |
| 2, 3, and MC Construction
| |
| 8/13/76 3/3/77 11/21/77The maximum measured ultimate tensile strength (UTS) of the componentsupport material should not exceed 170 Ksi in view of the susceptibility of high- strength materials to brittleness and stress corrosion cracking. Certain applications may exist where a UTS value of up to 190 Ksi could be considered acceptable for a material and, under this condition, the Design Specification should specify impact testing for the material. For these cases, it should be demonstrated by the applicant that
| |
| (1)the impact test results for the material meet code requirements, and
| |
| (2)the material is not subject to stre ss corrosion cracking by virtue of the fact that(a)a corrosive environment is not present and (b)the component that contains the material has essentially no residualstresses or assembly stresses, and it does not experience frequent
| |
| | |
| sustained loads in service.
| |
| | |
| 1682 Alternate Rules for Material Manufacturers and Suppliers, Section III, Subarticle NA-3700
| |
| 8/11/75 1683 Bolt Holes for Section III, Division 1, Class 1, 2, 3 and MC Component Supports
| |
| 3/1/76 1689 Alternate PWHT Time and Temperature for SA-182 Grade F22, Section III, Class 1, 2, 3 and CS
| |
| 9/10/76The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.
| |
| | |
| 1695 Brazing, Section III, Class 3
| |
| 11/3/75 1701 Determination of Capacities of Vacuum Relief Valves, Section III, Class MC
| |
| 3/20/78 1702 Flanged Valves Larger than 24 inches for Section III, Class 1, 2 and 3 Construction
| |
| 7/11/77 1714 Postweld Heat Treatment of P-1 Material, Section III, Class MC
| |
| 7/11/77 1720 Weld End Preparation for Section III, Division Construction
| |
| 3/1/76Weld end preparations other than those shown in Figures 1, 2, and 3 of the Code Case are not acceptable on a generic basis. Such alternative end preparations
| |
| | |
| should be treated on a case-by-case basis.
| |
| | |
| 1720-1 Weld End Preparation for Section III, Division Construction
| |
| 11/20/78 The acceptance of weld end preparations ot her than those shown in Figures 1, 2, and 3 of the Code Case should be evaluated on a case-by-case basis.
| |
| | |
| 1722 Vacuum, Carbon Deoxidized SA-508 Forgings, Section III, Division 1, and VIII, Division 1 and 2
| |
| 1/8/79 Code Case Number Table 5 Code Cases That Have B
| |
| een Superseded by Revised Code Cases on or after July 1, 1974 Revision Date RG 1.84, Rev. 34, Page 51
| |
| 1741 Interim Rules for the Required Number of Impact Tests for Rolled Shapes, Section III, Division 1, Subsection NF, Component Supports
| |
| 1/14/77 1755 Alternate Rules for Examination of Welds in Piping, Class 1 and 2 Construction, Section III, Division 1
| |
| 1/14/77 1759 Material for Internal Pressure Retaining Items for Pressure Relief Valves, Section III, Division 1, Class 1, 2, and 3
| |
| 5/15/78 Applicants using this Case should also use Code Case 1711 for the design of pressure relief valves.
| |
| | |
| 1761 Use of SG-148 Alloy CA954 for Section III, Division 1, Class 2 or 3 Flanged End Valves 1/14/77 1769 Qualification of NDE Level III Personnel, Section III, Division 1
| |
| 2/16/77 1774 Minimum Wall Thickness for Class 2 and 3 Valves, Section III, Division 1
| |
| 7/11/77 1780 Hydrostatic Testing and Stamping of Pumps for Class 1 Construction, Section III, Division 1
| |
| 3/10/78 Each licensing application in which the C
| |
| ode Case is to be used should presentinformation that satisfactorily demonstrates that the subassembly tests adequately simulate the pressure loadings. Also, the closure fixture for the test subassemblyshould adequately simulate the rigidity of adjacent subassemblies and also simulate the interface loadings from adjacent subassemblies that would result from a hydrostatic pressure test of a complete pump assembly. As a minimum, the closure fixture should impose loads that result in stresses equal to or greaterthan those induced during the hydrostatic test of a complete pump assembly. It is not intended that piping reactor loadings be simulated in the hydrostatic testing.
| |
| | |
| 1783 Qualification of Nondestructive Personnel, Section III, Division 1
| |
| 1/14/77The first sentence of paragraph (1) should be replaced with the following: "Thecertification of the Level III nondestructive examination personnel for the purposes of this Section of the Code shall be the responsibility of the employer of the Level III individual. If the employer is not a Certificate Holder, then the
| |
| | |
| verification of such certificate is the responsibility of the Certificate Holder."
| |
| RG 1.84, Rev. 34, Page 52
| |
|
| |
|
| ==D. IMPLEMENTATION== | | ==D. IMPLEMENTATION== |
| The purpose of this section is to provide informa tion to applicants and licensees regarding the NRCstaff's plans for using this regulatory guide. The requirements addressing implementation of Section III | | The following guidance is provided for the implemen-tation of Section III ASME Code Cases involving materials and testing.1. The effective date of this guide is July 1, 1974.2. This listing of Code Cases is applicable after the effective date of this guide unless a particular Code Case has been annulled by action of the ASME Council.3. Components ordered to a specific version of a Code Case before the effective date of this guide need not be changed because a subsequent revision to the Code Case is listed as the approved version in this guide.4. Code Cases on the approved list may be applied to components that were in process of construction prior to the effective date of this guide within the limits specified in the Code Case and applicable regulations or recommended in other regulatory guides.5. Code Cases for Class 1 components which are not on the approved list of this guide or other regulatory guides, or for which authorization by the Commission has not been granted, are not acceptable on a generic basis for Class I components. |
| Code Cases are contained in 10 CFR 50.55a(b)(4). No backfit is intended or a pproved in connection with the issuance of this guide. | |
| | |
| Except when an applicant or licensee proposes or has previously established an acceptable alternativemethod for complying with specified portions of the NRC's regulations, the methods described in thisguide will be used in evaluating (1) submittals in c onnection with applications for construction permits,design certifications, operating licenses, and combined licenses, and (2) submittals from operating reactorlicensees who voluntarily propose to initiate system modifications that have a clear nexus with this
| |
| | |
| guidance.REGULATORY ANALYSISA separate regulatory analysis was not prepared for this regulatory guide. The regulatory basis forthis guide is the regulatory analysis prepared for the amendment to 10 CFR 50.55a, "Codes and Standards"(Ref. 14), which incorporates this regulatory guide by reference.
| |
| | |
| 2 All NRC regulations listed herein are available electronically through the Public Electronic Reading Room on the NRC's public Web site, at http://www.nrc.gov/reading-rm/doc-collections/cfr/. Copies are also availablefor inspection or copying for a fee from the NRC's Public Document Room at 11555 Rockville Pike, Rockville, MD;
| |
| the PDR's mailing address is USNRC PDR, Washi ngton, DC 20555; telephone (301) 415-4737 or (800) 397-4209; | |
| fax (301) 415-3548; email PDR@nrc.gov
| |
| .3Copies may be purchased from the American Society of Mechanical Engineers, Three Park Avenue, New York, NY
| |
| 10016-5990; phone (212) 591-8500; fax (212) 591-8501; www.asme.org
| |
| .4 The Paperwork Reduction Act of 1995 (44 U.S.C. 3501 et seq.) is available electronically through the Federal RegisterWeb site administered by the U.S. National Archives and Records Administration, at http://www.archives.gov/ | |
| federal-register/laws/paperwork-reduction/
| |
| .5All regulatory guides listed herein are available electronically through the Electronic Reading Room on the NRC'spublic Web site at http://www.nrc.gov/reading-rm/
| |
| doc-collections/reg-guides/. Active guides may be purchased from the National Technical Information Service (NTIS). Details may be obtained by contacting NTIS at 5285 Port Royal Road, Springfield, Virginia 22161, online at http://www.ntis.gov, by telephone at (800) 553-NTIS (6847) or (703) 605-6000, or by fax to (703) 605-6900. Copies are also available for inspection or copying for a fee from the NRC's PublicDocument Room (PDR), which is located at 11555 Rockville Pike, Rockville, Maryland; the PDR's mailing address isUSNRC PDR, Washington, DC 20555-0001. The PDR can also be reached by telephone at (301) 415-4737or (800) 397-4209, by fax at (301) 415-3548, and by email to PDR@nrc.gov
| |
| .6Copies of ASTM standards may be purchased from the American Society for Testing and Materials, 100 Barr HarborDrive, P.O. Box C700, West Conshohocken, Pennsylvania 19428-2959; phone (610) 832-9585. Purchase information is available through the ASTM Web site at http://www.astm.org
| |
| .RG 1.84, Rev. 34, Page 53 REFERENCES
| |
| 1.Code of Federal Regulations , Title 10, Energy, Part 50, "Domestic Licensing of Production andUtilization Facilities" (10 CFR Part 50), U.S. Nuclear Regulatory Commission, Washington, DC.
| |
| | |
| 22.ASME Boiler and Pressure Vessel Code, Section III, "Rules for Construction of Nuclear Power PlantComponents," Division I, American Society of Mechanical Engineers, New York, NY.
| |
| | |
| 33.Paperwork Reduction Act of 1995 (Public Law 104-13), United States Code , Title 44,"Public Printing and Documents," Chapter 35, "Coordination of Federal Information Policy"
| |
| (44 U.S.C. 3501 et seq.), 104 th Congress of the United States of America, Washington, DC.
| |
| | |
| 44.Regulatory Guide 1.193, "ASME Code Cases Not Approved for Use," U.S. Nuclear RegulatoryCommission, Washington, DC.
| |
| | |
| 55.ASTM A 262-70, "Standard Practices for Detecting Susceptibility to Intergranular Attack inAustenitic Stainless Steels," American Society for Testing and Materials, West Conshohocken, PA.
| |
| | |
| 66.ASTM A 708-74, "Practice for Detection of Susceptibility to Intergranular Corrosion in SeverelySensitized Austenitic Stainless Steels," American Society for Testing and Materials, West Conshohocken, PA.
| |
| | |
| 67.Regulatory Guide 1.122, "Development of Floor Design Response Spectra for Seismic Design ofFloor-Supported Equipment or Components," U.S. Nuclear Regulatory Commission, Washington, DC.5
| |
| 7 All NUREG-series reports listed herein were published by the U.S. Nuclear Regulatory Commission. Most are availableelectronically through the Public Electronic R
| |
| eading Room on the NRC's public Web site, at http://www.nrc.gov/
| |
| reading-rm/doc-collections/nuregs/. Copies are available for inspection or copying for a fee from the NRC's PublicDocument Room at 11555 Rockville Pike, Rockville, MD; the PDR's mailing address is USNRC PDR, Washington, DC 20555; telephone (301) 415-4737 or (800) 397-4209; fax (301) 415-3548; email PDR@nrc.gov. In addition,copies are available at current rates from the U.S. Government Printing Office, P.O. Box 37082, Washington, DC
| |
| 20402-9328, telephone (202) 512-1800; or from the National Technical Information Service (NTIS), at 5285 Port Royal Road, Springfield, Virginia 22161, online at http://www.ntis.gov, by telephone at (800) 553-NTIS (6847) or (703)605-6000, or by fax to (703) 605-6900.
| |
| | |
| 8Copies of this regulatory analysis are available for inspection and copying for a fee at the NRC's Public DocumentRoom (PDR), which is located at 11555 Rockville Pike, Rockville, Maryland. The PDR's mailing address is USNRCPDR, Washington, DC 20555-0001. The PDR can also be reached by telephone at (301) 415-4737 or (800) 397-4209, by fax at (301) 415-3548, and by email to PDR@nrc.gov. RG 1.84, Rev. 34, Page 548.Regulatory Guide 1.61, "Damping Values for Seismic Design of Nuclear Power Plants," U.S.Nuclear Regulatory Commission, Washington, DC.
| |
| | |
| 59.NUREG/CR-3526, "Impact of Changes in Damping and Spectrum Peak Broadening on the SeismicResponse of Piping Systems," U.S. Nuclear Regulatory Commission, Washington, DC.
| |
| | |
| 710.Regulatory Guide 1.31, "Control of Ferrite Content in Stainless Steel Weld Metal," U.S. NuclearRegulatory Commission, Washington, DC.
| |
| | |
| 511.Regulatory Guide 1.44, "Control of the Use of Sensitized Stainless Steel," U.S. Nuclear RegulatoryCommission, Washington, DC.
| |
| | |
| 512.Regulatory Guide 1.67, "Installation of Over-Pressure Protection Devices," U.S. Nuclear RegulatoryCommission, Washington, DC.
| |
| | |
| 513.NUREG-0800, "Standard Review Plan for the Review of Safety Analysis Reports for Nuclear PowerPlants (LWR Edition)," Section 9.5.1, "Fire Protection System," U.S. Nuclear Regulatory Commission, Washington, DC.
| |
| | |
| 714.Regulatory Analysis for the Amendment to 10 CFR 50.55a, "Codes and Standards," U.S. NuclearRegulatory Commission, Washington, DC.
| |
| | |
| 8 Appendix A to DG-1133, Page A-1 APPENDIX A
| |
| SUPPLEMENTS ADDRESSED IN REVISION 34 OF REGULATORY GUIDE 1.84EditionSupplement NumberBNCS
| |
| 1 Approval Date of Code Cases in Supplement
| |
| 220017February 3, 200320018February 14, 2003
| |
| 20019May 9, 2003
| |
| 200110June 17, 2003
| |
| 200111November 18, 2003
| |
| 200112February 20, 2004
| |
| 20041May 4, 2004
| |
| 1 BNCS = ASME Board on Nuclear Codes and Standards
| |
| 2Publication of supplements approximately 6 months after BNCS approval.
| |
| | |
| 1Except for those Code Cases pertaining to high temperature gas-cooled reactors; Section III, Division 2; liquid metal; andsubmerged spent fuel waste casks.
| |
| | |
| 2 Code Case is not acceptable for use; see Rev. 2 of Regulatory Guide 1.193 (Ref. 4).
| |
| Appendix B to DG-1133, Page B-1 APPENDIX B
| |
| NUMERICAL LISTING OF SECTION III CODE CASES IN
| |
| SUPPLEMENT 7 THROUGH SUPPLEMENT 12, 2001 EDITION
| |
| AND SUPPLEMENT 1 TO THE 2004 EDITION
| |
| 1 N-7-1 N-60-5 N-62-7 N-71-18 N-122-2 N-131-1 N-133-3 N-154-1 N-155-2 N-160-1 N-208-1 N-243 N-249-14 N-284-1 2 N-292 N-315 N-318-5 N-319-3 N-369 N-373-2 N-391-2 N-393-3 N-405-1 N-452 N-454-1 N-455-1 N-464 N-469-1 N-500-2 N-505 N-511 N-519 2 N-520-1 N-530 2 N-539 N-564-2 N-579 N-596 N-607 N-610
| |
| N-611 N-620
| |
| N-621 N-625-1 N-632 N-635-1 N-642 N-644 N-644-1 N-645-1 2 N-646 N-650
| |
| N-659 2 N-659-1 2 N-673 2 N-692 N-693 N-698 N-703 N-710
| |
| N-717 2
| |
| 1Except for those Code Cases pertaining to high temperature gas-cooled reactors; Section III, Division 2; liquid metal; andsubmerged spent fuel waste casks.
| |
| | |
| 2 Code Case is not acceptable for use; see Rev. 2 of Regulatory Guide 1.193 (Ref. 4).
| |
| 3 Code Case was not been approved for use;
| |
| hence, never listed in previous versions of Regulatory Guides 1.84 or 1.85.
| |
| | |
| Appendix C to DG-1133, Page C-1 APPENDIX C
| |
| NUMERICAL LISTING OF SECTION III CODE CASES
| |
| 1 AND TABLE WHERE EACH CODE CASE IS LISTEDN-1-7 [T3] N-2 [T3]
| |
| N-3-10 [T3]
| |
| N-4-11 [T1]
| |
| N-5 [T5]
| |
| N-5-1 [T3]
| |
| N-6 [T3]
| |
| N-7 [T5]
| |
| N-7-1 [T1]
| |
| N-9-4 [T3]
| |
| N-10 [T3]
| |
| N-11-5 [T4]
| |
| N-15 [T3]
| |
| N-17 [T3]
| |
| N-20 [T5]
| |
| N-20-1 [T5]
| |
| N-20-2 [T5]
| |
| N-20-3 [T5]
| |
| N-20-4 [T3]
| |
| N-22 [T3]
| |
| N-24 [T3]
| |
| N-26 [T3]
| |
| N-30-1 [T3]
| |
| N-31 [T5]
| |
| N-31-1 [T4]
| |
| N-32-3 [T3]
| |
| N-32-4 [T4]
| |
| N-33 [T3]
| |
| N-35-1 [T3]
| |
| N-37-3 [T3]
| |
| N-41 [T3]
| |
| N-43 [T3]
| |
| N-46 [T3]
| |
| N-47-33 [T3]
| |
| N-48-2 [T3]N-49-4 [T3]N-50-1 [T3]
| |
| N-51-2 [T3]
| |
| N-55 [T5]
| |
| N-55-1 [T3]
| |
| N-56 [T3]
| |
| N-60 [T5]
| |
| N-60-1 [T5]
| |
| N-60-2 [T5]
| |
| N-60-3 [T5]
| |
| N-60-4 [T5]
| |
| N-60-5 [T1]
| |
| N-61 [T3]
| |
| N-62-2 [T5]
| |
| N-62-3 [T5]
| |
| N-62-4 [T5]
| |
| N-62-5 [T5]
| |
| N-62-6 [T5]
| |
| N-62-7 [T2]
| |
| N-65-1 [T3]
| |
| N-66-1 [T3]
| |
| N-68 [T3]
| |
| N-71-7 [T5]
| |
| N-71-8 [T5]
| |
| N-71-9 [T5]
| |
| N-71-10 [T5]
| |
| N-71-11 [T5]
| |
| N-71-12 [T5]
| |
| N-71-13 [T5]
| |
| N-71-14 [T5]
| |
| N-71-15 [T5]
| |
| N-71-16 [T5]
| |
| N-71-17 [T5]
| |
| N-71-18 [T2]
| |
| N-77 [T3]N-81 [T3]N-82 [T3]
| |
| N-84 [T3]
| |
| N-90 [T3]
| |
| N-92 [T4]
| |
| N-94 [T3]
| |
| N-95-1 [T5]
| |
| N-95-2 [T3]
| |
| N-96-1 [T3]
| |
| N-100 [T4]
| |
| N-101 [T3]
| |
| N-102-1 [T5]
| |
| N-102-2 [T3]
| |
| N-106-2 [T4]
| |
| N-107-1 [T3]
| |
| N-108 [T3]
| |
| N-109 [T3]
| |
| N-110 [T4]
| |
| N-111 [T3]
| |
| N-114 [T3]
| |
| N-115 [T3]
| |
| N-116 [T4]
| |
| N-119-2 [T5]
| |
| N-119-3 [T5]
| |
| N-119-4 [T5]
| |
| N-119-5 [T5]
| |
| N-119-6 [T3]
| |
| N-121 [T3]
| |
| N-122 [T5]
| |
| N-122-2 [T1]
| |
| N-123 [T3]
| |
| N-124 [T3]
| |
| N-125 [T3]
| |
| N-126 [T3]
| |
| N-127 [T3]N-131-1 [T1]N-133 [T5]
| |
| N-133-1 [T5]
| |
| N-133-2 [T5]
| |
| N-133-3 [T1]
| |
| N-139 [T3]
| |
| N-140 [T3]
| |
| N-142-1 [T3]
| |
| N-146-1 [T4]
| |
| N-147 [T3]
| |
| N-148 [T3]
| |
| N-154 [T5]
| |
| N-154-1 [T1]
| |
| N-155-2 [T2]
| |
| N-156 [T3]
| |
| N-157 [T3]
| |
| N-158 [T3]
| |
| N-159 [T3]
| |
| N-160 [T5]
| |
| N-160-1 [T1]
| |
| N-171 [T1]
| |
| N-174 [T3]
| |
| N-175 [T4]
| |
| N-176-1 [T3]
| |
| N-177 [T3]
| |
| N-178 [T3]
| |
| N-179 [T3]
| |
| N-180 [T3]
| |
| N-181 [T3]
| |
| N-182 [T3]
| |
| N-183 [T3]
| |
| N-184 [T3]
| |
| N-188 [T5]
| |
| N-188-1 [T3]
| |
| N-189 [T3]
| |
| Appendix C to DG-1133, Page C-2N-190 [T3]N-192 [T5]
| |
| N-192-1 [T5]
| |
| N-192-2 [T5]
| |
| N-192-3 [T1]
| |
| N-193 [T3]
| |
| N-196 [T5]
| |
| N-196-1 [T3]
| |
| N-199 [T4]
| |
| N-204 [T3]
| |
| N-205 [T1]
| |
| N-206 [T3]
| |
| N-207 [T5]
| |
| N-207-1 [T3]
| |
| N-208-1 [T1]
| |
| N-208-2 [T3]
| |
| N-212 [T3]
| |
| N-213 [T1]
| |
| N-214 [T5]
| |
| N-214-1 [T5]
| |
| N-214-2 [T3]
| |
| N-215 [T3]
| |
| N-217-1 [T3]
| |
| N-220 [T3]
| |
| N-223 [T3]
| |
| N-224 [T5]
| |
| N-224-1 [T3]
| |
| N-225 [T3]
| |
| N-226 [T3]
| |
| N-227 [T3]
| |
| N-228 [T3]
| |
| N-229 [T3]
| |
| N-231 [T3]
| |
| N-233 [T3]
| |
| N-237 [T5]
| |
| N-237-1 [T5]
| |
| N-237-2 [T3]
| |
| N-238 [T4]
| |
| N-240 [T3]
| |
| N-241 [T3]
| |
| N-242 [T5]
| |
| N-242-1 [T4]
| |
| N-243 [T1]
| |
| N-245 [T3]
| |
| N-246 [T5]
| |
| N-246-1 [T5]
| |
| N-246-2 [T3]
| |
| N-247 [T3]
| |
| N-248 [T3]N-249 [T5]N-249-1 [T5]
| |
| N-249-2 [T5]
| |
| N-249-3 [T5]
| |
| N-249-4 [T5]
| |
| N-249-5 [T5]
| |
| N-249-6 [T5]
| |
| N-249-7 [T5]
| |
| N-249-8 [T5]
| |
| N-249-9 [T5]
| |
| N-249-10 [T5]
| |
| N-249-11 [T5]
| |
| N-249-12 [T5]
| |
| N-249-13 [T5]
| |
| N-249-14 [T2]
| |
| N-252 [T4]
| |
| N-259 [T3]
| |
| N-260 [T5]
| |
| N-260-1 [T5]
| |
| N-260-2 [T4]
| |
| N-261 [T3]
| |
| N-262 [T3]
| |
| N-263 [T4]
| |
| N-265 [T5]
| |
| N-265-1 [T3]
| |
| N-267 [T3]
| |
| N-271 [T3]
| |
| N-272 [T3]
| |
| N-274 [T4]
| |
| N-275 [T4]
| |
| N-276 [T3]
| |
| N-277 [T3]
| |
| N-279 [T4]
| |
| N-280 [T3]
| |
| N-281 [T3]
| |
| N-282 [T3]
| |
| | |
| N-284 3 N-284-1 2N-292 [T4]
| |
| N-294 [T3]
| |
| N-295 [T3]
| |
| N-296 [T3]
| |
| N-298 [T3]
| |
| N-299 [T5]
| |
| N-299-1 [T3]
| |
| N-300 [T3]
| |
| N-302 [T3]
| |
| N-304 [T5]
| |
| N-304-1 [T5]N-304-2 [T5]N-304-3 [T5]
| |
| N-304-4 [T3]
| |
| N-309 [T5]
| |
| N-309-1 [T3]
| |
| N-310-1 [T4]
| |
| N-313 [T3]
| |
| N-314 [T4]
| |
| N-315 [T1]
| |
| N-316 [T3]
| |
| N-317 [T3]
| |
| N-318 [T5]
| |
| N-318-1 [T5]
| |
| N-318-2 [T5]
| |
| N-318-3 [T5]
| |
| N-318-4 [T5]
| |
| N-318-5 [T1]
| |
| N-319 [T5]
| |
| N-319-1 [T5]
| |
| N-319-2 [T5]
| |
| N-319-3 [T1]
| |
| N-320 [T3]
| |
| N-321 [T5]
| |
| N-321-1 [T3]
| |
| N-324 [T3]
| |
| N-328 [T3]
| |
| N-329 [T1]
| |
| N-336 [T3]
| |
| N-337 [T5]
| |
| N-337-1 [T3]
| |
| N-339 [T3]
| |
| N-341 [T3]
| |
| N-342 [T3]
| |
| N-345 [T5]
| |
| N-345-1 [T3]
| |
| N-346 [T3]
| |
| N-347 [T3]
| |
| N-348 [T4]
| |
| N-348-1 [T4]
| |
| N-348-2 [T4]
| |
| N-349 [T3]
| |
| N-350 [T4]
| |
| N-351 [T1]
| |
| N-352 [T5]
| |
| N-352-1 [T3]
| |
| N-353 [T3]
| |
| N-354-1 [T3]
| |
| N-355 [T3]
| |
| N-357 [T3]N-359 [T3]N-362 [T5]
| |
| N-362-1 [T5]
| |
| N-362-2 [T3]
| |
| N-367 [T3]
| |
| N-368 [T3]
| |
| N-369 [T1]
| |
| N-370 [T5]
| |
| N-370-1 [T5]
| |
| N-370-2 [T3]
| |
| N-371 [T5]
| |
| N-371-1 [T3]
| |
| N-372 [T3]
| |
| N-373-1 [T5]
| |
| N-373-2 [T1]
| |
| N-376 [T3]
| |
| N-377 [T3]
| |
| N-378 [T3]
| |
| N-379 [T5]
| |
| N-379-1 [T3]
| |
| N-383 [T5]
| |
| N-383-1 [T4]
| |
| N-384-1 [T3]
| |
| N-387 [T3]
| |
| N-388 [T3]
| |
| N-391 [T5]
| |
| N-391-1 [T5]
| |
| N-391-2 [T1]
| |
| N-392 [T5]
| |
| N-392-1 [T5]
| |
| N-392-2 [T5]
| |
| N-392-3 [T1]
| |
| N-393 [T3]
| |
| N-394 [T3]
| |
| N-395 [T3]
| |
| N-397 [T4]
| |
| N-398 [T4]
| |
| N-403 [T3]
| |
| N-404 [T4]
| |
| N-405-1 [T1]
| |
| N-410 [T3]
| |
| N-411 [T5]
| |
| N-411-1 [T4]
| |
| N-412 [T3]
| |
| N-413 [T3]
| |
| N-414 [T3]
| |
| N-418 [T5]
| |
| N-418-1 [T3]
| |
| N-420 [T3]
| |
| Appendix C to DG-1133, Page C-3N-421 [T3]N-430 [T4]
| |
| N-433 [T3]
| |
| N-438 [T5]
| |
| N-438-1 [T1][T5]
| |
| N-438-2 [T5]
| |
| N-438-3 [T5]
| |
| N-438-4 [T3]
| |
| N-439 [T5]
| |
| N-439-1 [T3]
| |
| N-440 [T5]
| |
| N-440-1 [T3]
| |
| N-441 [T5]
| |
| N-441-1 [T5]
| |
| N-441-2 [T3]
| |
| N-442 [T3]
| |
| N-443 [T5]
| |
| N-443-1 [T5]
| |
| N-443-2 [T3]
| |
| N-451 [T3]
| |
| N-452 [T1]
| |
| N-453 [T5]
| |
| N-453-1 [T5]
| |
| N-453-2 [T5]
| |
| N-453-3 [T1]
| |
| N-454 [T5]
| |
| N-454-1 [T1]
| |
| N-455 [T5]
| |
| N-455-1 [T1]
| |
| N-459 [T3]
| |
| N-462 [T3]
| |
| N-464 [T3]
| |
| N-466 [T5]
| |
| N-466-1 [T3]
| |
| N-468 [T3]
| |
| N-469 [T5]
| |
| N-469-1 [T1]
| |
| N-470 [T3]
| |
| N-474 [T5]
| |
| N-474-1 [T5]
| |
| N-474-2 [T3]
| |
| N-475 [T3]
| |
| N-476 [T3]
| |
| N-482 [T3]
| |
| | |
| N-483-2 2 N-483-3 2N-484 [T5]
| |
| N-484-1 [T3]
| |
| N-492 [T5]N-492-1 [T3]N-493 [T1]
| |
| N-497 [T5]
| |
| N-497-1 [T3]
| |
| | |
| N-500 3N-500-1 [T2]
| |
| N-500-2 [T1]
| |
| N-501 [T3]
| |
| N-502 [T3]
| |
| N-505 [T1]
| |
| N-507 [T3]
| |
| N-510 [T5]
| |
| | |
| N-510 2 N-510-1 2N-511 [T1]
| |
| | |
| N-519 2 [T3]N-520 [T5]
| |
| N-520-1 [T1]
| |
| N-525 [T1]
| |
| | |
| N-530 2N-539 [T1]
| |
| N-540 [T3]
| |
| N-548 [T1]
| |
| N-549 [T3]
| |
| N-550 [T3]
| |
| N-551 [T3]
| |
| N-558 [T1]
| |
| N-559 [T3]
| |
| N-564 [T5]
| |
| N-564-1 [T5]
| |
| N-564-2 [T1]
| |
| | |
| N-565 2N-570 [T1]
| |
| N-572 [T1]
| |
| N-579 [T1]
| |
| N-580 [T5]
| |
| N-580-1 [T1]
| |
| N-594 [T1]
| |
|
| |
|
| N-595 2 N-595-1 2 N-595-2 2N-595-3 [T2]
| | Special authorization may be granted for individual cases upon special request to the Commission. |
| N-596 [T3]
| |
| N-607 [T1]
| |
| N-608 [T3]
| |
| N-610 [T1]
| |
| N-611 [T1]
| |
| N-620 [T1]
| |
| N-621 [T1]N-625 [T5]N-625-1 [T1]
| |
| N-626 [T2]
| |
| N-631 [T1]
| |
| N-632 [T1]
| |
| N-635 [T5]
| |
| N-635-1 [T1]
| |
| N-636 [T1]
| |
| N-637 [T1]
| |
| N-642 [T1]
| |
| N-644 [T5]
| |
| N-644-1 [T1]
| |
|
| |
|
| N-645 2 N-645-1 2N-646 [T1]
| | 6. Code Cases for other Classes of components which are not on the approved list of this guide or other regulatory guides, or for which authorization by the Commission has not been granted, should not be considered acceptable on a generic basis. Specialiauthori. |
| N-650 [T1]
| |
| N-655 [T2]
| |
| N-656 [T2]
| |
| N-657 [T1]
| |
|
| |
|
| N-659 2 N-659-1 2 N-673 2N-692 [T1]
| | zation may be granted for individual cases upon special request to the Commission. |
|
| |
|
| N-693 2N-698 [T1]
| | 1361 3-9-72 Socket Welds, Section III This code case is approved when used in connec-tion with Section Ill, paragraph NB-3356, Fillet Welds.1569 3-3-72 Design of Piping for Pressure Relief Valve Station This code case is approved subject to the condi-tions established in Regulatory Guide 1.67, "In-stallation of Overpressure Devices." 2. Code Cases that are annulled by action of the ASME Council should be considered as deleted from the approved list as of the date of the ASME Council aclion.1.84-3 APPENDIX Numerical Listing of Code Cases 1355-3 1541-1 1361-2 1552 1461-1 1553 1470-2 1554 1.471-1 1555 1477-1 1569 1494-1 1573 1506 1574 1508 1575 1516-1 1580.1 1533 1581 1534 1588 1535.2 1601 1536 1606 1539 1607 1540-1 1614 1.84-4 APPENDIX NUMERICAL |
| N-703 [T1]
| | LISTING OF CODE CASES 1361,2 1541-1 1623 14610i 1552 1625 147&.2 1553 1633 1471-I 1555 1635-1 1477,1 1569 1636-1 1494,1 1573 1651 1506 1574 1508 1580-1 1516,1 1581* 1533 1588 1535-2 .1606 1536 1607* 1539 1614 1540.I 1620 1.84-5}} |
| N-710 [T1]
| |
| 1141-7 [T3]
| |
| 1332-6 [T5]
| |
| 1335-9 [T5]
| |
| 1337-9 [T5]
| |
| 1337-10 [T5]
| |
| 1361-2 [T4]
| |
| 1395-3 [T5]
| |
| 1407-2 [T5]
| |
| 1412-4 [T4]
| |
| 1414-3 [T5]
| |
| 1414-4 [T5]
| |
| 1423-2 [T4]
| |
| 1434-1 [T3]
| |
| 1461-1 [T3] | |
| 1470-2 [T3] | |
| 1471-1 [T3]
| |
| 1475-1 [T3]
| |
| 1477-1 [T3] | |
| 1484-1 [T5]
| |
| 1484-2 [T5]
| |
| 1492 [T5]
| |
| 1494-1 [T3]1506 [T3]1508 [T5] | |
| 1515 [T3]
| |
| 1516-1 [T5] | |
| 1521-1 [T4]
| |
| 1528-3 [T4]
| |
| 1529 [T3]
| |
| 1531 [T3]
| |
| 1532 [T3]
| |
| 1533 [T3] | |
| 1535-2 [T3] | |
| 1536 [T3] | |
| 1540-1 [T5] | |
| 1541-1 [T5] | |
| 1541-2 [T5]
| |
| 1552 [T5]
| |
| 1553 [T5]
| |
| 1553-1 [T3] | |
| 1555 [T5]
| |
| 1555-1 [T3] | |
| 1557-2 [T5]
| |
| 1567 [T3]
| |
| 1568 [T3]
| |
| 1569 [T4]
| |
| 1573 [T3] | |
| 1574 [T3] | |
| 1580-1 [T3] | |
| 1581 [T3] | |
| 1583 [T3]
| |
| 1587 [T3]
| |
| 1590 [T3]
| |
| 1601 [T3]
| |
| 1602-1 [T3]
| |
| 1603 [T3]
| |
| 1605 [T3]
| |
| 1606 [T5] | |
| 1606-1 [T4]
| |
| 1607 [T5]
| |
| 1607-1 [T4] | |
| 1608-1 [T3]
| |
| 1613 [T3]
| |
| 1614 [T3] | |
| 1615 [T3]
| |
| 1616 [T3]
| |
| 1618 [T5]
| |
| 1618-1 [T5]
| |
| 1622 [T3]
| |
| 1623 [T3]
| |
| 1625 [T3]
| |
| Appendix C to DG-1133, Page C-41626 [T5]1633 [T3]
| |
| 1634 [T5]
| |
| 1634-1 [T5]
| |
| 1635-1 [T4]
| |
| 1636-1 [T4]
| |
| 1637 [T3]
| |
| 1644 [T5]
| |
| 1644-1 [T5]
| |
| 1644-2 [T5]
| |
| 1644-3 [T5]
| |
| 1644-4 [T5]
| |
| 1644-5 [T5]
| |
| 1644-6 [T5]
| |
| 1645 [T3]
| |
| 1648 [T3]
| |
| 1649 [T3]
| |
| 1650 [T3]
| |
| 1651 [T3]
| |
| 1657 [T3]
| |
| 1659 [T3]
| |
| 1661 [T3]
| |
| 1662 [T3]
| |
| 1664 [T3]
| |
| 1666 [T3]
| |
| 1672 [T3]
| |
| 1675 [T3]
| |
| 1676 [T3]
| |
| 1678 [T3]
| |
| 1682 [T5]
| |
| 1682-1 [T3]
| |
| 1683 [T5]
| |
| 1683-1 [T3]
| |
| 1684 [T3]
| |
| 1685 [T3]
| |
| 1686 [T3]
| |
| 1689 [T5]
| |
| 1689-1 [T4]
| |
| 1690 [T3]
| |
| 1691 [T3]
| |
| 1695 [T5]
| |
| 1701 [T5]
| |
| 1702 [T5]
| |
| 1703 [T3]
| |
| 1706 [T3]
| |
| 1713 [T3]
| |
| 1714 [T5]
| |
| 1718 [T3]
| |
| 1719 [T3]1720 [T5]1720-1 [T5]
| |
| 1722 [T5]
| |
| 1728 [T3]
| |
| 1740 [T3]
| |
| 1741 [T5]
| |
| 1741-1 [T3]
| |
| 1742 [T3]
| |
| 1743 [T3]
| |
| 1755 [T5]
| |
| 1759 [T5]
| |
| 1760 [T3]
| |
| 1761 [T5]
| |
| 1765 [T3]
| |
| 1766 [T3]
| |
| 1767 [T3]
| |
| 1768 [T3]
| |
| 1769 [T5]
| |
| 1769-1 [T3]
| |
| 1773 [T3]
| |
| 1774 [T5]
| |
| 1775 [T3]
| |
| 1777 [T3]
| |
| 1780 [T5]
| |
| 1783 [T5]
| |
| 1783-1 [T4]
| |
| 1787 [T3]
| |
| 1798 [T3]
| |
| 1808 [T3]
| |
| 1810 [T3]
| |
| 1819 [T3]}}
| |
|
| |
|
| {{RG-Nav}} | | {{RG-Nav}} |