Regulatory Guide 1.84: Difference between revisions

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{{Adams
{{Adams
| number = ML16321A335
| number = ML101800532
| issue date = 03/31/2017
| issue date = 07/31/2010
| title = 7, Design, Fabrication, and Materials Code Case Acceptability ASME Section III
| title = 5, Design, Fabrication, and Materials Code Case Acceptability, ASME Section III
| author name = Facco G
| author name = Norris W
| author affiliation = NRC/RES
| author affiliation = NRC/RES/DE/CIB
| addressee name =  
| addressee name =  
| addressee affiliation =  
| addressee affiliation =  
| docket =  
| docket =  
| license number =  
| license number =  
| contact person = Giovanni Facco, 301-415-6337
| contact person = Norris, Wallace, RES/DE/CIB, 251-7650
| case reference number = NRC-2012-0059, RIN 3150-AJ13
| case reference number = DG-1191
| document report number = RG-1.084, Rev 37
| document report number = RG-1.084, Rev. 35
| document type = Regulatory Guide
| document type = Regulatory Guide
| page count = 59
| page count = 55
}}
}}
{{#Wiki_filter:U.S. NUCLEAR REGULATORY COMMISSION
{{#Wiki_filter:The NRC issues regulatory guides to describe and make available to the public methods that the NRC staff considers acceptable for use in implementing specific parts of the agency=s regulations, techniques that the staff uses in evaluating specific problems or postulated accidents, and data that the staff needs in reviewing applications for permits and licenses. Regulatory guides are not substitutes for regulations, and compliance with them is not required.  Methods and 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.
March 2017 OFFICE OF NUCLEAR REGULATORY RESEARCH
Revision 37 REGULATORY GUIDE


Technical Lead Giovanni Facco
This guide was issued after consideration of comments received from the public.


Written suggestions regarding this guide or development of new guides may be submitted through the NRCs public Web site under the Regulatory Guides document collection of the NRC Library at http://www.nrc.gov/reading-rm/doc-collections/reg-guides/contactus.html.
Regulatory guides are issued in 10 broad divisionsC1, Power Reactors; 2, Research and Test Reactors; 3, Fuels and Materials Facilities; 4, Environmental and Siting; 5, Materials and Plant Protection; 6, Products; 7, Transportation; 8, Occupational Health;
9, Antitrust and Financial Review; and 10, General.


Electronic copies of this regulatory guide, previous versions of this guide, and other recently issued guides are available through the NRCs public Web site under the Regulatory Guides document collection of the NRC Library at http://www.nrc.gov/reading-rm/doc-collections/. 
Electronic copies of this guide and other recently issued guides are available through the NRC=s public Web site under the Regulatory 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 Management System (ADAMS) at http://www.nrc.gov/reading-rm/adams.html, under Accession No. ML101800532.
The regulatory guide is also available through the NRCs Agencywide Documents Access and Management System (ADAMS) at http://www.nrc.gov/reading-rm/adams.html, under ADAMS Accession No. ML16321A335. The regulatory basis for this guide is the regulatory analysis prepared for the amendment to 10 CFR 50.55a (ADAMS Accession No. ML16285A013. The staff responses to the public comments on DG-1295 may be found under ADAMS Accession No. ML16285A012.


REGULATORY GUIDE 1.84 (Draft was issued as DG-1295, dated March 2016)  
U.S. NUCLEAR REGULATORY COMMISSION            October 2010
                                                                                            Revision 35 REGULATORY GUIDE
OFFICE OF NUCLEAR REGULATORY RESEARCH
 
REGULATORY GUIDE 1.84 (Draft was issued as DG-1191, dated June 2009)  


DESIGN, FABRICATION, AND MATERIALS CODE CASE  
DESIGN, FABRICATION, AND MATERIALS CODE CASE  
ACCEPTABILITY, ASME SECTION III  
ACCEPTABILITY, ASME SECTION III  


Purpose
==A. INTRODUCTION==
 
General Design Criterion (GDC) 1, AQuality Standards and Records,@ of Appendix A, AGeneral Design Criteria for Nuclear Power Plants,@ to Title 10, Part 50, of the Code of Federal Regulations  
This regulatory guide (RG) lists the American Society of Mechanical Engineers (ASME)
(10 CFR Part 50), ADomestic Licensing of Production and Utilization Facilities@ (Ref. 1), requires, in part, that structures, systems, and components important to safety be designed, fabricated, erected, and tested to quality standards commensurate with the importance of the safety function to be performed. Where generally recognized codes and standards are used, Criterion 1 requires that they be identified and evaluated to determine their applicability, adequacy, and sufficiency and be supplemented or modified as necessary to ensure a quality product in keeping with the required safety function.
Section III Code Cases that the U.S. Nuclear Regulatory Commission (NRC) has approved for use as voluntary alternatives to the mandatory ASME Boiler and Pressure Vessel (BPV) Code provisions that are incorporated by reference into Title 10, Part 50, of the Code of Federal Regulations (10 CFR Part 50),  
Domestic Licensing of Production and Utilization Facilities (Ref. 1).
 
Applicability
 
This RG applies to reactor licensees subject to 10 CFR Part 50, Section 50.55a, Codes and Standards.
 
Applicable Rules and Regulations
 
*
General Design Criterion (GDC) 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 designed, fabricated, erected, and tested to quality standards commensurate with the importance of the safety function to be performed.
 
Where generally recognized codes and standards are used, Criterion 1 requires that they be identified and evaluated to determine their applicability, adequacy, and sufficiency and be supplemented or modified as necessary to ensure a quality product in keeping with the required safety function.


*
Criterion 30, AQuality of Reactor Coolant Pressure Boundary,@ of Appendix A to 10 CFR Part 50  
Criterion 30, Quality of Reactor Coolant Pressure Boundary, of Appendix A to 10 CFR Part 50  
requires, 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.
requires, 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.


RG 1.84, Page 2
Appendix B, AQuality Assurance Criteria for Nuclear Power Plants and Fuel Processing 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.
Appendix B, Quality Assurance Criteria for Nuclear Power Plants and Fuel Processing 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.


*
Provisions of the American Society of Mechanical 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 components important to safety.  Among other things, ASME standards committees develop improved methods for the construction and inservice inspection (ISI) of ASME Class 1, 2, 3, MC (metal containment), and CC
The regulation in 10 CFR 50.55a(c), Reactor Coolant Pressure Boundary, requires, in part, that components 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 (Ref. 2), of the ASME BPV Code or equivalent quality standards.


Related Guidance
Rev. 35 of RG 1.84, Page 2 (concrete containment) nuclear power plant components.  A broad spectrum of stakeholders participates in the ASME process, which helps to ensure that the various interests are considered.


*
The regulation in 10 CFR 50.55a(c), AReactor Coolant Pressure Boundary,@ requires, in part, that components 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, ARules for Construction of Nuclear Power Plant Components,@ of the ASME BPV Code (Ref. 2) or equivalent quality standards.
Regulatory Guide 1.147, Inservice Inspection Code Case Acceptability, ASME Section XI,  
Division 1 (Ref. 3), lists the ASME Section XI Code Cases that the NRC has approved for use as voluntary alternatives to the mandatory ASME BPV Code provisions that are incorporated into
10 CFR 50.55a.


*
The ASME publishes a new edition of the BPV Code, which includes Section III, every 3 years, and new addenda every year. The latest editions and addenda of Section III that the U.S. Nuclear Regulatory Commission (NRC) has approved for use are referenced in 10 CFR 50.55a(b).  The ASME also publishes Code 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 acceptable alternatives to applicable parts of Section III.  Section III Code Cases not yet endorsed by the NRC may be used by a licensee or applicant through 10 CFR 50.55a(a)(3).  That section permits the use of alternatives to the Code requirements referenced in 10 CFR 50.55a provided that the proposed alternatives result in an acceptable level of quality and safety, and that their use is authorized by the Director of the Office of Nuclear Reactor Regulation.
Regulatory Guide 1.192, Operation and Maintenance Code Case Acceptability, ASME OM
Code (Ref. 4), lists the ASME Operation and Maintenance Code (OM Code) Code Cases that the NRC has approved for use as voluntary alternatives to the mandatory ASME OM Code provisions that are incorporated into 10 CFR 50.55a.


*
The ASME Code is incorporated by reference into 10 CFR 50.55a. Code Cases approved by the NRC 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.
Regulatory Guide 1.193, ASME Code Cases Not Approved for Use (Ref. 5), lists the ASME
Section III and Section XI Code Cases that the NRC has not approved for generic use.


Purpose of This Regulatory Guide
Because of continuing change in the status of Code Cases, the staff plans periodic updates to 10 CFR
50.55a and this guide to accommodate new Code Cases and any revisions of existing Code Cases.


The NRC will amend 10 CFR 50.55a to incorporate by reference the new Code Cases and revisions to existing Code Cases listed as approved in Tables 1 and 2 of this guide, and to state the requirements governing the use of Code Cases.  Code Cases approved by the NRC may be used voluntarily by licensees as an alternative to compliance with ASME Code provisions that have been incorporated by reference into 10 CFR 50.55a.  Because of continuing change in the status of Code Cases, the staff plans periodic updates to 10 CFR 50.55a and this guide to accommodate new Code Cases and any revisions of existing Code Cases.
This regulatory guide does not contain any new or amended information collection requirement subject to the Paperwork Reduction Act of 1995 (Ref. 3).  This regulatory guide does, however, contain existing information collections that are covered by the requirements of 10 CFR Part 50, which the Office of Management and Budget (OMB) approved under OMB control number 3150-0011. The NRC may neither conduct nor sponsor, and a person is not required to respond to, an information collection request or requirement unless the requesting document displays a currently valid OMB control number.
 
Paperwork Reduction Act
 
This RG contains and references information collections covered by 10 CFR Part 50 that are subject to the Paperwork Reduction Act of 1995 (44 U.S.C. 3501 et seq.).  These information collections were approved by the Office of Management and Budget (OMB), control number 3150-0011.
 
Public Protection Notification
 
The NRC may not conduct or sponsor, and a person is not required to respond to, a request for information or an information collection requirement unless the requesting document displays a currently valid OMB control number.
 
RG 1.84, Page 3


==B. DISCUSSION==
==B. DISCUSSION==
Reason for Revision  
Regulatory Guide 1.84 lists all Section III Code Cases that the NRC has approved for use.  For Revision 35 of the guide, the NRC reviewed the Section III Code Cases listed in Supplements 2B11 to the
2004 Edition of the ASME BPV Code and Supplement 0 to the 2007 Edition (Supplement 0 also serves as Supplement 12 to the 2004 Edition).1  Appendix A to this guide lists the supplements reviewed, the applicable edition, and the date on which each supplement was approved by the ASME Board on Nuclear Codes and Standards.  Appendix B is a list of the Section III Code Cases addressed in the eleven supplements.  Finally, Appendix C is a current list of all Section III Code Cases.  The Code Cases addressed by this regulatory guide are listed in five tables:


This revision (Revision 37) of RG 1.84 includes new information reviewed by the NRC of Section III Code Cases listed in Supplement 11 to the 2007 Edition and Supplements 0 through 10 to the  
(1)  
2010 Edition.  This is an update to RG 1.84, Revision 36, which included information from Supplements
Table 1, AAcceptable Section III Code Cases,@ contains the Code Cases that are acceptable to the NRC for application in the design and construction of light-water-cooled nuclear power plants.
1 through 10 to the 2007 Edition.


Background
1 Except 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.


Provisions of the ASME 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 components important to safety. Among other things, ASME standards committees develop improved methods for the construction and inservice inspection (ISI) of ASME Class
Rev. 35 of RG 1.84, Page 3
1, 2, 3, MC (metal containment), and CC (concrete containment) nuclear power plant components.  A
(2)  
broad spectrum of stakeholders participates in the ASME process, which helps to ensure that the various interests are considered.
Table 2, AConditionally Acceptable Section III Code Cases,@ contains Code Cases that are acceptable 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 requirements must be supplemented in order to provide an acceptable level of quality and safety).  


The ASME publishes a new edition of the BPV Code, which includes Section III, every 2 years.
(3)
Table 3, AAnnulled Unconditionally Approved Section III Code Cases,@ contains the Code Cases that have been annulled by the ASME.


The latest edition of Section III that the NRC has approved for use are referenced in 10 CFR
(4)
50.55a(a)(1)(i).  The ASME also publishes Code 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 acceptable alternatives to applicable parts of Section III.  Section III Code Cases not yet endorsed by the NRC may be used by a licensee or applicant through 10 CFR 50.55a(z). 
Table 4, AAnnulled Conditionally Acceptable Section III Code Cases,@ contains the Code Cases that the NRC determined to be acceptable, provided that they were used with the identified limitations or modifications, but were subsequently annulled by the ASME.
That section permits the use of alternatives to the Code requirements referenced in 10 CFR 50.55a provided that the proposed alternatives result in an acceptable level of quality and safety, and that their use is authorized by the Director of the Office of Nuclear Reactor Regulation, or Office of New Reactors, as applicable.


The ASME Code is incorporated by reference into 10 CFR 50.55a.  Code Cases approved by the NRC provide an acceptable voluntary alternative to the mandatory ASME Code provisions.
(5)
Table 5, ASection III Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974,@ lists Code Cases that have been superseded through revision.


Requirements related to Code Case implementation are provided in 10 CFR 50.55a(b).  When a licensee initially applies a Code Case listed in Tables 1 or 2 of this guide, the licensee must implement the most recent version of that Code Case incorporated by reference in 10 CFR 50.55a.
Code Cases that the NRC determined to be unacceptable are listed in Regulatory Guide 1.193, AASME Code Cases Not Approved for Use@ (Ref. 4).  


Code Cases may be annulled because the provisions have been incorporated into the Code, the application for which it was specifically developed no longer exists, or experience has shown that the design analysis or construction method is no longer required.  After the ASME annuls a Code Case and the NRC amends 10 CFR 50.55a and this guide, applicants or licensees may not implement that Code Case for the first time.  However, a licensee or an applicant who implemented the Code Case prior to annulment may continue to use that Code Case until the licensee voluntarily updates its Section III Code of record.  If a Code Case is incorporated by reference into 10 CFR 50.55a and later annulled by the ASME because experience has shown that the design analysis or construction method is no longer required, the NRC will amend 10 CFR 50.55a and this guide to remove the approval of the annulled Code Case.  Licensees or applicants should not begin to implement such annulled Code Cases in advance of the rulemaking. Notwithstanding these requirements, the Commission may impose new or revised Code
Code Cases provide alternatives to existing Code requirements that the ASME developed and approved.  The new Code Cases and revisions to existing Code Cases listed as approved in Tables 1 and 2 of this guide are incorporated by reference into 10 CFR 50.55a.  Code Cases approved by the NRC may be used voluntarily by licensees as an alternative to compliance with ASME Code provisions that have been incorporated by reference into 10 CFR 50.55a.


RG 1.84, Page 4 requirements, including implementation schedules, which it determines are consistent with the Backfit Rule (10 CFR 50.109).  
Requirements related to Code Case implementation are provided in 10 CFR 50.55a(b).  When a licensee initially applies a Code Case listed in Tables 1 or 2, the licensee must implement the most recent version of that Code Case incorporated by reference in 10 CFR 50.55a.


A Code Case may be revised, for example, to incorporate user experience.  The older or superseded version of the Code Case cannot be applied by the licensee or applicant for the first time.  If an applicant or a licensee applied a Code Case listed in Tables 1 or 2 of this guide before it was listed as superseded, the applicant or the licensee may continue to use the Code Case until the applicant or the licensee updates its construction Code of Record (in the case of an applicant, updates its application).  If a Code Case is incorporated by reference into 10 CFR Part 50.55a and later a revised version is issued by the ASME because experience has shown that the design analysis, construction method, examination method, or testing method is inadequate; the NRC will amend 10 CFR Part 50.55a and the relevant RG to remove the approval of the superseded Code Case.  Applicants and licensees should not begin to implement such superseded Code Cases in advance of the rulemaking.
Code Cases may be annulled because the provisions have been incorporated into the Code, the application for which it was specifically developed no longer exists, or experience has shown that the design analysis or construction method is no longer adequate.  After the ASME annuls a Code Case and the 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 that Code Case until the licensee voluntarily updates its Section III Code of record.  If a Code Case is incorporated by reference into 10 CFR 50.55a and later annulled by the ASME because experience has shown 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 to implement 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.
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, Page 5 C.  STAFF REGULATORY GUIDANCE
Rev. 35 of RG 1.84, Page 4  
 
For Revision 37 of Regulatory Guide 1.84, the NRC reviewed the Section III Code Cases listed in Supplement 11 to the 2007 Edition and Supplements 0 through 10 to the 2010 Edition of the ASME BPV
Code1.  Appendix A to this guide lists the supplements reviewed, the edition, the supplement number, and the date on which the supplement was approved by the ASME Board on Nuclear Codes and Standards.
 
Appendix B is a list of the Section III Code Cases published by the ASME in the eleven supplements.
 
Finally, Appendix C is a current list of all Section III Code Cases.  The Code Cases addressed by this regulatory guide are listed in five tables:
 
(1)
Table 1, Acceptable Section III Code Cases, contains the Code Cases that are acceptable to the NRC for application in the design and construction of light-water-cooled nuclear power plants.
 
(2)
Table 2, Conditionally Acceptable Section III Code Cases, contains Code Cases that are acceptable provided that they are used with the identified conditions (i.e., the Code Case is generally acceptable but the NRC has determined that requirements in the Code Case, which are alternatives to the BPV Code, must be supplemented in order to provide an acceptable level of quality and safety).
 
(3)
Table 3, Annulled Unconditionally Approved Section III Code Cases, contains the Code Cases that have been annulled by the ASME.
 
(4)
Table 4, Annulled Conditionally Acceptable Section III Code Cases, contains the Code Cases that the NRC determined to be acceptable, provided that they were used with the identified conditions, but were subsequently annulled by the ASME.
 
(5)
Table 5, Section III Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974, lists Code Cases that have been superseded through revision.


==C. REGULATORY POSITION==
1.
1.


Acceptable Code Cases  
Acceptable Code Cases  


The Code Cases listed in Table 1 below are acceptable to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plants.  Code Cases are published quarterly in supplements to each edition.  For Code Cases previously listed in this guide, the third column of Table 1 lists the date of ASME approval.  For new or revised Code Cases, the third column of Table 1 lists the supplement and edition in which each Code Case was published (e.g., 5/10E
The Code Cases listed in Table 1 below are acceptable to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plant
means Code Case Supplement 5 to the 2010 Edition).


1 Except for Code Cases pertaining to high-temperature gas-cooled reactors; certain requirements in Section III, Division 2, not endorsed by the NRC; Section III, Division 2; and liquid metal.
====s. The ASME ====
issues a new edition of Section III every 3 years.  Code Cases are published quarterly in supplements to each edition. Hence, there are 12 supplements to each edition.


RG 1.84, Page 6 Table 1.  Acceptable Section III Code Cases  
Table 1.  Acceptable Section III Code Cases  


Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/
Code Case Number Table 1 Acceptable Section III Code Cases Date N-4-12 Special Type 403 Modified Forgings or Bars, Section III, Division 1, Class 1 and CS  
Edition N-4-13 Special Type 403 Modified Forgings or Bars, Section III, Division 1, Class 1 and CS  
10/18/04 N-60-5 Material for Core Support Structures, Section III, Division 1
2/12/08 N-131-1  
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
2/03/03 N-131-1    
(1759-1)  
(1759-1)  
Material for Internal Pressure Retaining Items for Pressure Relief Valves, Section III, Division 1, Class 1, 2, and 3
Material for Internal Pressure Retaining Items for Pressure Relief Valves, Section III, Division 1, Class 1, 2, and 3  
2/03/03 N-133-3 Use of SB-148 Alloys 952 and 954, Section III, Division 1, Class 3
2/03/03 N-133-3 Use of SB-148 Alloys 952 and 954, Section III, Division 1, Class 3  
2/03/03 N-154-1 Projection Resistance Welding of Valve Seats, Section III, Division 1, Classes 1, 2, and 3  
2/03/03 N-154-1 Projection Resistance Welding of Valve Seats, Section III, Division 1, Classes 1, 2, and 3  
2/03/03 N-171 Postweld Heat Treatment of P-No. 1 Material, Section III, Division 2
2/03/03 N-160-1 Finned Tubing for Construction, Section III, Division 1
2/03/03 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  
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
7/23/02 N-205 Use of Ductile Iron SA-395, Section III, Division 1, Class 3  
2/25/02 N-213 Welded Radial Shear Bar Assemblies, Section III, Division 2
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
2/25/02 N-284-3 Metal Containment Shell Buckling Design Methods, Class MC, TC, and SC
2/14/03 N-213 Welded Radial Shear Bar Assemblies, Section III, Division 2  
Construction, Section III, Divisions 1 and 3 Note: Code Case N-284-2 was unconditionally approved in Revision 36 of RG 1.84.
2/25/02 N-243 Boundaries Within Castings Used for Core Support Structures, Section III,
Division 1, Class CS
2/03/03 N-284-2 Metal Containment Shell Buckling Design Methods, Class MC, Section III,  
Division 1
1/10/07 N-315 Repair of Bellows, Section III, Division 1  
2/03/03


7/10E
Rev. 35 of RG 1.84, Page 5 Code Case Number Table 1 Acceptable Section III Code Cases Date N-318-5 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 2 or 3 Piping, Section III, Division 1  
N-315 Repair of Bellows, Section III, Division 1
2/03/03 N-319-3 Alternate Procedure for Evaluation of Stresses in Butt Welding Elbows in Class 1 Piping, Section III, Division 1  
2/03/03 N-319-3 Alternate Procedure for Evaluation of Stresses in Butt Welding Elbows in Class 1 Piping, Section III, Division 1
2/03/03 N-329 Examination of Bar Material, Section III, Division 1, Class 1
2/03/03 N-351 Use of Subsize Charpy V-Notch Specimens, Section III, Division 1
7/23/02 N-351 Use of Subsize Charpy V-Notch Specimens, Section III, Division 1  
1/17/00  
1/17/00  
N-369 Resistance Welding of Bellows, Section III, Division 1
N-369 Resistance Welding of Bellows, Section III, Division 1  
5/09/03 N-373-3 Alternative PWHT Time at Temperature for P-No. 5A or P-No. 5B Group 1 Material, Classes 1, 2, and 3
5/09/03 N-373-3 Alternative PWHT Time at Temperature for P-No. 5A or P-No. 5B Group 1 Material, Classes 1, 2, and 3  
10/08/04 N-405-1 Socket Welds, Section III, Division 1
10/08/04 N-391-2 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping, Section III, Division 1
2/20/04 N-438-1 UNS N08367, Section III, Division 1, Class 2 and 3 Construction
5/04/04 N-392-3 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping, Section III, Division 1
5/24/96 N-452 Specialized Subcontracted Welding Process (Electron Beam Welding),  
5/04/04 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-452 Specialized Subcontracted Welding Process (Electron Beam Welding),    
Section III, Division 1  
Section III, Division 1  
5/09/03 N-453-3 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) for Class 2 and 3 Construction, Section III, Division 1
5/09/03 N-453-3 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) for Class 2 and 3 Construction, Section III, Division 1  
8/14/01 N-454-1 Nickel-Chromium-Molybdenum-Copper Stainless Steels (UNS N08925 and N08926) Wrought Fittings for Class 2 and 3 Construction, Section III,   
8/14/01 N-454-1 Nickel-Chromium-Molybdenum-Copper Stainless Steels (UNS N08925 and N08926) Wrought Fittings for Class 2 and 3 Construction, Section III,   
Division 1  
Division 1  
Line 186: Line 147:
6/17/03 N-469-1 Martensitic Stainless Steel for Class 1, 2, and 3 Components, Section III,  
6/17/03 N-469-1 Martensitic Stainless Steel for Class 1, 2, and 3 Components, Section III,  
Division 1  
Division 1  
2/03/03  
2/03/03 N-493 Alternative Radiographic Acceptance Criteria 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,        
RG 1.84, Page 7 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/
Section III, Division 1  
Edition N-493 Alternative Radiographic Acceptance Criteria for Vessels Used as Shipping Casks, Section III, Division 1, Class 1
2/20/04
7/23/02 N-500-4 Alternative Rules for Standard Supports for Classes 1, 2, 3 and MC,  
Section III, Division 1 Note 1: Code Case N-500-2 was unconditionally approved in Revision 36 of RG 1.84.


Note 2: Code Case N-500-3 was published in Supplement 11 to the 2007 Edition.  Thus, the latest version (i.e., N-500-4) is listed in the table.
Rev. 35 of RG 1.84, Page 6 Code Case Number Table 1 Acceptable Section III Code Cases Date N-505 Alternative Rules for the Examination of Butt Welds Used as Closure Welds for Electrical Penetration Assemblies in Containment Structures, Section III,  
 
8/10E
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  
Division 1  
5/04/04 N-511 Design Temperature for Atmospheric and 0-15 psi Storage Tanks, Section III,  
5/04/04 N-511 Design Temperature for Atmospheric and 0-15 psi Storage Tanks, Section III,  
Division 1  
Division 1  
5/04/04 N-520-5 Alternative Rules for Renewal of Active or Expired N-type Certificates for Plants Not in Active Construction, Section III, Division 1 Note:  Code Case N-520-2 was conditionally approved in Revision 36 of RG 1.84.
5/04/04 N-520-1 Alternative Rules for Renewal of N-type Certificates for Plants Not in Active Construction, Section III, Division 1  
 
5/09/03 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,  
10/10E
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 N-548 Air Cooling of SA-182 Grades F304, F304L, F316, F316L Forgings Instead of Liquid Quenching After Solution Heat Treatment, Class 1, 2, and 3, Section III,  
Division 1  
Division 1  
7/23/02 N-539 UNS N08367 in Class 2 and 3 Valves, Section III, Division 1
2/20/04 N-548 Air Cooling of SA-182 Grades F304, F304L, F316, F316L Forgings Instead of Liquid Quenching After Solution Heat Treatment, Class 1, 2, and 3, Section III, Division 1
9/07/01 N-558 Stamping of Class 2 Vessels Fabricated to Subsection NB, Section III,     
9/07/01 N-558 Stamping of Class 2 Vessels Fabricated to Subsection NB, Section III,     
Division 1  
Division 1  
2/25/02 N-564-2 UNS J93380, Alloy CD3MWCuN, Class 2 and 3 Construction, Section III,  
2/25/02 N-564-2 UNS J93380, Alloy CD3MWCuN, Class 2 and 3 Construction, Section III,  
Division 1  
Division 1  
2/03/03 N-570-2 Alternative Rules for Linear Piping and Linear Standard Supports for Classes
2/03/03 N-579 Use of Nonstandard Nuts, Class 1, 2, and 3, MC, CS Components and Supports Construction, Section III, Division 1  
1, 2, 3, and MC, Section III, Division 1
2/03/03 N-580-1 Use of Alloy 600 With Columbium Added, Section III, Division 1  
9/09/08 N-579 Use of Nonstandard Nuts, Class 1, 2, and 3, MC, CS Components and Supports Construction, 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  
2/03/03 N-580-2 Use of Alloy 600 With Columbium Added, Section III, Division 1
3/28/01 N-607 Guidance on Implementation of NS Certificate of Accreditation, Section III,   
1/04/08 N-594-1 Repairs to P-4 and P-5A Castings Without Postweld Heat Treatment Class 1, 2, and 3 Construction, Section III, Division 1 Note: Code Case N-594 was unconditionally approved in Revision 36 of RG 1.84.
 
8/10E
N-607 Guidance on Implementation of NS Certificate of Accreditation, Section III,   
Division 1  
Division 1  
5/04/04 N-610  
5/04/04 N-610  
Alternative Reference Stress Intensity Factor (K1R) Curve for Class Components, Section III, Division 1
Alternative Reference Stress Intensity Factor (K1R) Curve for Class Components, Section III, Division 1  
5/04/04  
5/04/04 N-611 Use of Stress Limits as an Alternate to Pressure Limits Subsection NC/ND-3500, Section III, Division 1  
 
RG 1.84, Page 8 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/
Edition 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  
2/20/04 N-620  
Rules for Class 1 Type M Pumps, Section III, Division 1
Rules for Class 1 Type M Pumps, Section III, Division 1  
5/04/04 N-621-1 Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800F, Section III,  
5/04/04 N-621-1 Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800EF, Section III,  
Division 1  
Division 1  
10/08/04 N-625-1 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800F, Section III,  
10/08/04 N-625-1 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800EF, Section III,  
Division 1  
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  
2/20/04  
 
Rev. 35 of RG 1.84, Page 7 Code Case Number Table 1 Acceptable Section III Code Cases Date 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  
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
Containment Liners, Section III, Division 2  
2/03/03 N-635-1 Use 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
2/03/03 N-635-1 Use 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-636 Use of 18Cr-13Ni-3Mo (Alloy UNS S31703), 19Cr-15Ni-4Mo (Alloy UNS  
2/14/03 N-636 Use of 18Cr-13Ni-3Mo (Alloy UNS S31703), 19Cr-15Ni-4Mo (Alloy UNS  
S31725), 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  
S31725), 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-637-1 Use of 44Fe-25Ni-21Cr-Mo (Alloy UNS N08904) Plate, Bar, Fittings, Welded Pipe, and Welded Tube, Classes 2 and 3, Section III, Division 1 Note:  Code Case N-637 was conditionally approved in Revision 35 of RG 1.84.
7/23/02 N-637 Use of 44Fe-25Ni-21Cr-Mo (Alloy UNS N08904) Plate, Bar, Fittings, Welded Pipe, and Welded Tube, Classes 2 and 3, Section III, Division 1  
 
9/24/99 N-642 Alternative Rules for Progressive Liquid Penetrant Examination of Groove Welds In P-No. 8 Materials 3/16 in. (5 mm) Thick and Less Made by Autogenous Machine or Automatic Welding, Section III, Division 1  
3/10E
2/03/03 N-644-1 Weld Procedure Qualification for Procedures Exempt From PWHT in Classes 1, 2, and 3 Construction, Section III, Division 1  
N-642 Alternative Rules for Progressive Liquid Penetrant Examination of Groove Welds In P-No. 8 Materials 3/16 in. (5 mm) Thick and Less Made by Autogenous Machine or Automatic Welding, 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  
2/03/03 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  
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
Use of SA-537, Class 2 Plate Material in Non-pressure Boundary Application Service 700EF to 850EF, Class 1 or CS, Section III, Division 1  
2/20/04 N-655-2 Use of SA-738, Grade B, for Metal Containment Vessels, Class MC, Section III,
2/20/04 N-657 Use of the N-1A Data Report for Spent Fuel Canisters, Section III, Division 1  
Division 1 Note:  Code Case N-655-1 was unconditionally approved in Revision 36 of RG 1.84.
2/25/02 N-692 Use of Standard Welding Procedures, Section III, Divisions 1 and 2  
 
4/10E
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
6/17/03 N-698 Design Stress Intensities and Yield Strength for UNS N06690 With a Minimum Specified Yield Strength of 35 ksi (240 Mpa), Class 1 Components, Section III,  
6/17/03 N-698 Design Stress Intensities and Yield Strength for UNS N06690 With a Minimum Specified Yield Strength of 35 ksi (240 Mpa), Class 1 Components, Section III,  
Division 1  
Division 1  
11/18/03  
11/18/03 N-699 Use of Titanium Grade 2 (UNS R50400) Tube and Bar, and Grade 1 (UNS R50250) Plate and Sheet for Class 1 Construction, Section III,       
Division 1
1/05/06 N-703 Use of Strain Hardened Austenitic Material 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 N-725 Design Stress Values for UNS N06690 With Minimum Specified Yield Strength of 35 ksi (240 Mpa), Classes 2 and 3 Components, Section III, Division 1
1/12/05


RG 1.84, Page 9 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/
Rev. 35 of RG 1.84, Page 8 Code Case Number Table 1 Acceptable Section III Code Cases Date N-727 Dissimilar Welding Using Continuous Drive Friction Welding for Reactor Vessel CRDM/CEDM Nozzle to Flange/Adapter Welds, Classes 1, Section III,
Edition N-699 Use of Titanium Grade 2 (UNS R50400) Tube and Bar, and Grade 1 (UNS R50250) Plate and Sheet for Class 1 Construction, Section III, Division 1
Division 1
1/05/06 N-703 Use of Strain Hardened Austenitic Material at Lower Design Stress Values for Class 1 Valves, Section III, Division 1
2/24/06 N-732 Magnetic Particles Examination of forgings for Construction, Section III,  
5/04/04 N-708
 
Use of JIS G-4303, Grades SUS304, SUS304L, SUS316, and SUS316L, 
Section III, Division 1
9/21/07 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 N-725 Design Stress Values for UNS N06690 With Minimum Specified Yield Strength of 35 ksi (240 Mpa), Classes 2 and 3 Components, Section III, Division 1
1/12/05 N-727 Dissimilar Welding Using Continuous Drive Friction Welding for Reactor Vessel CRDM/CEDM Nozzle to Flange/Adapter Welds, Classes 1, Section III,  
Division 1  
Division 1  
2/24/06 N-736 Use UNS S32050 Welded and Seamless Pipe and Tubing, Forgings, and Plates Conforming to SA-249/SA-249M, SA-479/SA-479M, and SA-240/SA-240M, and Grade CK35MN Castings Conforming to ASTM A 743-03 for Construction of Class 1, 2, and 3 Components, Section III, Division 1
1/20/05 N-736 Use UNS S32050 Welded and Seamless Pipe and Tubing, Forgings, and Plates Conforming to SA-249/SA-249M, SA-479/SA-479M, and SA-240/SA-240M, and Grade CK35MN Castings Conforming to ASTM A 743-03 for Construction of Class 1, 2, and 3 Components, Section III, Division 1  
1/05/06 N-738 NDE of Full Penetration Butt Welds in Class 2 Supports, Section III,       
1/05/06 N-738 NDE of Full Penetration Butt Welds in Class 2 Supports, Section III,       
Division 1  
Division 1  
7/01/05 N-741 Use of 22Cr-5Ni-3Mo-N (Alloy UNS S32205 Austenitic/ferritic Duplex Stainless Steel) Forging, Plate, Welded and Seamless Pipe Tubing, and Fittings to SA-240, SA-0789, A 790-04a, SA-815, Classes 2 and 3, Section III,  
7/01/05 N-741 Use of 22Cr-5Ni-3Mo-N (Alloy UNS S32205 Austenitic/Ferritic Duplex Stainless Steel) Forging, Plate, Welded and Seamless Pipe Tubing, and Fittings to SA-240, SA-0789, A 790-04a, SA-815, Classes 2 and 3, Section III,  
Division 1  
Division 1  
10/11/05 N-744 Use of Metric Units Boiler and Pressure Vessel Code, Section III, Divisions 1 and 3, and Section V and IX
10/11/05 N-744 Use of Metric Units Boiler and Pressure Vessel Code, Section III, Divisions 1 and 3, and Section V and IX  
10/11/05 N-746 Use of 46Fe-24Ni-21Cr-6Mo-Cu-N (UNS N08367) Bolting Materials for Class 2 and 3 Components, Section III, Division 1
10/11/05 N-746 Use of 46Fe-24Ni-21Cr-6Mo-Cu-N (UNS N08367) Bolting Materials for Class 2 and 3 Components, Section III, Division 1  
1/05/06 N-756 Alternative  Rules for Acceptability for Class 1 Valves, NPS (DN 25) and Smaller with Nonwelded End connections Other than flanges, Section III,  
1/05/06 N-756 Alternative  Rules for Acceptability for Class 1 Valves, NPS (DN 25) and Smaller with Non-welded End connections Other than flanges, Section III,  
Division 1  
Division 1  
1/21/07 N-759-2 Alternative  Rules for Determining Allowable External Pressure and Comprehensive Stress for Cylinders, Cones, Spheres, and Formed Heads, Section III, Division 1  
1/10/07 N-759 Alternative  Rules for Determining allowable External Pressure and Comprehensive Stress for Cylinders, Cones, Spheres, and formed Heads, Section III, Division 1  
1/04/08 N-760-2 Welding of Valve Plugs to Valve Stem Retainers, Classes 1, 2, and 3, Section III, Division 1
10/04/06  
10/10/08 N-763 ASTM A 709-06, Grade HPS 70W (HPS 485W) Plate Material Without Postweld Heat Treatment as Containment Liner Material or Structural Attachments to the Containment Liner, Section III, Division 2
2/10E
 
RG 1.84, Page 10
Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/
Edition N-767 Use of 21 Cr-6Ni-9Mn (Alloy UNS S21904) Grade GXM-11 (Conforming to SA-182/SA-182M and SA-336/SA-336M), Grade TPXM-11 (Conforming to SA-312/SA-312M) and Type XM-11 (Conforming to SA-666) Material, for Class 1 Construction, Section III, Division 1
1/04/08 N-774 Use of 13Cr-4Ni (Alloy UNS S41500) Grade F6NM Forgings Weighing in Excess of 10,000 lb (4 540 kg) and Otherwise conforming to the Requirements of SA-336/SA-336M for Class 1, 2, and 3 Construction, Section III, Division 1
9/03/08 N-777 Calibration of Cv Impact Test Machines, Section III, Divisions 1, 2, and 3
4/10E
N-782 Use of Editions, Addenda, and Cases, Section III, Division 1
1/30/09 N-785 Use of SA-479/SA-479M, UNS S41500 for Class 1 Welded Construction, Section III, Division 1
11/07E
N-801 Rules for Repair of N-Stamped Class 1, 2, and 3 Components by Organization Other Than the N Certificate Holder That Originally Stamped the Component Being Repaired, Section III, Division 1 
12/23/10
N-802 Rules for Repair of Stamped Components by the N Certificate Holder That Originally Stamped the Component, Section III, Division 1
12/23/10 
N-811 Alternative Qualification Requirements for Concrete Level III Inspection Personnel, Section III, Division 2
7/10E
N-815 Use of SA-358/SA-358M Grades Fabricated as Class 3 or Class 4 Welded Pipe, Class CS Core Support Construction, Section III, Division 1
8/10E
N-816 Use of Temper Bead Weld Repair Rules Adopted in 2010 Edition and Earlier Editions, Section III, Division 1
8/10E
N-817 Use of Die Forgings, SB-247, UNS A96061, Class T6, With Thickness 
4.000 in. Material, Class 2 Construction (1992 Edition or Later) Section III,
Division 1
8/10E
N-819 Use of Die Forgings, SB-247, UNS A96061, Class T6, With Thickness 
4.000 in. Material, Class 2 Construction (1989 Edition with the 1991 Addenda or Earlier), Section III, Division 1
8/10E
N-822


Application of the ASME Certification Mark, Section III, Divisions 1, 2, 3, and 5
Rev. 35 of RG 1.84, Page 9
8/10E
 
RG 1.84, Page 11
2.
2.


Conditionally Acceptable Section III Code Cases  
Conditionally Acceptable Section III Code Cases  


The Code Cases listed in Table 2 below are acceptable to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plants within the limitations indicated by the NRC.  Unless otherwise stated, limitations indicated by the NRC are in addition to the conditions specified in the Code Case.  Code Cases are published quarterly in supplements to each edition.  For Code Cases previously listed in this guide, the third column of Table 1 lists the date of ASME approval.  For new or revised Code Cases, the third column of Table 1 lists the supplement and edition in which each Code Case was published (e.g., 5/10E means Code Case Supplement 5 to the 2010
The Code Cases listed in Table 2 below are acceptable to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plants within the limitations indicated by the NRC.  Unless otherwise stated, limitations indicated by the NRC are in addition to the conditions specified in the Code Case.  The ASME issues a new edition of Section III every
Edition).  
3 years.  Code Cases are published quarterly in supplements to each edition.  Hence, there are 12 supplements to each edition.


Table 2.  Conditionally Acceptable Section III Code Cases  
Table 2.  Conditionally Acceptable Section III Code Cases  


Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date or Supplement/ 
Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-62-7 Internal and External Valve Items, Section III, Division 1, Classes 1, 2,  and 3  
Edition Title/Condition N-60-5 Material for Core Support Structures, Section III, Division , Class 1
2/03/03 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA-4000, AQuality Assurance.@ Class 3 valve manufacturers must also meet the provisions of NCA-4000 because all Code Class valve items are subject to the licensee=s 10 CFR Part 50, Appendix B approved QA program.
2/20/04 The maximum yield strength of strain-hardened austenitic stainless steel shall not exceed 90,000 psi in view of the susceptibility of this material to environmental cracking.
 
N-62-7 Internal and External Valve Items, Section III, Division 1, Classes 1, 2,  and 3  
2/03/03 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA-4000, Quality Assurance.  Class 3 valve manufacturers must also meet the provisions of NCA-4000 because all Code Class valve items are subject to the licensees 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  
N-71-18 Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding, Section III, Division 1  
5/09/03  
5/09/03  
(1)  
(1)  
The maximum measured ultimate tensile strength (UTS) of the component support material must not exceed 170 Ksi in view of the susceptibility of high-strength materials to brittleness and stress corrosion cracking.
The maximum measured ultimate tensile strength (UTS) of the component support material must not exceed 170 ksi in view of the susceptibility of high-strength materials to brittleness and stress corrosion cracking.


(2)  
(2)  
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 must specify impact testing for the material.  For these cases, it must be demonstrated by the applicant that:  
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 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)  
(a)  
the impact test results for the material meet Code requirements, (b)  
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:  
the material is not subject to stress corrosion cracking by virtue of the fact that:  
(i)  
(i)  
a corrosive environment is not present, and (ii)  
a corrosive environment is not present, and (ii)  
the component that contains the material has essentially no residual stresses or assembly stresses, and
the component that contains the material has essentially no residual stresses or assembly stresses, and (iii) it does not experience frequent sustained loads in service.


RG 1.84, Page 12 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date or Supplement/ 
Rev. 35 of RG 1.84, Page 10
Edition Title/Condition N-71-18 (contd)  
Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-71-18 (contd)  
Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding, Section III, Division 1  
Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding, Section III, Division 1  
5/09/03 (iii)    it does not experience frequent sustained loads in service.
5/09/03  
 
(3) In the last sentence of paragraph 4.2, reference must be made to paragraph  
(3)  
4.5.2.2, Alternative Atmosphere Exposure Time Periods Established by Test, of the AWS D1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.
In the last sentence of paragraph 5.3, reference must be made to paragraph  
5.3.2.3, Alternative Atmosphere Exposure Time Periods Established by Tests, of the AWS D1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.


(4)  
(4)  
Paragraph 15.2.2 is not acceptable as written and must be replaced with the following:  When not exempted by 15.2.1 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 1000°F (540°C) and must not exceed 1150°F (620°C) for Class 1 and Class 2 material and 1175°F
Paragraph 15.2.2 is not acceptable as written and must be replaced with the following:  AWhen not exempted by 15.2.1 above, the post-weld heat treatment must be performed in accordance with NF-4622 except that ASTM A-710 Grade A Material must be at least 1000EF (540EC) and must not exceed 1150EF (620EC) for Class 1 and Class 2 material and 1175EF
(640°C) for Class 3 material.
(640EC) for Class 3 material.


(5)  
(5)  
The new holding time at temperature for weld thickness (nominal) must be  
The new holding time at temperature for weld thickness (nominal) must be  
30 minutes for 2 inch or less, 1 hour per inch for thickness over 2 inch to 5 inches, and for thicknesses over 5 inches, 5 hours plus 15 minutes for each additional inch over 5 inches.
30 minutes for 2 inch or less, 1 hour per inch for thickness over 2 inch to  
5 inches, and for thicknesses over 5 inches, 5 hours plus 15 minutes for each additional inch over 5 inches.


(6)  
(6) The fracture toughness requirements as listed in this Code Case apply only to piping supports and not to Class 1, Class 2, and Class 3 component supports.
The fracture toughness requirements as listed in this Code Case apply only to piping 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  
N-155-2 Fiberglass Reinforced Thermosetting Resin Pipe, Section III, Division 1  
2/03/03  
2/03/03  
(1)  
(1)  
The design temperature for spray pond piping must be 100°C (212°F).  
The design temperature for spray pond piping must be 100EC (212EF).  
(2)  
(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 stress obtained 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 105 pressure cycles from atmospheric to design pressure.
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 stress obtained 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 105 pressure cycles from atmospheric to design pressure.


(3)  
(3)  
The value of K in equation 9 of paragraph 3652 must be limited to 1.2 unless it can be demonstrated that with the use of a large value of K1 the functional capability of the system will not be impaired during upset and emergency conditions.
The value of AK@ in equation 9 of paragraph 3652 must be limited to 1.2 unless it can be demonstrated that with the use of a large value of K1 the functional capability of the system will not be impaired during upset and emergency conditions.


(4)  
(4)  
Line 388: Line 288:
Inspection frequency for piping must be increased to once annually if an exterior weather-resistant coating is not provided.
Inspection frequency for piping must be increased to once annually if an exterior weather-resistant coating is not provided.


RG 1.84, Page 13 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date or Supplement/ 
Rev. 35 of RG 1.84, Page 11 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-249-14 Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated Without Welding, Section III, Division 1  
Edition Title/Condition N-249-14 Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated Without Welding, Section III, Division 1  
2/20/04  
2/20/04  
(1)  
(1)  
Line 397: Line 296:
The following is to be added to paragraph (e) of the Code Case:  
The following is to be added to paragraph (e) of the Code Case:  
(a)   
(a)   
For these cases, it must be demonstrated by the Owner that: (i) the impact 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.
AFor these cases, it must be demonstrated by the Owner that: (i) the impact 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-570-1 Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1,  
N-570-1 Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1,  
2, 3, and MC, Section III, Division 1  
2, 3, and MC, Section III, Division 1  
Line 406: Line 304:
7/23/02  
7/23/02  
(1)  
(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)  
For the acceptability of a design by analysis, Paragraph WB-3211, ARequirements for Acceptability,@ of Section III, Division 3, Subsection WB, AClass TP (Type B) Containment,@ Subparagraphs (a) through (d)  
must be applied.
must be applied.


(2)  
(2)  
There is a typographical error in the title of Paragraph (a)(2) of the Code Case.  Paragraph WB-3277 does not exist.  Paragraph WB-3227, Applications of Inelastic Analysis Procedures, of Section III, Division 3, Subsection WB, Class TP (Type B) Containment, is to be used.
There is a typographical error in the title of Paragraph (a)(2) of the Code Case.  Paragraph WB-3277 does not exist.  Paragraph WB-3227, AApplications of Inelastic Analysis Procedures,@ of Section III, Division 3, Subsection WB, AClass TP (Type B) Containment,@ is to be used.


(3)  
(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 (treq) the response of the containment boundary 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.
The first paragraph of WB-3324, ADesign for Local Puncture Associated with a Hypothetical Accident Condition,@ of Section III, Division 3, Subsection WB, AClass 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: AIn lieu of the application of the equation for outer shell thickness (treq) the response of the containment boundary to puncture test loadings may be evaluated using plastic analysis according to the rules in Appendix F, ARules for Evaluation of Service Loadings with Level D Service Limits.@


RG 1.84, Page 14 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date or Supplement/ 
Rev. 35 of RG 1.84, Page 12 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-655 Use of SA-738, Grade B, for Metal Containment Vessels, Class MC, Section III,  
Edition Title/Condition N-757-1 Alternative Rules for Acceptability for Class 2 and 3 Valves (DN 25) and Smaller with Welded and Nonwelded End Connections Other than Flanges, Section III,  
Division 1  
Division 1  
9/21/07 The design provisions of ASME Section III, Division 1, Appendix XIII, shall not be used for Class 3 valves.
2/25/02 For metal containment vessels up to 1.75 inch thick:
(1)
Supplementary Requirement S17, AVacuum Carbon-Deoxidized Steel,@ of Material Specification SA-738 must be applied to the material, and
(2)
Supplementary Requirement S20, AMaximum Carbon Equivalent for Weldability,@ 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  
2/25/02 The inner transportation containment must contain only solid and dry material.


RG 1.84, Page 15
Rev. 35 of RG 1.84, Page 13
3.
3.


Annulled Unconditionally Approved Section III Code Cases  
Annulled Unconditionally Approved Section III Code Cases  


The Code Cases listed in Table 3 were previously unconditionally approved by the NRC and have been annulled by the ASME.
The Code Cases listed in Table 3 were previously unconditionally approved by the NRC and have been annulled by the ASME.  The third column of the table lists the date that the ASME annulled the Code Case.


Table 3.  Annulled Unconditionally Approved Section III Code Cases  
Table 3.  Annulled Unconditionally Approved Section III Code Cases  
Line 477: Line 382:
(1542-1)  
(1542-1)  
Type 403 Forgings or Bars for Bolting Material, Section III  
Type 403 Forgings or Bars for Bolting Material, Section III  
1/21/85  
1/21/85 N-35-1  
 
RG 1.84, Page 16 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-35-1  
(1552-1)  
(1552-1)  
Design by Analysis of Section III, Class 1 Valves  
Design by Analysis of Section III, Class 1 Valves  
7/01/79 N-37-3  
7/01/79 N-37-3 Steel Products Refined by Secondary Remelting, Section III and VIII, 
7/01/82
 
Rev. 35 of RG 1.84, Page 14 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
(1557-3)  
(1557-3)  
Steel Products Refined by Secondary Remelting, Section III and VIII, 
Division 1 and 2 N-41  
Division 1 and 2  
7/01/82 N-41  
(1571)  
(1571)  
Additional Material for SA-234 Carbon Steel Fittings, Section III  
Additional Material for SA-234 Carbon Steel Fittings, Section III  
Line 496: Line 400:
Electro-Etching of Section III Code Symbols  
Electro-Etching of Section III Code Symbols  
3/19/82 N-48-2 Fabrication and Installation of Elevated Temperature Components, Section III, Division 1  
3/19/82 N-48-2 Fabrication and Installation of Elevated Temperature Components, Section III, Division 1  
7/01/96 N-49-4 Examination of Elevated Temperature Nuclear Components, Section III,  
7/01/96 N-49-4 Examination of Elevated Temperature Nuclear Components, Section III, Class 1  
Class 1  
7/01/96 N-50-1 Testing of Elevated Temperature Components, Section III, Division 1, Class 1  
7/01/96 N-50-1 Testing of Elevated Temperature Components, Section III, Division 1, Class 1  
7/01/96 N-51-2 Protection Against Overpressure of Elevated Temperature Components, Section III, Division 1, Class 1  
7/01/96 N-51-2 Protection Against Overpressure of Elevated Temperature Components, Section III, Division 1, Class 1  
7/01/96 N-55-1  
7/01/96 N-55-1  
(1609)  
(1609)  
Inertia and Continuous Drive Friction Welding, Section III, Division 1  
Inertia and Continuous Drive Friction Welding, Section III,    
Division 1  
4/05/87 N-56  
4/05/87 N-56  
(1612)  
(1612)  
Use of Type 308 Stainless Steel Rod and Bar for Section III, Class 1, 2, 3, and CS Construction  
Use of Type 308 Stainless Steel Rod and Bar for Section III,            
Class 1, 2, 3, and CS Construction  
7/01/78 N-61  
7/01/78 N-61  
(1620)  
(1620)  
Stress Category for Partial Penetration Welded Penetrations, Section III,  
Stress Category for Partial Penetration Welded Penetrations, Section III, Class Construction  
Class Construction  
1/08/82 N-65-1  
1/08/82 N-65-1  
(1626-1)  
(1626-1)  
Line 515: Line 419:
1/21/85 N-66-1  
1/21/85 N-66-1  
(1630-1)  
(1630-1)  
External Pressure Charts for High Yield Strength Carbon Steels and Low Alloy Steels (Yield Strength above 38 Ksi to 60 Ksi Inclusive) For Section III, Class 1, 2, 3, and MC  
External Pressure Charts for High Yield Strength Carbon Steels and Low Alloy Steels (Yield Strength above 38 ksi to 60 ksi Inclusive) For Section III, Class 1, 2, 3, and MC  
12/05/87 N-68  
12/05/87 N-68  
(1634-2)  
(1634-2)  
Line 524: Line 428:
7/01/77 N-81  
7/01/77 N-81  
(1665)  
(1665)  
Pressure-Temperature Ratings for Class 1 Valves Made from 5 Cr-1/2 Mo, Section III  
Pressure-Temperature Ratings for Class 1 Valves Made from      
5 Cr-1/2 Mo, Section III  
7/01/78 N-82  
7/01/78 N-82  
(1677)  
(1677)  
Line 532: Line 437:
Organizations Accepting Overall Responsibility for Section III  
Organizations Accepting Overall Responsibility for Section III  
Construction  
Construction  
3/01/79  
3/01/79 N-90  
 
RG 1.84, Page 17 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-90  
(1692)  
(1692)  
Rules for Design of Welded Class 1 Pumps  
Rules for Design of Welded Class 1 Pumps  
7/01/78 N-94  
7/01/78 N-94  
(1700)  
(1700)  
Determination of Capacities of Liquid Relief Valves, Section III,  Division  
Determination of Capacities of Liquid Relief Valves, Section III,   
1, Class 1, 2, and 3  
Division 1, Class 1, 2, and 3  
3/19/82 N-95-2  
3/19/82  
 
Rev. 35 of RG 1.84, Page 15 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-95-2  
(1701-2)  
(1701-2)  
Determination of Capacities of Vacuum Relief Valves, Section III,  
Determination of Capacities of Vacuum Relief Valves, Section III,  
Line 547: Line 452:
7/09/82 N-96-1  
7/09/82 N-96-1  
(1702-1)  
(1702-1)  
Flanged Valves Larger than 24 inches for Section III, Division 1, Class 1,  
Flanged Valves Larger than 24 inches for Section III, Division 1, Class 1, 2, and 3 Construction  
2, and 3 Construction  
1/01/80  
1/01/80  
N-101  
N-101  
Line 577: Line 481:
(1744)  
(1744)  
Carbon Steel Pipe Flanges Larger than 24 in., Section III, Division 1, Class 2 and 3 Construction  
Carbon Steel Pipe Flanges Larger than 24 in., Section III, Division 1, Class 2 and 3 Construction  
3/01/79 N-122-2 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 1 Piping, Section III, Division 1
3/01/79 N-123  
8/20/09 N-123  
(1746)  
(1746)  
Leak Testing of Seal Welds, Section III, Division 1, Class 1, 2, and 3 Construction  
Leak Testing of Seal Welds, Section III, Division 1, Class 1, 2, and 3 Construction  
Line 589: Line 492:
7/01/78 N-126  
7/01/78 N-126  
(1754)  
(1754)  
Hard Surfacing by the Spray-Fuse Method, Section III, Class 1, 2, and 3 Construction  
Hard Surfacing by the Spray-Fuse Method, Section III, Class 1, 2, and  
3 Construction  
7/01/88 N-127  
7/01/88 N-127  
(1755-1)  
(1755-1)  
Alternative Rules for Examination of Welds in Piping, Section III, Class 1 and 2 Construction  
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  
2/20/92 N-139 Testing of Electroslag Wire and Flux for Class 1, 2, 3, MC, and CS Construction, Section III, Division 1  
1/01/79  
1/01/79 N-140  
 
RG 1.84, Page 18 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-140  
(1772)  
(1772)  
Use of SA-453 Bolts in Service Below 800F Without Stress Rupture Tests, Section III, Division 1  
Use of SA-453 Bolts in Service Below 800EF Without Stress Rupture Tests, Section III, Division 1  
12/31/85 N-142-1  
12/31/85 N-142-1  
(1774-1)  
(1774-1)  
Minimum Wall Thickness for Class 2 and 3 Valves, Section III, Division 1  
Minimum Wall Thickness for Class 2 and 3 Valves, Section III,  
Division 1  
1/01/80  
1/01/80  
N-147  
N-147  
Line 609: Line 513:
(1782)  
(1782)  
Use of Copper-Nickel Alloy 962 for Castings, Section III, Division 1, Class 3 Construction  
Use of Copper-Nickel Alloy 962 for Castings, Section III, Division 1, Class 3 Construction  
6/30/83 N-156  
6/30/83 N-156 Structural Steel Rolled Shapes, Section III, Division I, Class 2, 3,
2/14/86
 
Rev. 35 of RG 1.84, Page 16 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
(1793)  
(1793)  
Structural Steel Rolled Shapes, Section III, Division I, Class 2, 3, and MC  
and MC  
2/14/86 N-157  
N-157  
(1794)  
(1794)  
Use of Seamless Al-Br, Alloy CDA 614 Pipe, Section III, Division 1, Class  
Use of Seamless Al-Br, Alloy CDA 614 Pipe, Section III, Division 1, Class 3  
3  
1/07/83 N-158  
1/07/83 N-158  
(1795)  
(1795)  
Line 621: Line 527:
7/01/78 N-159  
7/01/78 N-159  
(1796)  
(1796)  
Body Neck Thickness Determination for Valves with Inlet Connections        
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  
4-Inch Nominal Pipe Size and Smaller, Section III, Division 1, Class 1,  
7/01/78 N-160-1 Finned Tubing for Construction, Section III, Division 1
2, and 3  
10/14/11 N-174  
7/01/78 N-174  
(1812)  
(1812)  
Size of Fillet Welds for Socket Welding of Piping, Section III, Division 1  
Size of Fillet Welds for Socket Welding of Piping, Section III,    
Division 1  
1/01/81 N-176-1  
1/01/81 N-176-1  
(1819-1)  
(1819-1)  
Use of Type XM-19 for Construction, Section III, Division 1, Class 1, 2, and 3  
Use of Type XM-19 for Construction, Section III, Division 1, Class 1,  
2, and 3  
8/25/83 N-177  
8/25/83 N-177  
(1820)  
(1820)  
Line 639: Line 547:
N-180  
N-180  
Examination of Springs for Class 1 Component Standards Supports, Section III, Division 1  
Examination of Springs for Class 1 Component Standards Supports, Section III, Division 1  
7/01/78 N-181 Steel Castings Refined by the Argon Decarburization Process, Section III,  
7/01/78 N-181 Steel Castings Refined by the Argon Decarburization Process, Section III, Division 1, Construction  
Division 1, Construction  
7/11/80  
7/11/80  
N-182 Alternate Rules for Procedure Qualification Base Material Orientation, Section III, Division 1, Class 2 and 3 Construction  
N0182 Alternate Rules for Procedure Qualification Base Material Orientation, Section III, Division 1, Class 2 and 3 Construction  
7/01/81 N-183 Use of Modified SA-182 Grade F22 for Section III, Division 1, Class 1, 2 and 3 Construction  
7/01/81 N-183 Use of Modified SA-182 Grade F22 for Section III, Division 1, Class 1,  
2 and 3 Construction  
1/01/80  
1/01/80  
N-184 Roll Threading of SA-453 Bolting for Section III, Division 1, Class 1, 2, 3, or CS Construction  
N-184 Roll Threading of SA-453 Bolting for Section III, Division 1, Class 1,  
2, 3, or CS Construction  
7/01/79 N-188-1 Use 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  
7/01/79 N-188-1 Use 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  
8/14/96 N-189 Primary Membrane Plus Primary Bending Stress Intensity Limits for Other Than Solid Rectangular Sections for Section III, Division 1, Class MC Construction  
 
RG 1.84, Page 19 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-189 Primary Membrane Plus Primary Bending Stress Intensity Limits for Other Than Solid Rectangular Sections for Section III, Division 1, Class MC Construction  
7/01/79 N-190  
7/01/79 N-190  
Use of SA-455 for Class 3 Components, Section III, Division 1  
Use of SA-455 for Class 3 Components, Section III, Division 1  
Line 655: Line 562:
11/21/80  
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  
N-196-1 Exemption from the Shakedown Requirements When Plastic Analysis Is Performed for Section III, Division 1, Class 1 and CS Construction  
7/01/92 N-204 Use of Modified SA-508, Class 3, and SA-541, Class 3 for Section III,  
7/01/92  
 
Rev. 35 of RG 1.84, Page 17 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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  
Division 1, Class 1, 2, and 3 Components  
1/01/81 N-206 Use of ASTM B151-75 Copper-Nickel Alloy 706 Rod and Bar for Section III, Division 1, Class 3 Construction  
1/01/81 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 Section III, Division 1, Class 1,  
6/30/83 N-207-1 Use of Modified SA-479 Type XM-19 for Section III, Division 1, Class 1, 2, 3, or CS Construction  
2, 3, or CS Construction  
1/21/85 N-212  
1/21/85 N-212  
(1693)  
(1693)  
Line 666: Line 574:
1/01/81 N-214-2 Use of SA-351 Grade CN7M, for Valves, Section III, Division 1  
1/01/81 N-214-2 Use of SA-351 Grade CN7M, for Valves, Section III, Division 1  
12/31/83 N-215 Integrally Finned Titanium Tubes, Section III, Division 1, Class 3 Construction  
12/31/83 N-215 Integrally Finned Titanium Tubes, Section 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  
5/15/81 N-217-1 Post-weld Heat Treatment of Weld Deposit Cladding on Classes 1, 2,  
3, MC, and CS Items, Section III, Division 1  
2/23/87 N-220  
2/23/87 N-220  
Code Effective Date for Component Supports, Section III, Division 1  
Code Effective Date for Component Supports, Section III, Division 1  
Line 677: Line 586:
1/01/80  
1/01/80  
N-227 Examination of Repair Welds, Section III, Class 2 and 3 Tanks  
N-227 Examination of Repair Welds, Section III, Class 2 and 3 Tanks  
7/09/82 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  
7/09/82 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  
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  
1/21/88 N-231 Alternate Methods for Leak Detection in the Attachment Welds of Leak Chase Channels, Section III, Division 2, Class CC  
7/01/92 N-233 Alternate Rules for PWHT of P-No. 6, Group 4 Material for Section III,  
7/01/92 N-233 Alternate Rules for PWHT of P-No. 6, Group 4 Material for Section III, Division 1, Class 3 Construction  
Division 1, Class 3 Construction  
9/17/87 N-237-2 Hydrostatic Testing of Internal Piping, Section III, Division 1, Classes 2 and 3  
9/17/87  
 
RG 1.84, Page 20
Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-237-2 Hydrostatic Testing of Internal Piping, Section III, Division 1, Classes 2 and 3  
7/01/88 N-240  
7/01/88 N-240  
Hydrostatic Testing of Open Ended Piping, Section III, Division 1  
Hydrostatic Testing of Open Ended Piping, Section III, Division 1  
7/01/97 N-241 Hydrostatic Testing of Piping, Section III, Division 1  
7/01/97 N-241 Hydrostatic Testing of Piping, Section III, Division 1  
7/01/97 N-243 Boundaries Within Castings Used for Core Support Structures, Section III, Division 1, Class CS
7/01/97 N-245 Use of ASTM B61-76 and B62-76 Copper Alloy Castings for Section III, Division 1, Class 3 Construction  
10/14/11 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  
7/17/85 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  
7/27/95  
4/30/93 N-248 Alternative Reference Radiographs, Section III, Division 1, Classes 1, 2,  
 
3, MC, and CS Construction  
Rev. 35 of RG 1.84, Page 18 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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, Section III, Division 1, Classes 1,  
2, 3, MC, and CS Construction  
7/01/80  
7/01/80  
N-259 Ni-Cu-Al Bolting Material SB 164 Modified, Section III, Division 1, Class  
N-259 Ni-Cu-Al Bolting Material SB 164 Modified, Section III, Division 1, Class 3  
3  
1/01/84 N-261 Weld Procedure Qualification for Materials with Impact Requirements for Section III, Division 1, Class 3 Construction  
1/01/84 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  
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  
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  
8/14/97 N-267 Double-Wall Radiography, Section III, Division 1, Class 1 and 2  
7/01/81 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  
7/01/81 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  
Construction  
2/14/86 N-272 Compiling Data Report Forms, Section III, Division 1  
2/14/86 N-272 Compiling Data Report Forms, Section III, Division 1  
1/01/82 N-276 Welding of SA-358 Pipe, Section III, Division 1  
1/01/82 N-276 Welding of SA-358 Pipe, Section III, Division 1  
2/14/86 N-277 Use of Type XM-19 Austenitic Stainless Steel for Section III, Division 1 Class MC Construction  
2/14/86 N-277 Use of Type XM-19 Austenitic Stainless Steel for Section III,    
Division 1 Class MC Construction  
9/17/80  
9/17/80  
N-280  
N-280  
Line 717: Line 622:
7/27/95 N-295 NCA-1140, Materials, Section III, Division 1  
7/27/95 N-295 NCA-1140, Materials, Section III, Division 1  
6/30/82 N-296 Welding Material, Section III, Division 1 Construction  
6/30/82 N-296 Welding Material, Section III, Division 1 Construction  
12/01/83 N-298 Examination of Component Supports, Section III, Division 1, Class 1, 2,  
12/01/83 N-298 Examination of Component Supports, Section III, Division 1, Class 1, 2, 3, and MC  
3, and MC  
12/01/83 N-299-1 Use of Nickel-Chromium-Molybdenum-Columbium Alloy 625 Forgings, Section III, Division 1, Class 2 and Class 3 Components  
12/01/83  
2/23/87 N-300  
 
RG 1.84, Page 21 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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, Hydrostatic Tests, and Minimum Wall Thickness of Valves, Section III, Division 1, Class 1  
Pressure-Temperature Ratings, Hydrostatic Tests, and Minimum Wall Thickness of Valves, Section III, Division 1, Class 1  
12/01/83 N-302 Tack Welding, Section III, Division 1, Construction  
12/01/83 N-302 Tack Welding, Section III, Division 1, Construction  
11/28/83 N-304-4 Use of 20Cr-25Ni-6Mo (Alloy UNS N08366) Plate, Sheet, Strip, and Welded Pipe, Class 2 and 3, Section III, Division 1  
11/28/83 N-304-4 Use of 20Cr-25Ni-6Mo (Alloy UNS N08366) Plate, Sheet, Strip, and Welded Pipe, Class 2 and 3, Section III, Division 1  
1/01/03 N-309-1 Identification of Materials for Component Supports, Section III, Division  
1/01/03 N-309-1 Identification of Materials for Component Supports, Section III,  
1  
Division 1  
7/01/95 N-313 Alternative Rules for Half-Coupling Branch Connections, Section III,  
7/01/95  
 
Rev. 35 of RG 1.84, Page 19 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-313 Alternative Rules for Half-Coupling Branch Connections, Section III,  
Division 1, Class 2  
Division 1, Class 2  
7/01/96 N-316 Alternative Rules for Fillet Weld Dimensions for Socket Welding Fittings, Section III, Division 1, Class 1, 2, and 3  
7/01/96 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  
8/14/93 N-317 ASTM A276 Bar, Section III, Division  
7/01/82 N-318-5 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 2 or 3 Piping, Section III, Division 1
7/01/82 N-320  
8/20/09 N-320  
Alternate PWHT for SA-487, Grade CA6NM, Section III, Division 1  
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  
12/31/83 N-321-1 Use of Modified SA-249, Grade TP 304, Section III, Division 1, Class 1  
12/85/88 N-324 Qualification of Authorized Nuclear Inspector Supervisor (Concrete) and Authorized Nuclear Inspector (Concrete), Section III, Division 2, Classes CB and CC  
12/85/88 N-324 Qualification of Authorized Nuclear Inspector Supervisor (Concrete)  
and Authorized Nuclear Inspector (Concrete), Section III, Division 2, Classes CB and CC  
7/27/95 N-328 Thermit Brazing or Welding of Nonstructural Attachments, Section III,  
7/27/95 N-328 Thermit Brazing or Welding of Nonstructural Attachments, Section III,  
Division 1  
Division 1  
9/17/87 N-329 Examination of Bar Material, Section III, Division 1, Class 1
9/17/87 N-336 Examination of Welds Inaccessible During Pressure Test, Section III,  
10/14/11 N-336 Examination of Welds Inaccessible During Pressure Test, Section III,  
Division 1, Class MC  
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,  
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  
Division 1  
3/14/94 N-339 Examination of Ends of Fillet Welds, Section III, Division 1, Classes 1, 2, and MC  
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  
9/17/84 N-341 Certification of Level III NDE Examiner, Section III, Division 1 and 2  
7/01/88 N-342 Use of SA-249 and SA-312 Type 317 Stainless Steel, Section III, Division  
7/01/88 N-342 Use of SA-249 and SA-312 Type 317 Stainless Steel, Section III,  
1, Classes 1, 2, and 3  
Division 1, Classes 1, 2, and 3  
4/02/85 N-345-1 Attachment of AMS 5382 Alloy 31 Seat Rings by Friction Welding, Section III, Division 1, Classes 1, 2, and 3  
4/02/85 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  
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  
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  
12/13/85 N-349 Pressure Testing Piping Systems, Section III, Division 1, Classes 2 and 3  
12/13/85  
12/13/85 N-352-1 Use of SA-638 Grade 660 Forgings and Bars Below 700EF Without Stress Rupture Tests, Section III, Division 1  
 
RG 1.84, Page 22 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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  
6/30/86 N-353 Marking of SA-354 Grade BD Bolting, Section III, Division 1  
9/05/88 N-354-1 Subcontracted Service, Section III, Division 2  
9/05/88 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  
8/14/94 N-355 Calibration Block for Angle Beam Ultrasonic Examination of Large Fittings in Accordance with Appendix III-3410  
8/09/96 N-357 Certification of Material for Component Supports, Section III, Division 1, Subsection NF  
8/09/96 N-357 Certification of Material for Component Supports, Section III,  
Division 1, Subsection NF  
7/01/88 N-359 Weld Connection for Coaxial Cylinders, Section III, Division 1, Class 1  
7/01/88 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,  
12/31/84  
2, and MC  
 
Rev. 35 of RG 1.84, Page 20
Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-362-2 Pressure Testing of Containment Items, Section III, Division 1, Classes 1, 2, and MC  
7/01/88 N-367 SA-372 Type V, Grade 1, Class B, Section III, Division 1  
7/01/88 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  
2/19/89 N-368 Pressure Testing of Pump Discharge Piping, Section III, Division 1, Classes 2 and 3  
Line 769: Line 672:
7/18/88 N-372 SB-163 Ni-Fe-Cr-Mo-Cu Alloy 825 (UNS N08825) Tubing, Section III,  
7/18/88 N-372 SB-163 Ni-Fe-Cr-Mo-Cu Alloy 825 (UNS N08825) Tubing, Section III,  
Division 1  
Division 1  
12/31/83 N-376 Pressure Testing of Embedded Class 2 and 3 Piping, Section III, Division  
12/31/83 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  
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  
10/28/86 N-379-1 Bimetallic Tubing, Section III, Division 1, Class 1  
7/18/91 N-384-1 Use of Prepackaged General Purpose Cement Grouts, Epoxy Grouts, and Epoxy Bonding, Section III, Division 2, Class CC  
7/18/91 N-384-1 Use of Prepackaged General Purpose 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 2  
7/27/91 N-387 Certification of Level III NDE Examiner, Section III, Division 2  
9/18/01 N-388 Component Support Bolting, Section III, Division 1, Classes 2, 3, and MC  
9/18/01 N-388 Component Support Bolting, Section III, Division 1, Classes 2, 3, and MC  
2/23/87 N-391-2 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping, Section III, Division 1
2/23/87 N-393 Repair Welding Structural Steel Bolted Shapes and Plates for Component Supports, Section III, Division 1  
5/04/04 N-392-3 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping, Section III, Division 1
5/04/04 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  
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  
3/02/01 N-395 Laser Welding, Section III, Division 1  
3/02/01 N-395 Laser Welding, Section III, Division 1  
9/18/01  
9/18/01 N-403 Reassembly of Subsection NF Component and Piping Supports, Section III, Division 1  
 
RG 1.84, Page 23 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-403 Reassembly of Subsection NF Component and Piping Supports, Section III, Division 1  
7/01/95 N-410  
7/01/95 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,  
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,  
Line 792: Line 692:
4/15/91 N-413 Minimum Size of Fillet Welds for Subsection NF Linear Type Supports, 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  
2/14/88 N-414 Tack Welds for Class 1, 2, 3 and MC Components and Piping Supports  
2/20/92 N-418-1 Use of Seamless Ni-Fe-Cr-Mo-Cu Low Carbon (UNS N08028 and UNS N08904) Tubing, Section III, Division 1, Classes 2 and 3  
2/20/92  
 
Rev. 35 of RG 1.84, Page 21 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-418-1 Use 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  
7/27/95 N-420  
Linear Energy Absorbing Supports for Subsection NF, Classes 1, 2, and 3 Construction  
Linear Energy Absorbing Supports for Subsection NF, Classes 1, 2, and 3 Construction  
Line 811: Line 713:
5/09/03 N-466-1 Modified 9Cr-1Mo Material, Section III, Division 1, Classes 1, 2, and 3  
5/09/03 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  
8/14/97 N-468 Alternative Method of Earthquake Description for Class 2 and 3 Piping of Low Seismicity Sites, Section III, Division 1  
1/01/92  
1/01/92 N-470  
 
Class MC Material Requirements [NE-2121(c)], Section III,    
RG 1.84, Page 24 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-470  
Division 1  
Class MC Material Requirements [NE-2121(c)], Section III, Division 1  
3/08/92 N-474-2 Design Stress Intensities and Yield Strength Values for UNS N06690  
3/08/92 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  
With a Minimum Specified Yield Strength of 35 ksi, Class 1 Components, Section III, Division 1  
1/01/00  
1/01/00  
N-475 Materials in Inventory, Section III, Division 1  
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  
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  
7/01/96 N-482 Direct Quenched Stainless Bar, ASTM A 479-88b, Section III, Division 1  
7/01/96 N-482 Direct Quenched Stainless Bar, ASTM A 479-88b, Section III,  
Division 1  
3/05/93 N-484-1 Real Time Radioscopic Examination of Welds, Section III, Division 1  
3/05/93 N-484-1 Real Time Radioscopic Examination of Welds, Section III, Division 1  
12/16/94 N-492-1 Grade 9 Titanium Alloy Tubing, Section III, Division 1, Class 1, 2, and 3
12/16/94 N-492-1 Grade 9 Titanium Alloy Tubing, Section III, Division 1, Class 1, 2,  
1/01/00  
1/01/00  
N-497-1 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials, Section III, Division  
 
1, Class 2 and 3 Construction  
Rev. 35 of RG 1.84, Page 22 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date and 3 N-497-1 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials, Section III,  
1/01/99 N-501 Alternative Rules for NCA-3800, 1990 Addenda, Section III, Division 1  
Division 1, Class 2 and 3 Construction  
1/01/99 N-501 Alternative Rules for NCA-3800, 1990 Addenda, Section III,    
Division 1  
12/31/93 N-502 SA-268, Grade 26-3-3 (UNS S44660), Section III, Classes 2 and 3  
12/31/93 N-502 SA-268, Grade 26-3-3 (UNS S44660), Section III, Classes 2 and 3  
1/01/00  
1/01/00  
Line 832: Line 737:
2/03/02 N-540  
2/03/02 N-540  
Guidance on Implementation of NCA-3800 Revisions in 1994 Addenda, Section III, Division 1  
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  
6/30/98 N-549 Stamping and Flow Certification of Rupture Disk Devices, Classes 2 and 3, Section III, Division 1  
3, Section III, Division 1  
3/19/99 N-550  
3/19/99 N-550  
Alternative Rules for Examination of Welds in Instrument Tubing, Classes  
Alternative Rules for Examination of Welds in Instrument Tubing, Classes 1 and 2, Section III, Division 1  
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  
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-559 SA-203, Grade E (Plate) and SA-350, Grade LF3 (Forging), 3.5% Ni Nominal Composition Used in Class 1 Construction, Section III, Division  
8/14/97 N-559 SA-203, Grade E (Plate) and SA-350, Grade LF3 (Forging), 3.5% Ni Nominal Composition Used in Class 1 Construction, Section III,  
1  
Division 1  
5/24/99 N-570  
5/24/99 N-570  
Alternative Rules for Linear Piping and Linear Standard Supports for Class 1, 2, 3, and MC, Section III, Division 1  
Alternative Rules for Linear Piping and Linear Standard Supports for Class 1, 2, 3, and MC, Section III, Division 1  
Line 846: Line 749:
2/20/04 N-608 Applicable Code Edition and Addenda, NCA-1140(a)(2), Section III,  
2/20/04 N-608 Applicable Code Edition and Addenda, NCA-1140(a)(2), Section III,  
Division 1  
Division 1  
5/20/01 N-656 Rules for the Construction of Inner Transportation Containments, Section III, Division 3
5/20/01  
5/11/10
N-732 Magnetic Particles Examination of forgings for Construction, Section III,
Division 1
10/14/11
1141-7 Foreign Produced Steel  
1141-7 Foreign Produced Steel  
7/23/76  
7/23/76  
RG 1.84, Page 25 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
1434-1 Postweld Heat Treatment of SA-487 Class 8N Steel Castings, Section III  
1434-1 Postweld Heat Treatment of SA-487 Class 8N Steel Castings, Section III  
1/01/78  
1/01/78  
Line 872: Line 769:
1506 Stress Intensification Factors, Section III, Class 2 and 3 Piping  
1506 Stress Intensification Factors, Section III, Class 2 and 3 Piping  
1/01/78  
1/01/78  
1515 Ultrasonic Examination of Ring Forgings for Shell Sections, Section III,  
1515 Ultrasonic Examination of Ring Forgings for Shell Sections, Section III, Class 1 Vessels  
Class 1 Vessels  
7/01/77  
7/01/77  
1529 Materials for Instrument Line Fittings, Section III  
1529 Materials for Instrument Line Fittings, Section III  
7/01/73  
7/01/73  
Rev. 35 of RG 1.84, Page 23 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
1531 Electrical Penetrations, Special Alloys for Electrical Penetration Seals, Section III  
1531 Electrical Penetrations, Special Alloys for Electrical Penetration Seals, Section III  
3/21/77  
3/21/77  
1532 Section III, Class 3 Components Made of 8 Percent and 9 Percent Nickel Steel  
1532 Section III, Class 3 Components Made of 8 Percent and 9 Percent Nickel Steel  
1/01/78  
1/01/78  
1533 Pressure Temperature Ratings of SA-351 Grades CF8A, CF3, and CF3M,  
1533 Pressure Temperature Ratings of SA-351 Grades CF8A, CF3, and CF3M, Section III  
Section III  
7/01/75  
7/01/75  
1535-2 Hydrostatic Testing of Section III, Class 1 Valves  
1535-2 Hydrostatic Testing of Section III, Class 1 Valves  
Line 914: Line 811:
1601 Limits of Reinforcement for Two-Thirds Area, Section III, Class 1  
1601 Limits of Reinforcement for Two-Thirds Area, Section III, Class 1  
7/01/74  
7/01/74  
1602-1 Use of SB-42 Alloy 122, SB-111 Alloys 122, 715 and 706 and  
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  
12/31/74  
RG 1.84, Page 26 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date SB-466 Alloys 706 and 715, Section III, Class 2 and 3 Components
1603 Toughness Tests When Cross-Section Limits Orientation and Location of Specimens  
1603 Toughness Tests When Cross-Section Limits Orientation and Location of Specimens  
7/01/74  
7/01/74  
1605 Cr-Ni-Mo-V Bolting Material for Section III, Class 1 Components  
1605 Cr-Ni-Mo-V Bolting Material for Section III, Class 1 Components  
3/17/80  
3/17/80  
Rev. 35 of RG 1.84, Page 24 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
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  
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  
3/21/77  
Line 933: Line 830:
Class 1 Construction  
Class 1 Construction  
7/01/75  
7/01/75  
1622 PWHT of Repair Welds in Carbon Steel Castings, Section III, Class 1, 2, and 3  
1622 PWHT of Repair Welds in Carbon Steel Castings, Section III,        
Class 1, 2,and 3  
1/01/76  
1/01/76  
1623 Design by Analysis for Section III, Class 1 Sleeve-Coupled and Other Patented Piping Joints  
1623 Design by Analysis for Section III, Class 1 Sleeve-Coupled and Other Patented Piping Joints  
Line 958: Line 856:
(0-15 psig) Steel Storage Tanks  
(0-15 psig) Steel Storage Tanks  
7/01/77  
7/01/77  
1659 Interconnection of Two Piping Systems for Section III, Class 1, 2, and 3 Construction  
1659 Interconnection of Two Piping Systems for Section III, Class 1, 2, and  
3 Construction  
7/01/77  
7/01/77  
1661 Postweld Heat Treatment P-No.1 Materials for Section III, Class 1 Vessels  
1661 Postweld Heat Treatment P-No.1 Materials for Section III, Class 1 Vessels  
Line 971: Line 870:
1672 Nuclear Valves for Section III, Division 1, Class 1, 2, 3 Construction  
1672 Nuclear Valves for Section III, Division 1, Class 1, 2, 3 Construction  
3/21/77  
3/21/77  
RG 1.84, Page 27 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
1675 Tubesheet to Shell or Formed Head Weld Joints, Section III, Class 1 Vessels  
1675 Tubesheet to Shell or Formed Head Weld Joints, Section III, Class 1 Vessels  
7/01/76  
7/01/76  
Rev. 35 of RG 1.84, Page 25 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
1676 Clarification of Stress Intensities in Curved Pipe or Welded Elbows, Section III  
1676 Clarification of Stress Intensities in Curved Pipe or Welded Elbows, Section III  
7/01/76  
7/01/76  
Line 1,026: Line 925:
1767 Examination of Tubular Products Without Filler Metal-Class 1 Construction, Section III, Division 1  
1767 Examination of Tubular Products Without Filler Metal-Class 1 Construction, Section III, Division 1  
1/01/77  
1/01/77  
 
1768 Permanent Attachments to Containment VesselsBClass MC,        
RG 1.84, Page 28 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
Section III, Division 1  
1768 Permanent Attachments to Containment VesselsBClass MC, Section III,  
Division 1  
1/01/78  
1/01/78  
1769-1 Qualification of NDE Level III Personnel, Section III, Division 1  
1769-1 Qualification of NDE Level III Personnel, Section III, Division 1  
Line 1,036: Line 933:
Division 1  
Division 1  
7/01/77  
7/01/77  
Rev. 35 of RG 1.84, Page 26 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date
1775 Data Report Forms for Core Support Structures, Class CS, Section III,  
1775 Data Report Forms for Core Support Structures, Class CS, Section III,  
Division 1  
Division 1  
8/13/79  
8/13/79  
1777 Use of SA-106, Grade C in Class MC Construction, Section III, Division 1  
1777 Use of SA-106, Grade C in Class MC Construction, Section III,  
Division 1  
7/01/77  
7/01/77  
1787 Depth of Weld Repairs for Forgings, Section III, Division 1, Class 1, 2, 3, MC and CS Construction  
1787 Depth of Weld Repairs for Forgings, Section III, Division 1, Class 1, 2,  
3, MC and CS Construction  
1/01/78  
1/01/78  
1798 Use of ASTM A352-75, Grades LCA and LCC, Section III, Division 1, Class 1, 2, and 3  
1798 Use of ASTM A352-75, Grades LCA and LCC, Section III, Division 1, Class 1, 2, and 3  
Line 1,051: Line 952:
Testing Lots of Carbon Steel Solid, Bare Welding Electrode or Wire, Section III, Division 1, Class 1, 2, 3, MC, and CS  
Testing Lots of Carbon Steel Solid, Bare Welding Electrode or Wire, Section III, Division 1, Class 1, 2, 3, MC, and CS  
3/03/80  
3/03/80  
1819 Use of Type XM-19 for Construction, Section III, Division 1, Class 1, 2, 3  
1819 Use of Type XM-19 for Construction, Section III, Division 1, Class 1,  
2, 3  
1/01/78  
1/01/78  


RG 1.84, Page 29
Rev. 35 of RG 1.84, Page 27
4.
4.


Line 1,070: Line 972:


N-31-1 Elastomer Diaphragm Valves, Section III, Division 1, Classes 2 and 3  
N-31-1 Elastomer Diaphragm Valves, Section III, Division 1, Classes 2 and 3  
7/01/93 Each applicant who applies the Code Case should indicate in the referencing safety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturers recommended service life.  This recommended service 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  
7/01/93 Each applicant who applies the Code Case should indicate in the referencing safety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturer=s recommended service life.  This recommended service 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.
years.


N-32-4 Hydrostatic Testing of Embedded Class 2 and Class 3 Piping for Section III, Division 1 Construction  
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 particle testing in place of radiographic testing for Class 3 piping with 3/8" nominal wall thickness or less.
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, AProvisions 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 particle testing 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 (1) contains an additional requirement to the Code.  It was, therefore, acceptable but unnecessary to include in the Code Case.
Line 1,086: Line 988:
7/13/81 The material from which the basic calibration block is fabricated should be of the 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.
7/13/81 The material from which the basic calibration block is fabricated should be of the 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.


RG 1.84, Page 30
Rev. 35 of RG 1.84, Page 28 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-100  
Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-100  
(1711)  
(1711)  
Pressure Relief Valve Design Rules, Section III, Division 1, Class 1, 2 and 3  
Pressure Relief Valve Design Rules, Section III, Division 1, Class 1, 2 and 3  
1/01/83 The following information should be provided in the safety analysis report:  
1/01/83 The following information should be provided in the safety analysis report:  
(1)  
(1)  
If stress limits are used in excess of those specified for the upset operating condition, it should be demonstrated how the pressure relief function is ensured.  Refer to paragraph 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.
If stress limits are used in excess of those specified for the upset operating condition, it should be demonstrated how the pressure relief function is ensured.  Refer to paragraph 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)  
(2)  
Line 1,100: Line 1,002:
(1720-2)  
(1720-2)  
Weld End Preparation for Section III, Division 1 Construction  
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,  
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.
2, and 3 of the Code Case should be evaluated on a case-by-case basis.


N-110  
N-110  
Line 1,121: Line 1,022:
1/01/82 On a generic basis, the application of the Code Case is limited to pumps and valves.  Application to other components should be treated on a case-by-case basis.  Each licensing application in which the Code Case is to be used should contain information showing that, as a minimum the closure fixture will impose loads that result in stresses equal to or greater than those induced during 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.
1/01/82 On a generic basis, the application of the Code Case is limited to pumps and valves.  Application to other components should be treated on a case-by-case basis.  Each licensing application in which the Code Case is to be used should contain information showing that, as a minimum the closure fixture will impose loads that result in stresses equal to or greater than those induced during 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.


RG 1.84, Page 31 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-175  
N-175  
(1818)  
(1818)  
Welded Joints in Component Standard Supports, Section III, Division 1  
Welded Joints in Component Standard Supports, Section III, Division 1  
7/01/79 That portion of the unwelded housing that is limited to 90° maximum should include a minimum of two sectors that are uniform in length.
7/01/79 That portion of the unwelded housing that is limited to 90E maximum should include a minimum of two sectors that are uniform in length.


N-199 Intervening Elements, Section III, Division 1, Classes 1, 2, 3 and MC  
N-199 Intervening Elements, Section III, Division 1, Classes 1, 2, 3 and MC  
Component Construction  
Component Construction  
1/01/81 The applicants should provide information in the referencing safety analysis report that demonstrates that all intervening elements have been designed in compliance with the requirements of the respective design specification.
1/01/81  
 
N-208-2 Fatigue Analysis for Precipitation Hardening Nickel Alloy Bolting Material to Specification SB-637 N07718 for Class 1 Construction, Section III,
Division 1
10/14/11
(1) In Figure A, the words No mean stress shall be implemented with the understanding that it denotes Maximum mean stress.


(2) In Figure A, y shall be implemented with the understanding that it denotes max.
Rev. 35 of RG 1.84, Page 29 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition The applicants should provide information in the referencing safety analysis report 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  
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  
1/01/82 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. 7), Practices A or E, or ASTM A 708-74, Practice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized Austenitic Stainless Steels (Ref. 8), whenever materials subject to sensitization are to be brazed.  Documentation is required that a nonsensitizing brazing procedure was employed for valves produced to this Case.
1/01/82 The furnace brazing process procedure qualification should include a verification for nonsensitization as given in ASTM A 262-70, AStandard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels@ (Ref. 5), Practices A or E, or ASTM A 708-74, APractice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized Austenitic Stainless Steels@ (Ref. 6), whenever materials subject to sensitization are to be brazed.  Documentation is required that a nonsensitizing brazing procedure was employed for valves produced to this Case.


N-242-1 Materials Certification, Section III, Division 1, Classes 1, 2, 3, MC, and CS  
N-242-1 Materials Certification, Section III, Division 1, Classes 1, 2, 3, MC, and CS  
Line 1,147: Line 1,043:
7/01/82 The applicant should indicate in the safety analysis report the application, the material, and the material thickness to which the strain gage or thermocouple will be attached by CD welding.
7/01/82 The applicant should indicate in the safety analysis report the application, the material, 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,  
N-260-2 Weld Repair of SA-182 Type 316 Forgings, Section III, Division 1, Classes 1, 2,  
2, 3, and MC  
3, and MC  
12/05/88 Type 308L welding materials should not be used to repair grade F 316 N  
12/05/88 Type 308L welding materials should not be used to repair grade F 316 N  
forgings because of the difference in strength levels.
forgings because of the difference in strength levels.


RG 1.84, Page 32 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-263 Alternate Thread Forms, Series and Fits for Component Supports, Section III, Division 1  
N-263 Alternate Thread Forms, Series and Fits for Component Supports, Section III,  
Division 1  
3/17/83 The following information should be provided in the safety analysis report:  
3/17/83 The following information should be provided in the safety analysis report:  
(1)  
(1)  
Line 1,159: Line 1,056:
a need for the use of the Code Case, and  
a need for the use of the Code Case, and  
(3)  
(3)  
a demonstration that support design will withstand maximum conditions             of loading with the worst combination of thread tolerance.
a demonstration that support design will withstand maximum conditions of loading with the worst combination of thread tolerance.


N-274 Alternative Rules for Examination of Weld Repairs for Section III, Division 1 Construction  
N-274 Alternative Rules for Examination of Weld Repairs for Section III, Division 1 Construction  
6/30/86 The ultrasonic examination procedures shall be proven by actual demonstration, to the satisfaction of the Authorized Nuclear Inspector, that the procedures are capable of detecting unacceptable cracks according to Section XI requirements.
6/30/86 The ultrasonic examination procedures shall be proven by actual demonstration, to the satisfaction of the Authorized Nuclear Inspector, that the procedures are capable of detecting unacceptable cracks according to Section XI requirements.


N-275 Repair of Welds, Section III, Division 1  
Rev. 35 of RG 1.84, Page 30
Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-275 Repair of Welds, Section III, Division 1  
12/31/83 Use of the Code Case is applicable only when the removal of an indication requires 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.
12/31/83 Use of the Code Case is applicable only when the removal of an indication requires 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.


N-279 Use of Torquing as a Locking Device for Section III, Division 1, Class 1, 2,  
N-279 Use of Torquing as a Locking Device for Section III, Division 1, Class 1, 2, 3, and MC Component Supports  
3, and MC Component Supports  
7/13/81 When torquing or other preloading is used as a locking device and the joint is later unloaded or disassembled, the bolting should be replaced unless it can be demonstrated or proved to the Authorized Nuclear Inspector that the original bolting has not been permanently strained.
7/13/81 When torquing or other preloading is used as a locking device and the joint is later unloaded or disassembled, the bolting should be replaced unless it can be demonstrated or proved to the Authorized Nuclear Inspector that the original bolting has not been permanently strained.


N-292 Depositing Weld Metal Prior to Preparing Ends for Welding, Section III,  
N-292 Depositing Weld Metal Prior to Preparing Ends for Welding, Section III,  
Division 1, Class 1, 2, and 3  
Division 1, Class 1, 2, and 3  
2/20/04 Class 3 piping that is longitudinally welded and that has a weld efficiency factor of 1.0 as selected from Table ND-3613.4-1, Weld Joint Efficiency Factor, must receive a 100 percent volumetric examination (RT or UT) of the deposited weld metal in accordance with the requirements of ND-5000,  
2/20/04 Class 3 piping that is longitudinally welded and that has a weld efficiency factor of 1.0 as selected from Table ND-3613.4-1, AWeld Joint Efficiency Factor,@
Examination.
must receive a 100 percent volumetric examination (RT or UT) of the deposited weld metal in accordance with the requirements of ND-5000, AExamination.@
 
N-310-1 Certification of Bolting Materials, Section III, Division 1, Class 1, 2, 3, MC and CS  
N-310-1 Certification of Bolting Materials, Section III, Division 1, Class 1, 2, 3, MC  
and CS  
7/01/82 Each applicant who applies the Code Case should indicate in the referencing port safety analysis report:  
7/01/82 Each applicant who applies the Code Case should indicate in the referencing port safety analysis report:  
(1)  
(1)  
Line 1,184: Line 1,079:
where the bolting will be used in the plant, and  
where the bolting will be used in the plant, and  
(3)  
(3)  
how it will be shown that the bolting material properties required by the             equipment support design specification are present in the actual bolting               material.
how it will be shown that the bolting material properties required by the equipment support design specification are present in the actual bolting material.


RG 1.84, Page 33 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-314 Alternate Rules for Thread Engagement, Section III, Division 1  
N-314 Alternate Rules for Thread Engagement, Section III, Division 1  
5/11/84 Applicants should identify in their safety analysis report:  
5/11/84 Applicants should identify in their safety analysis report:  
(1)  
(1)  
Line 1,202: Line 1,097:
9/05/85 Applicants wishing to use this Code Case for other than P-1 materials should demonstrate that the use of this Code Case will not adversely affect the required material properties.
9/05/85 Applicants wishing to use this Code Case for other than P-1 materials should demonstrate that the use of this Code Case will not adversely affect the required material properties.


N-383-1 Weld Repair of SA-182 Austenitic Forgings, Section III, Division 1, Classes  
Rev. 35 of RG 1.84, Page 31 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-383-1 Weld Repair of SA-182 Austenitic Forgings, Section III, Division 1, Classes 1,  
1, 2, and 3  
2, and 3  
9/5/85 Applicants who apply the provisions of this Code Case to permit material manufacturers 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.
9/5/85 Applicants who apply the provisions of this Code Case to permit material manufacturers 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-397 Alternative Rules to the Spectral Broadening Procedures of N-1226.3 for Classes 1, 2, and 3 Piping, Section III, Division 1  
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-case basis pending revision of Regulatory Guide 1.122, Development of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components (Ref. 9).  
2/20/87 The Code Case is acceptable for specific plant applications on a case-by-case basis pending revision of Regulatory Guide 1.122, ADevelopment 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  
N-398 Reporting of Charpy-V Notch Test Results, Section III, Division 1  
2/20/87 The 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.
2/20/87 The 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  
N-404 Annealed Alloy UNS N06625 Over UNS N06600 Bimetallic Tubing, Section III, Division 1, Class 1  
12/11/95 The outside layer of the bimetallic tubing should be limited to a minimum of  
12/11/95 The outside layer of the bimetallic tubing should be limited to a minimum of 5 percent 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.
5 percent 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.


RG 1.84, Page 34 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-411-1 Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and  
N-411-1 Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and 3 Piping, Section III, Division 1  
3 Piping, Section III, Division 1  
5/05/00  
5/05/00  
(1)  
(1)  
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, Damping Values for Seismic Design of Nuclear Power Plants (Ref. 10), are to be used.]  
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, ADamping Values for Seismic Design of Nuclear Power Plants@ (Ref. 8), are to be used.]  
(2)  
(2)  
The damping values specified may be used only in those analyses in which current seismic spectra and procedures have been employed.
The damping values specified may be used only in those analyses in which 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. 11)].  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.
Such use is to be limited only to response spectral analyses [similar to that used in the study supporting its acceptance, NUREG/CR-3526, AImpact 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.


N-411-1 (contd)
Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and
3 Piping, Section III, Division 1
5/05/00
(3)  
(3)  
When used for reconciliation work or for support optimization of existing designs, the effects of increased motion on existing clearances and on-line mounted equipment should be checked.
When used for reconciliation work or for support optimization of existing designs, the effects of increased motion on existing clearances and on- line mounted equipment should be checked.


(4)  
(4)  
This Code Case is not appropriate for analyzing the dynamic response of piping systems using supports designed to dissipate energy by yielding (i.e., the design of which is covered by Code Case N-420).  
This Code Case is not appropriate for analyzing the dynamic response of piping systems using supports designed to dissipate energy by yielding (i.e., the design of which is covered by Code Case N-420).  
N-411-1 (contd)
Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and 3 Piping, Section III, Division 1
5/05/00
(5)  
(5)  
This Code Case is not applicable to piping in which stress corrosion cracking has occurred unless a case-specific evaluation is made and is reviewed by the NRC staff.
This Code Case is not applicable to piping in which stress corrosion  


(5)      This Code Case is not applicable to piping in which stress corrosion cracking has occurred unless a case-specific evaluation is made and is reviewed by the NRC staff.
Rev. 35 of RG 1.84, Page 32 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition cracking has occurred unless a case-specific evaluation is made and is reviewed by the NRC staff.


N-430  
N-430  
Line 1,245: Line 1,137:
The applicant should demonstrate that the applicable supports are not subject to cyclic loading in excess of 20,000 cycles; and  
The applicant should demonstrate that the applicable supports are not subject to cyclic loading in excess of 20,000 cycles; and  
(2)  
(2)  
The first sentence of 3.0(f)(1) should be replaced with the following:  
The first sentence of 3.0(f)(1) should be replaced with the following: AFor 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. on one side for one-half the length of the weld, and 1/16 in. for one-fourth of the length of the weld on the face of a rectangular tube or one-fourth the length of the weld on the same side of the member is acceptable.@
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. on one side for one-half the length of the weld, and 1/16 in.
 
for one-fourth of the length of the weld on the face of a rectangular tube or one-fourth the length of the weld on the same side of the member is acceptable.
 
N-595-4
 
Requirements for Spent Fuel Storage Canisters, Section III, Division 1
10/14/11 The canisters must be made from austenitic stainless steel Type 304 or 316.
 
RG 1.84, Page 35 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-656 Rules for the Construction of Inner Transportation Containments, Section III, Division 3
5/11/10
The inner transportation containment must contain only solid and dry material.
 
1361-2 Socket Welds, Section III  
1361-2 Socket Welds, Section III  
3/01/79 Code Case 1361-2 was acceptable when used in connection with Section III,  
3/01/79 Code Case 1361-2 was acceptable when used in connection with Section III,  
Line 1,270: Line 1,147:
1423-2 Wrought Type 304 and 316 with Nitrogen Added, Sections I, III, VIII,       
1423-2 Wrought Type 304 and 316 with Nitrogen Added, Sections I, III, VIII,       
Division 1 and 2  
Division 1 and 2  
7/01/77 Code Case 1423-2 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, Control of Ferrite Content in Stainless Steel Weld Metal (Ref. 12), and Regulatory Guide 1.44, Control of the Use of Sensitized Stainless Steel (Ref. 13).  
7/01/77 Code Case 1423-2 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, AControl of Ferrite Content in Stainless Steel Weld Metal@ (Ref. 10), and Regulatory Guide 1.44, AControl of the Use of Sensitized Stainless Steel@ (Ref. 11).  
1521-1 Use of H-Grades of SA-240, SA-479, SA-336, and SA-358, Section III  
1521-1 Use of H-Grades of SA-240, SA-479, SA-336, and SA-358, Section III  
1/01/78 Code Case 1521-1 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, and Regulatory Guide 1.44.
1/01/78 Code Case 1521-1 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, AControl of Ferrite Content in Stainless Steel Weld Metal@ (Ref. 10), and Regulatory Guide 1.44, AControl 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  
1528-3 High Strength Steel SA-508, Class 2 and SA-541, Class 2 Forgings, Section III, Class 1 Components  
1/01/78 The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.
1/01/78 The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.


Rev. 35 of RG 1.84, Page 33 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition
1569 Design of Piping for Pressure Relief Valve Station, Section III  
1569 Design of Piping for Pressure Relief Valve Station, Section III  
7/01/79 Code Case 1569 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.67, Installation of Over-Pressure Protection Devices (Ref. 14).  
7/01/79 Code Case 1569 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.67, AInstallation 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  
1606-1 Stress Criteria Section III, Classes 2 and 3 Piping Subject to Upset, Emergency, and Faulted Operating Conditions  
7/01/77 Code Case 1606-1 was acceptable subject to the interpretation that the stress limit 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.
7/01/77 Code Case 1606-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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.


RG 1.84, Page 36 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition
1607-1 Stress Criteria for Section III, Classes 2 and 3 Vessels Designed to NC/NC-3300 Excluding the NC-3200 Alternate  
1607-1 Stress Criteria for Section III, Classes 2 and 3 Vessels Designed to NC/NC-3300 Excluding the NC-3200 Alternate  
7/01/77 Code Case 1607-1 was acceptable subject to the interpretation that the stress limit 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.
7/01/77 Code Case 1607-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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  
1635-1 Stress Criteria for Section III, Class 2 and 3 Valves Subjected to Upset, Emergency, and Faulted Operating Conditions  
7/01/77 Code Case 1635-1 was acceptable subject to the interpretation that the stress limit 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.
7/01/77 Code Case 1635-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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  
1636-1 Stress Criteria for Section III, Class 2 and 3 Pumps Subjected to Upset, Emergency, and Faulted Operating Conditions  
7/01/77 Code Case 1636-1 was acceptable subject to the interpretation that the stress limit 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.
7/01/77 Code Case 1636-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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,  
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,  
Line 1,296: Line 1,172:
1/01/78 The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.
1/01/78 The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.


Rev. 35 of RG 1.84, Page 34 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition
1783-1 Qualification of Nondestructive Examination Personnel, Section III,  
1783-1 Qualification of Nondestructive Examination Personnel, Section III,  
Division 1  
Division 1  
1/01/79 The first sentence of paragraph (1) should be replaced with the following:  
1/01/79 The first sentence of paragraph (1) should be replaced with the following: AThe 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.@
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, Page 37
Rev. 35 of RG 1.84, Page 35
5.
5.


Code Cases Superseded by Revised Code Cases  
Code Cases Superseded by Revised Code Cases  


The Code Cases listed in Table 5 were approved in prior versions of this guide and have since been superseded 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.  The older or superseded version of the Code Case, if listed in Table 5, cannot be applied by the licensee or applicant for the first time Note: Code Cases listed without conditions were unconditionally approved for use by the NRC.
The Code Cases listed in Table 5 were approved in prior versions of this guide and have since been superseded 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 conditions were 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  
Table 5.  Section III Code Cases That Have Been Superseded by Revised Code Cases on or after July 1, 1974  
Line 1,312: Line 1,188:
Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-4-11  
Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-4-11  
(1337-11)  
(1337-11)  
N-4-12 Special Type 403 Modified Forgings or Bars, Section III, Division 1, Class 1 and CS  
Special Type 403 Modified Forgings or Bars, Section III, Division 1, Class 1 and CS  
1/12/05  
1/12/05 N-5  
 
2/12/08 N-5  
(1344-5)  
(1344-5)  
Nickel-Chromium, Age-Hardenable Alloys (Alloy X750), Section III  
Nickel-Chromium, Age-Hardenable Alloys (Alloy X750), Section III  
Line 1,325: Line 1,199:
N-20  
N-20  
(1484-3)  
(1484-3)  
N-20-1 SB-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  
N-20-1 SB-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  
9/05/85  
9/05/85  


12/07/87 N-20-2 N-20-3 SB-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  
12/07/87 N-20-2 N-20-3 SB-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
800 at a yield strength of 47.0 Ksi, Section III, Division 1, Class 1  
at a yield strength of 47.0 ksi, Section III, Division 1, Class 1  
11/30/88  
11/30/88  
2/26/99 N-31  
2/26/99 N-31  
(1540-2)  
(1540-2)  
Elastomer Diaphragm Valves, Section III, Class 2 and 3  
Elastomer Diaphragm Valves, Section III, Class 2 and 3  
7/18/85 Each applicant who applies the Code Case should indicate in the referencing safety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturers recommended service life.  This recommended service 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.
7/18/85 Each applicant who applies the Code Case should indicate in the referencing safety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturer=s recommended service life.  This recommended service 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-55  
N-55  
Line 1,342: Line 1,216:
4/05/84 N-60  
4/05/84 N-60  
(1618-2)  
(1618-2)  
N-60-1 Material for Core Support Structures, Section III, Division 1, Subsection NG  
N-60-1  
 
Material for Core Support Structures, Section III, Division 1, Subsection NG  
5/25/83  
5/25/83  


9/17/84 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should be performed when the material is in the solution-treated condition.
9/17/84 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should be performed when the material is in the solution-treated condition.


RG 1.84, Page 38 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-60-2 N-60-3 N-60-4 Material for Core Support Structures, Section III, Division 1, Subsection NG  
N-60-2 N-60-3 N-60-4 Material for Core Support Structures, Section III, Division 1, Subsection NG  
9/05/85  
9/05/85  
5/13/91  
5/13/91  
2/15/94 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should 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.
2/15/94 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should 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  
Rev. 35 of RG 1.84, Page 36 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-62-2  
(1621-2)  
(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  
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  
Line 1,360: Line 1,236:
7/24/89  
7/24/89  
12/11/89  
12/11/89  
5/11/94 The 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.
5/11/94 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA 4000, AQuality Assurance,@ and, in addition, Class 3 valve manufacturers should also meet the provisions of NCA-4000.


N-71-7  
N-71-7  
Line 1,371: Line 1,247:


1/07/80  
1/07/80  
The maximum measured ultimate tensile strength (UTS) of the component support 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:  
The maximum measured ultimate tensile strength (UTS) of the component support 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)  
(1)  
the impact test results for the material meet Code requirements and  
the impact test results for the material meet Code requirements and  
Line 1,381: Line 1,257:
(1644-9)  
(1644-9)  
Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports  
Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports  
5/11/81 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, of the AWS D.1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.
5/11/81 In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time.


RG 1.84, Page 39 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-71-10  
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  
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  
6/17/82  
2/14/83 The maximum measured ultimate tensile strength (UTS) of the component support 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:  
2/14/83 The maximum measured ultimate tensile strength (UTS) of the component support 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)  
(1)  
the impact test results  for the material meet Code requirements and  
the impact test results  for the material meet Code requirements and  
Line 1,392: Line 1,268:
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.
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.


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, of the AWS D.1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.
In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time.


N-71-12 Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Class 1, 2, 3 and MC  
Rev. 35 of RG 1.84, Page 37 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-71-12 Additional Materials for Component Supports Fabricated by Welding, Section III, Division 1, Class 1, 2, 3 and MC  
2/20/84 The maximum measured ultimate tensile strength (UTS) of the component support 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:  
2/20/84 The maximum measured ultimate tensile strength (UTS) of the component support 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)  
(1)  
the impact test results for the material meet Code requirements and  
the impact test results for the material meet Code requirements and  
Line 1,401: Line 1,277:
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.
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.


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, of the AWS D.1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.  Paragraph 16.2.2 is not acceptable as written and should be replaced with the following: AWhen 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 1000°F (540°C) and should not exceed 1150°F (620°C) for Class 1 and Class 2 material and 1175°F (640°C)  
In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time.  Paragraph 16.2.2 is not acceptable as written and should be replaced with the following: AWhen 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 1000EF (540EC)  
for Class 3 material.  The new holding time at temperature for weld thickness (nominal)  
and should not exceed 1150EF (620EC) for Class 1 and Class 2 material and 1175EF
should be 30 minutes for 2 inch or less, 1 hour per inch for thickness over 2 inch to 5 inches, and 5 hours plus 15 minutes for each additional inch over 5 inches.@  
(640EC) for Class 3 material.  The new holding time at temperature for weld thickness (nominal) should be 30 minutes for 2 inch or less, 1 hour per inch for thickness over  
 
2 inch to 5 inches, and 5 hours plus 15 minutes for each additional inch over 5 inches.@  
RG 1.84, Page 40
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  
Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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  
12/05/85  
12/05/85  
12/16/86  
12/16/86  
Line 1,412: Line 1,287:
12/31/96  
12/31/96  
12/08/00  
12/08/00  
The maximum measured ultimate tensile strength (UTS) of the component support 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:  
The maximum measured ultimate tensile strength (UTS) of the component support 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)  
(1)  
the impact test results for the material meet Code requirements, and  
the impact test results for the material meet Code requirements, and  
Line 1,419: Line 1,294:
the component that contains the material has essentially no residual stresses or assembly stresses, and it does not experience frequent sustained loads in service.
the component that contains the material has essentially no residual stresses 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, of the AWS D.1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.  Paragraph 16.2.2 is not acceptable as written and should be replaced with the 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 1000°F (540°C) and should not exceed 1150°F (620°C) for Class 1 and Class 2 material and 1175°F (640°C)
Rev. 35 of RG 1.84, Page 38 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-71-13 N-71-14 N-71-15 N-71-16 N-71-17 (cont=d)  
for Class 3 material.  The new holding time at temperature for weld thickness (nominal)
should be 30 minutes for 2 inch or less, 1 hour per inch for thickness over 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. 15), or on a case-by-case basis.  The fracture toughness requirements as listed in this Code Case apply only to piping supports and not to Class 1, Class 2, and Class 3 component supports.


N-95-1  
Additional Materials for Subsection NF, Classes 1, 2, 3 and MC Component Supports Fabricated by Welding, Section III, Division 1
(1701-1)  
12/05/85
Determination of Capacities of Vacuum Relief Valves, Section III, Division 1 and 2, Class MC  
12/16/86
2/12/93
12/31/96
12/08/00
In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time.  Paragraph 16.2.2 is not acceptable as written and should be replaced with the following: When not exempted by 16.2.1, above, the post-weld heat treatment should be performed in accordance with NF-4622 except that for ASTM A-710 Grade A material, it should be at least 1000EF (540EC)
and should not exceed 1150EF (620EC) for Class 1 and Class 2 material and 1175EF
(640EC) for Class 3 material.  The new holding time at temperature for weld thickness (nominal) should be 30 minutes for 2 inch or less, 1 hour per inch for thickness over
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, AStandard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants@ (Ref. 13), or on a case-by-case basis.  The fracture toughness requirements as listed in this Code Case apply only to piping supports and not to 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  
7/09/79 N-102-1  
7/09/79 N-102-1  
(1714-2)  
(1714-2)  
Postweld Heat Treatment of P-1 Material, Section III, Class MC  
Post-weld Heat Treatment of P-1 Material, Section III, Class MC  
8/28/78 N-119-2  
8/28/78 N-119-2  
(1739-2)  
(1739-2)  
Line 1,445: Line 1,331:
(1761-1)  
(1761-1)  
Use of SB-148 Alloy CA954 for Section III, Division 1, Class 2 or 3 Flanged End Valves  
Use of SB-148 Alloy CA954 for Section III, Division 1, Class 2 or 3 Flanged End Valves  
1/14/77  
1/14/77 N-133-1 N-133-2 Use of SB-148 Alloys 952 and 954, Section III, Division 1, Class 3  
 
RG 1.84, Page 41 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-133-1 N-133-2 Use of SB-148 Alloys 952 and 954, Section III, Division 1, Class 3  
5/19/85  
5/19/85  
7/18/85 N-154  
7/18/85 N-154  
Line 1,456: Line 1,340:
Finned Tubing for Construction, Section III, Division 1  
Finned Tubing for Construction, Section III, Division 1  
7/18/85 N-188 Use of Welded Ni-Fe-Cr-Mo-Cu (Alloy 825) and Ni-Cr-Mo-Cb (Alloy 625) Tubing, Section III, Division 1, Class 3  
7/18/85 N-188 Use of Welded Ni-Fe-Cr-Mo-Cu (Alloy 825) and Ni-Cr-Mo-Cb (Alloy 625) Tubing, Section III, Division 1, Class 3  
1/01/78 N-192 N-192-1 N-192-2 Use of Flexible Hose for Section III, Division 1, Class 1, 2, and 3 Construction  
1/01/78  
 
Rev. 35 of RG 1.84, Page 39 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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  
8/30/79  
9/16/81  
9/16/81  
Line 1,463: Line 1,349:
N-196 Exemption from the Shake-down Requirements When Plastic Analysis is Performed for Section III, Division 1, Class 1 Construction  
N-196 Exemption from the Shake-down Requirements When Plastic Analysis is Performed for Section III, Division 1, Class 1 Construction  
1/08/79 N-207 Use of Modified SA-479 Type XM-19 for Section III, Division 1, Class 1, 2, or 3 Construction  
1/08/79 N-207 Use of Modified SA-479 Type XM-19 for Section III, Division 1, Class 1, 2, or 3 Construction  
3/19/79 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
3/19/79 N-214 N-214-1 Use of SA-351, Grade CN7M, for Valves for Section III, Division 1, Construction  
2/14/03 N-214 N-214-1 Use of SA-351, Grade CN7M, for Valves for Section III, Division 1, Construction  
9/07/82  
9/07/82  
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  
5/25/83 N-224 Use of ASTM A500 Grade B and ASTM A501 Structural Tubing for Welded Attachments for Section III, Class 2 and 3 Construction  
Line 1,480: Line 1,365:
Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports  
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  
5/11/81 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.
5 of the Code Case and should be so indicated on line 5 of the AReply.@
 
N-249-1 Additional Materials for Component Supports Fabricated Without Welding, Section III,  
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  
Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports  
6/17/82 Paragraph 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.
6/17/82 Paragraph 7 of the AReply@ should reference the requirements of NF-2600 instead of NF-2800.  This is a typographical error in that NF-2800 does not exist.


RG 1.84, Page 42 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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  
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  
2/14/83  
2/20/84 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  
2/20/84 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  
9/17/84  
4/08/85 The fracture toughness requirements as listed in Code Case N-249-4 apply only to 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, or on a case-by-case basis.
4/08/85 The fracture toughness requirements as listed in Code Case N-249-4 apply only to 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, AStandard 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  
Rev. 35 of RG 1.84, Page 40
Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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  
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  
9/05/85  
9/05/85  
Line 1,503: Line 1,388:
12/08/00  
12/08/00  
The fracture toughness requirements apply only to piping supports and not to Classes 1,  
The fracture toughness requirements apply only to 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 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.
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,
 
AStandard 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: AFor 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  
N-260  
Weld Repair of SA-182 Type 316 Forgings, Section III, Division 1, Classes 1, 2, 3, and MC  
Weld Repair of SA-182 Type 316 Forgings, Section III, Division 1, Classes 1, 2, 3, and MC  
Line 1,515: Line 1,402:
This Code Case is listed in Regulatory Guide 1.193.
This Code Case is listed in Regulatory Guide 1.193.


N-284-2 Metal Containment Shell Buckling Design Methods, Section III, Division 1, Class MC
N-299 Use of Nickel-Chromium-Molybdenum-Columbium Alloy 625 Forgings, Section III, Division 1, Class 2 and Class 3 Components  
1/10/07 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-304-3 Use of 20 Cr-25Ni-6Mo (Alloy UNS N08366) Welded Tubes for Section III, Division 1, Classes 2 and 3 Construction  
7/18/85 N-304 N-304-1 N-304-2 N-304-3 Use of 20 Cr-25Ni-6Mo (Alloy UNS N08366) Welded Tubes for Section III, Division 1, Classes 2 and 3 Construction  
7/12/84  
7/12/84  
Line 1,522: Line 1,408:
12/05/85  
12/05/85  
2/23/87 N-309 Identification of Materials for Component Supports, Section III, Division 1  
2/23/87 N-309 Identification of Materials for Component Supports, Section III, Division 1  
5/11/84  
5/11/84 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  
 
RG 1.84, Page 43 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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  
2/20/84  
7/12/84  
7/12/84  
Line 1,530: Line 1,414:
12/11/89  
12/11/89  
4/28/94 Applicants should identify in their safety analysis report:  
4/28/94 Applicants should identify in their safety analysis report:  
(1)  
(1) the method of lug attachment,  
the method of lug attachment,  
(2) the piping system involved, and  
(2)  
(3) the location in the system where the Code Case is to be applied.
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  
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  
Line 1,543: Line 1,424:
N-321 Use of Modified SA-249, Type 304, Section III, Division 1, Class 1 Construction  
N-321 Use of Modified SA-249, Type 304, Section III, Division 1, Class 1 Construction  
12/05/85 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  
12/05/85 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,     
7/18/85  
 
Rev. 35 of RG 1.84, Page 41 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-345 Attachment of AMS 5382 Alloy 31 Seat Rings by Friction Welding, Section III,     
Division 1, Classes 1, 2, and 3  
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  
12/13/82 N-352 Use of SA-638 Grade 660 Forgings and Bars Below 700EF Without Stress Rupture Tests, Section III, Division 1  
7/18/85 N-362 Alternate Rules for Pressure Testing of Containment Items, Section III,  
7/18/85 N-362 Alternate Rules for Pressure Testing of Containment Items, Section III,  
Division 1  
Division 1  
Line 1,563: Line 1,446:
7/24/89 N-391-1 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping, Section III, Division 1  
7/24/89 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:  
8/24/95 The following typographical errors need to be corrected:  
(1)  
(1) In equation (3) the + sign should be changed to an = sign, and  
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.
(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  
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  
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  
 
RG 1.84, Page 44 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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:  
12/11/92 Applicants should identify in their safety analysis report:  
(1)  
(1) the method of lug attachment,  
the method of lug attachment,  
(2) the piping system involved, and  
(2)  
(3) the location in the system where the Code Case is to be applied.
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  
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:  
12/12/94 Applicants should identify in their safety analysis report:  
(1)  
(1) the method of lug attachment,  
the method of lug attachment,  
(2) the piping system involved, and  
(2)  
(3) the location in the system where the Code Case is to be applied.
the piping system involved, and  
(3)  
the location in the system where the Code Case is to be applied.


N-411 Alternative Damping Values for Seismic Analysis of Classes 1, 2, and 3 Piping Sections, Section III, Division 1  
Rev. 35 of RG 1.84, Page 42 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-411 Alternative Damping Values for Seismic Analysis of Classes 1, 2, and 3 Piping Sections, Section III, Division 1  
2/20/86  
2/20/86  
(1)  
(1)  
The damping values specified may be used in analyzing piping response for 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 should be used.]  
The damping values specified may be used in analyzing piping response for 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)  
(2)  
The damping values specified may be used only in those analyses in which current 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].  The acceptance of the use with other types of dynamic analyses (e.g., time-history analysis) is pending further justification.
The damping values specified may be used only in those analyses in which current 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)  
(3)  
Line 1,611: Line 1,484:
5/24/96  
5/24/96  
7/27/92 N-438-3 UNS N08367 Material, Section III, Division 1, Class 2 and 3 Construction  
7/27/92 N-438-3 UNS N08367 Material, Section III, Division 1, Class 2 and 3 Construction  
5/24/96  
5/24/96 N-439 Use 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  
RG 1.84, Page 45 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-439 Use 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  
7/10/00  
N-440  
N-440  
Line 1,626: Line 1,497:
11/11/99 N-453 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Welded Pipe for Class 2 and 3 Construction, Section III, Division 1  
11/11/99 N-453 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Welded Pipe for Class 2 and 3 Construction, Section III, Division 1  
11/30/88 N-453-1 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Seamless and Welded Pipe for Class 2 and 3 Construction, Section III, Division 1  
11/30/88 N-453-1 Nickel-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-453-2 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925 and N08926)  
4/30/92  
 
Rev. 35 of RG 1.84, Page 43 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-453-2 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925 and N08926)  
Seamless and Welded Pipe for Class 2 and 3 Construction, Section III, Division 1  
Seamless and Welded Pipe for Class 2 and 3 Construction, Section III, Division 1  
12/12/95 N-454 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Wrought Fittings for Class 2 and 3 Construction, Section III, Division 1  
12/12/95 N-454 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Wrought Fittings for Class 2 and 3 Construction, Section III, Division 1  
Line 1,640: Line 1,513:
12/16/91 N-492 Grade 9 Titanium Alloy Tubing, Section III, Division 1, Class 1, 2, and 3  
12/16/91 N-492 Grade 9 Titanium Alloy Tubing, Section III, Division 1, Class 1, 2, and 3  
5/11/94 N-497 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials, Section III, Division 1, Class 2 and 3 Construction  
5/11/94 N-497 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials, Section III, Division 1, Class 2 and 3 Construction  
12/09/93 N-500
12/09/93 N-510  
 
N-500-1 N-500-2 N-500-3 Alternative Rules for Standard Supports for Classes 1, 2, 3, and MC, Section III,
Division 1
12/09/93
 
8/14/01
2/20/04
8/05/11 N-510  
Borated Stainless Steel for Class CS Core Support Structures and Class 1 Components, Section III, Division 1  
Borated Stainless Steel for Class CS Core Support Structures and Class 1 Components, Section III, Division 1  
12/12/94  
12/12/94 N-520  
 
Alternative Rules for Renewal of N-type Certificates for Plants Not in Active Construction, Section III, Division 1  
RG 1.84, Page 46 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-520  
10/26/94 N-564 N-564-1 UNS J93380, Alloy CD3MWCuN, Class 2 and 3 Construction, Section III, Division 1  
 
N-520-1 N-520-2 N-520-3 N-520-4 Alternative Rules for Renewal of N-type Certificates for Plants Not in Active Construction, Section III, Division 1  
10/26/94  
 
5/09/03
11/01/07
11/10/09
3/13/12 N-564 N-564-1 UNS J93380, Alloy CD3MWCuN, Class 2 and 3 Construction, Section III, Division 1  
7/30/98  
7/30/98  
12/31/96 N-570  
12/31/96 N-570  
N-570-1 Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1, 2, 3, and MC, Section, III, Division 1  
Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1, 2, 3, and MC, Section, III, Division 1  
3/28/06
3/28/06 N-580  
1/05/06 N-580  
Use of Alloy 600 With Columbium Added, Section III, Division 1  
N-580-1 Use of Alloy 600 With Columbium Added, Section III, Division 1  
5/20/98 N-621 Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800EF, Section III, Division 1  
5/26/97
11/02/04 N-625 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800EF, Section III, Division 1  
5/20/98 N-594 Repairs to P-4 and P-5A Castings Without Postweld Heat Treatment Class 1, 2, and 3 Construction, Section III, Division 1
3/02/98 N-595-3 Requirements for Spent Fuel Storage Canisters, Section III, Division 1
4/08/02 The canisters must be made from austenitic stainless steel Type 304 or 316.
 
N-621 Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800°F, Section III, Division 1  
11/02/04 N-625 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800°F, Section III, Division 1  
3/28/01 N-644 Weld Procedure Qualification for Procedures Exempt from PWHT in Class 1, 2, and 3 Construction, Section III, Division 1 Reinstated  
3/28/01 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 N-655 Use of SA-738, Grade B, for Metal Containment Vessels, Class MC, Section III, 
2/14/03  
Division 1
1332-6 Requirements for Steel Forgings, Section III and VIII, Division 1  
2/25/02 For metal containment vessels up to 1.75 inch thick:
1/08/79  
(1)  Supplementary Requirement S17, Vacuum Carbon-Deoxidized Steel, of Material Specification SA-738 must be applied to the material, and
(2)  Supplementary Requirement S20, Maximum Carbon Equivalent for Weldability, of Material Specification SA-738 must be applied to the material.
 
N-757 Alternative Rules for Acceptability for Class 2 and 3 Valves (DN 25) and Smaller with Welded and Nonwelded End Connections Other than Flanges, Section III, Division 1
1/21/07 N-759 N-759-1 Alternative Rules for Determining Allowable External Pressure and Comprehensive Stresses for Cylinders, Cones, Spheres, and Formed Heads, Class 1, 2, and 3, Section III, Division 1
10/04/06
10/19/07 N-760
N-760-1 Welding of Valve Plugs to Valve Stem Retainers, Classes 1, 2, and 3, Section III,
Division 1
3/27/07
2/12/08
1332-6 Requirements for Steel Forgings, Section III, Division 1  
3/01/79  
1335-9 Requirements for Bolting Materials  
1335-9 Requirements for Bolting Materials  
8/28/78  
8/28/78  
Line 1,702: Line 1,540:
1407-2 Time of Examination for Class 1, 2, and 3, Section III Vessels  
1407-2 Time of Examination for Class 1, 2, and 3, Section III Vessels  
7/01/74  
7/01/74  
RG 1.84, Page 47 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date
1414-3  
1414-3  
1414-4 High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels  
1414-4 High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels  
Line 1,711: Line 1,547:
1484-1 SB-163 Nickel-Chromium-Iron Tubing (Alloy 600) at a Specified Minimum Yield Strength of 40.0 ksi, Section III, Class 1  
1484-1 SB-163 Nickel-Chromium-Iron Tubing (Alloy 600) at a Specified Minimum Yield Strength of 40.0 ksi, Section III, Class 1  
11/04/74  
11/04/74  
Rev. 35 of RG 1.84, Page 44 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date
1484-2 SB-163 Nickel-Chromium-Iron Tubing (Alloy 600 and 690) at a Specified Minimum Yield Strength of 40.0 ksi, Section III, Class 1  
1484-2 SB-163 Nickel-Chromium-Iron Tubing (Alloy 600 and 690) at a Specified Minimum Yield Strength of 40.0 ksi, Section III, Class 1  
8/13/76  
8/13/76  
Line 1,735: Line 1,573:
1/08/79  
1/08/79  
1606 Stress Criteria for Section III, Class 2 and 3 Piping Subjected to Upset, Emergency, and Faulted Operating Conditions  
1606 Stress Criteria for Section III, Class 2 and 3 Piping Subjected to Upset, Emergency, and Faulted Operating Conditions  
12/16/74 Code Case 1606 was acceptable subject to the interpretation that the stress limit 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.
12/16/74 Code Case 1606 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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.


1607 Stress Criteria for Section III, Classes 2 and 3 Vessels Subjected to Upset, Emergency, and Faulted Operating Conditions  
1607 Stress Criteria for Section III, Classes 2 and 3 Vessels Subjected to Upset, Emergency, and Faulted Operating Conditions  
11/04/74 Code Case 1607 was acceptable subject to the interpretation that the stress limit 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.
11/04/74 Code Case 1607 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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.


1618 Material for Core Support Structures, Section III, Subsection NG  
1618 Material for Core Support Structures, Section III, Subsection NG  
Line 1,747: Line 1,585:
Use of alloy ASTM A-564 Grade 631 is not acceptable on a generic basis.
Use of alloy ASTM A-564 Grade 631 is not acceptable on a generic basis.


RG 1.84, Page 48 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date
1618-1 Material for Core Support Structures, Section III, Subsection NG  
1618-1 Material for Core Support Structures, Section III, Subsection NG  
3/01/76 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should be performed when the material is in the solution-treated condition.
3/01/76 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should be performed when the material is in the solution-treated condition.
Line 1,764: Line 1,601:
6/30/75  
6/30/75  
11/03/75  
11/03/75  
3/01/76 The maximum measured ultimate tensile strength of the component support material should not exceed 170 ksi.
3/01/76 The maximum measured ultimate tensile strength of the component support material  
 
Rev. 35 of RG 1.84, Page 45 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date should not exceed 170 ksi.


1644-4  
1644-4  
Line 1,779: Line 1,618:
the component that contains the material has essentially no residual stresses or assembly stresses, and it does not experience frequent sustained loads in service.
the component that contains the material has essentially no residual stresses 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  
1682 Alternate Rules for Material Manufacturers and Suppliers, Section III,  
Subarticle NA-3700  
8/11/75  
8/11/75  
1683 Bolt Holes for Section III, Division 1, Class 1, 2, 3 and MC Component Supports  
1683 Bolt Holes for Section III, Division 1, Class 1, 2, 3 and MC Component Supports  
Line 1,793: Line 1,633:
1702 Flanged Valves Larger than 24 inches for Section III, Class 1, 2 and 3 Construction  
1702 Flanged Valves Larger than 24 inches for Section III, Class 1, 2 and 3 Construction  
7/11/77  
7/11/77  
1714 Postweld Heat Treatment of P-1 Material, Section III, Class MC  
1714 Post-weld Heat Treatment of P-1 Material, Section III, Class MC  
7/11/77  
7/11/77  
1720  
1720  
Line 1,800: Line 1,640:


1720-1 Weld End Preparation for Section III, Division Construction  
1720-1 Weld End Preparation for Section III, Division Construction  
11/20/78  
11/20/78 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.
 
RG 1.84, Page 49 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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.


1722 Vacuum, Carbon Deoxidized SA-508 Forgings, Section III, Division 1, and VIII,  
1722 Vacuum, Carbon Deoxidized SA-508 Forgings, Section III, Division 1, and VIII,  
Line 1,816: Line 1,654:
5/15/78 Applicants using this Case should also use Code Case 1711 for the design of pressure relief valves.
5/15/78 Applicants using this Case should also use Code Case 1711 for the design of pressure relief valves.


Rev. 35 of RG 1.84, Page 46 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date
1761 Use of SG-148 Alloy CA954 for Section III, Division 1, Class 2 or 3 Flanged End Valves  
1761 Use of SG-148 Alloy CA954 for Section III, Division 1, Class 2 or 3 Flanged End Valves  
1/14/77  
1/14/77  
Line 1,824: Line 1,663:
1780  
1780  
Hydrostatic Testing and Stamping of Pumps for Class 1 Construction, Section III, Division 1  
Hydrostatic Testing and Stamping of Pumps for Class 1 Construction, Section III, Division 1  
3/10/78 Each licensing application in which the Code Case is to be used should present information that satisfactorily demonstrates that the subassembly tests adequately simulate the pressure loadings.  Also, the closure fixture for the test subassembly should 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 greater than 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  
3/10/78 Each licensing application in which the Code Case is to be used should present information that satisfactorily demonstrates that the subassembly tests adequately simulate the pressure loadings.  Also, the closure fixture for the test subassembly should 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 greater than 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  
1783 Qualification of Nondestructive Personnel, Section III, Division 1  
1/14/77 The first sentence of paragraph (1) should be replaced with the following: The certification 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  
1/14/77 The first sentence of paragraph (1) should be replaced with the following: AThe certification 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.
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, Page 50
Rev. 35 of RG 1.84, Page 47


==D. IMPLEMENTATION==
==D. IMPLEMENTATION==
The purpose of this section is to provide information to applicants and licensees regarding the NRC  
The purpose of this section is to provide information to applicants and licensees regarding the NRC  
staffs plans for using this regulatory guide.  The requirements addressing implementation of Section III  
staff=s plans for using this regulatory guide.  The requirements addressing implementation of Section III  
Code Cases are contained in 10 CFR 50.55a(b)(4).  No backfit is intended or approved in connection with the issuance of this guide.
Code Cases are contained in 10 CFR 50.55a(b)(4).  No backfit is intended or approved in connection with the issuance of this guide.


REGULATORY ANALYSIS  
REGULATORY ANALYSIS  


A separate regulatory analysis was not prepared for this regulatory guide.  The regulatory analysis for this guide is the regulatory analysis prepared for the amendment to 10 CFR 50.55a, Codes and Standards. The amendment to 10 CFR 50.55a incorporates this regulatory guide by reference.
A separate regulatory analysis was not prepared for this regulatory guide.  The regulatory basis for this guide is the regulatory analysis prepared for the amendment to 10 CFR 50.55a, ACodes and Standards@
(Ref. 14), which incorporates this regulatory guide by reference.


RG 1.84, Page 51 REFERENCES1
Rev. 35 of RG 1.84, Page 48 REFERENCES2


1.
1.


Code of Federal Regulations, Title 10, Energy, Part 50, Domestic Licensing of Production and Utilization Facilities (10 CFR Part 50), U.S. Nuclear Regulatory Commission, Washington, DC.
Code of Federal Regulations, Title 10, Energy, Part 50, ADomestic Licensing of Production and Utilization Facilities@ (10 CFR Part 50), U.S. Nuclear Regulatory Commission, Washington, DC.


2.
2.


ASME Boiler and Pressure Vessel Code, Section III, Rules for Construction of Nuclear Power Plant Components, Division I, American Society of Mechanical Engineers, New York, NY.2
ASME Boiler and Pressure Vessel Code, Section III, ARules for Construction of Nuclear Power Plant Components,@ Division I, American Society of Mechanical Engineers, New York, NY.3


3.
3.


Regulatory Guide 1.147, Inservice Inspection Code Case Acceptability, ASME Section XI,  
Paperwork Reduction Act of 1995 (Public Law 104-13), United States Code, Title 44, APublic Printing and Documents,@ Chapter 35, ACoordination of Federal Information Policy@
Division 1, U.S. Nuclear Regulatory Commission, Washington, DC.
(44 U.S.C. 3501 et seq.), 104th Congress of the United States of America, Washington, DC.4


4.
4.


Regulatory Guide 1.192, Operation and Maintenance Code Case Acceptability, ASME OM Code, U.S. Nuclear Regulatory Commission, Washington, DC.
Regulatory Guide 1.193, AASME Code Cases Not Approved for Use,@ U.S. Nuclear Regulatory Commission, Washington, DC.


5.
5.


Regulatory Guide 1.193, ASME Code Cases Not Approved for Use, U.S. Nuclear Regulatory Commission, Washington, DC.
ASTM A 262-70, AStandard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels,@ American Society for Testing and Materials, West Conshohocken, PA.5


6.
6.


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
ASTM A 708-74, APractice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized Austenitic Stainless Steels,@ American Society for Testing and Materials, West Conshohocken, PA.
(44 U.S.C. 3501 et seq.), 104th Congress of the United States of America, Washington, DC.3


7.
7.


ASTM A 262-70, Standard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels, American Society for Testing and Materials, West Conshohocken, PA.4
Regulatory Guide 1.122, ADevelopment of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components,@ U.S. Nuclear Regulatory Commission, Washington, DC.


8.
8.


ASTM A 708-74, Practice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized Austenitic Stainless Steels, American Society for Testing and Materials, West Conshohocken, PA.6
Regulatory Guide 1.61, ADamping Values for Seismic Design of Nuclear Power Plants,@ U.S.


9.
Nuclear Regulatory Commission, Washington, DC.


Regulatory Guide 1.122, Development of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components, U.S. Nuclear Regulatory Commission, Washington, DC.
2 Publicly available NRC published documents are available electronically through the Electronic Reading Room on the NRCs public Web site at: http://www.nrc.gov/reading-rm/doc-collections/.  The documents can also be viewed on-line or printed for a fee in the NRCs Public Document Room (PDR) at 11555 Rockville Pike, Rockville, MD; the mailing address is USNRC PDR, Washington, DC 20555; telephone 301-415-4737 or (800) 397-4209; fax (301) 415-3548; and e-mail pdr.resource@nrc.gov.


1 Publicly available NRC published documents are available electronically through the NRC Library on the NRCs public Web site at: http://www.nrc.gov/reading-rm/doc-collections/.  The documents can also be viewed on-line or printed for a fee in the NRCs Public Document Room (PDR) at 11555 Rockville Pike, Rockville, MD; the mailing address is USNRC PDR, Washington, DC 20555; telephone 301-415-4737 or (800) 397-4209; fax (301) 415-3548; and e-mail pdr.resource@nrc.gov.
3 Copies may be purchased from the American Society of Mechanical Engineers, Three Park Avenue, New York, NY
 
2 Copies 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.
10016-5990; phone (212) 591-8500; fax (212) 591-8501; www.asme.org.


3 The Paperwork Reduction Act of 1995 (44 U.S.C. 3501 et seq.) is available electronically through the Federal Register Web site administered by the U.S. National Archives and Records Administration, at http://www.archives.gov/ federal- register/laws/paperwork-reduction/  
4 The Paperwork Reduction Act of 1995 (44 U.S.C. 3501 et seq.) is available electronically through the Federal Register Web site administered by the U.S. National Archives and Records Administration, at http://www.archives.gov/federal- register/laws/paperwork-reduction/  
4 Copies of ASTM standards may be purchased from the American Society for Testing and Materials, 100 Barr Harbor Drive, 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, Page 52
5 Copies of ASTM standards may be purchased from the American Society for Testing and Materials, 100 Barr Harbor Drive, 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.
10. Regulatory Guide 1.61, Damping Values for Seismic Design of Nuclear Power Plants, U.S.


Nuclear Regulatory Commission, Washington, DC.
Rev. 35 of RG 1.84, Page 49
9.
 
NUREG/CR-3526, AImpact of Changes in Damping and Spectrum Peak Broadening on the Seismic Response of Piping Systems,@ U.S. Nuclear Regulatory Commission, Washington, DC.
 
10. Regulatory Guide 1.31, AControl of Ferrite Content in Stainless Steel Weld Metal,@ U.S. Nuclear Regulatory Commission, Washington, DC.
 
11. Regulatory Guide 1.44, AControl of the Use of Sensitized Stainless Steel,@ U.S. Nuclear Regulatory Commission, Washington, DC.


11. NUREG/CR-3526, Impact of Changes in Damping and Spectrum Peak Broadening on the Seismic Response of Piping Systems, U.S. Nuclear Regulatory Commission, Washington, DC.
12. Regulatory Guide 1.67, AInstallation of Over-Pressure Protection Devices,@ U.S. Nuclear Regulatory Commission, Washington, DC.


12. Regulatory Guide 1.31, Control of Ferrite Content in Stainless Steel Weld Metal, U.S. Nuclear Regulatory Commission, Washington, DC.
13.


13. Regulatory Guide 1.44, Control of the Use of Sensitized Stainless Steel, U.S. Nuclear Regulatory Commission, Washington, DC.
NUREG-0800, AStandard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants (LWR Edition),@ Section 9.5.1, AFire Protection System,@ U.S. Nuclear Regulatory Commission, Washington, DC.


14. Regulatory Guide 1.67, Installation of Over-Pressure Protection Devices, U.S. Nuclear Regulatory Commission, Washington, DC.
14.


15. NUREG-0800, Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants (LWR Edition), Section 9.5.1, Fire Protection System, U.S. Nuclear Regulatory Commission, Washington, DC.
Final Rule, AIncorporation by Reference of Regulatory Guide 1.84, Revision 35, and Regulatory Guide 1.147, Revision 16, into 10 CFR 50.55a,@ U.S. Nuclear Regulatory Commission, Washington, DC, July 2010.6


APPENDIX A
6 Copies of this final rule are available for inspection and copying for a fee at the NRCs Public Document Room (PDR),
which is located at 11555 Rockville Pike, Rockville, Maryland.  The PDRs mailing address is USNRC PDR,
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.Resource@nrc.gov.  In addition, the regulatory analysis is available electronically through the NRCs Agencywide Documents Access and Management System (ADAMS)
at http://www.nrc.gov/reading-rm/adams.html, under Accession No. ML100560131.


SUPPLEMENTS ADDRESSED IN REVISION 37 OF REGULATORY GUIDE 1.84  
Appendix A to RG 1.84, Page A-1 APPENDIX A


Appendix A to RG 1.84, Page A-1
SUPPLEMENTS ADDRESSED IN REVISION 35 OF REGULATORY GUIDE 1.84  


Edition Supplement Number BNCS1 Approval Date of Code Cases in Supplement2
Edition Supplement Number BNCS1 Approval Date of Code Cases in Supplement2
2004
2 August 4, 2004
2004
3 November 2, 2004
2004
4 January 12, 2005
2004
5 February 22, 2005
2004
6 July 5, 2005
2004
7 October 11, 2005
2004
8 March 28, 2006
2004
9 April 19, 2006
2004
10
July 14, 2006
2004
11 October 12, 2006
2007  
2007  
11 November 10, 2009
2010
0  
0  
December 25, 2009
January 10, 2007
2010
1 April 9, 2010
2010
2 June 24, 2010
2010
3 September 20, 2010
2010
4 December 23, 2010
2010
5 March 24, 2011
2010
6 July 15, 2011
2010
7 October 14, 2011
2010
8 December 29, 2011
2010
9 April 4, 2012
2010
10  
July 16, 2012
1 BNCS = ASME Board on Nuclear Codes and Standards  
1 BNCS = ASME Board on Nuclear Codes and Standards  
2 Publication of supplements approximately 6 months after BNCS approval.
2 Publication of supplements approximately 6 months after BNCS approval.


APPENDIX B  
Appendix B to RG 1.84, Page B-1 APPENDIX B  


NUMERICAL LISTING OF SECTION III CODE CASES IN  
NUMERICAL LISTING OF SECTION III CODE CASES IN  
SUPPLEMENT 11 TO THE 2007 EDITION AND  
SUPPLEMENT 2 THROUGH SUPPLEMENT 11 TO THE 2004 EDITION,
SUPPLEMENTS 0 THROUGH 10 TO THE 2010 EDITION1
AND SUPPLEMENT 0 TO THE 2007 EDITION7
 
1 Except for Code Cases pertaining to: high temperature gas-cooled reactors; certain requirements in Section III, Division
2; Section III, Division 3; and liquid-metal.
 
2 Code Case is not acceptable for use; see Regulatory Guide 1.193, Revision 5 (Ref. 5).
3 Code Case N-500-3 not approved as it was superseded by Code Case N-500-4.


4 Code Case was approved for use in Revision 36 of Regulatory Guide 1.84.
N-4-12 N-7-1 N-284-2 N-373-3 N-570-1 N-572 N-595-48 N-621-1 N-6708 N-699 N-7078 N-725 N-727 N-7288 N-732 N-736 N-738 N-741 N-744 N-746 N-756 N-759


Appendix B to RG 1.84, Page B-1
7 Except for those Code Cases pertaining to: high temperature gas-cooled reactors, Section III, Division 2, liquid metal, and submerged spent fuel waste casks.


N-201-62 N-284-3 N-500-33 N-500-4 N-520-3 N-520-4 N-520-5 N-594-1 N-637-1 N-655-2 N-755-12 N-7612 N-763 N-777 N-785 N-7912 N-7922 N-7932 N-7942 N-7962 N-8014 N-8024 N-8042 N-8072 N-811 N-8122 N-815 N-816 N-817 N-8182 N-819 N-8202 N-822 N-8282
8 Code Case is not acceptable for use; see Regulatory Guide 1.193 (Ref. 4).


APPENDIX C  
Appendix C to RG 1.84, Page C-1 APPENDIX C  


NUMERICAL LISTING OF SECTION III CODE CASES
NUMERICAL LISTING OF SECTION III CODE CASE1 AND TABLE WHERE EACH CODE CASE IS LISTED  
AND TABLE WHERE EACH CODE CASE IS LISTED  
 
1 Except for Code Cases pertaining to: high temperature gas-cooled reactors; certain requirements in Section III, Division
2; Section III, Division 3; and liquid-metal.
 
2 Code Case is not acceptable for use; see Rev. 5 of Regulatory Guide 1.193 (Ref. 5).
Appendix C to RG 1.84, Page C-1


N-1-7 [T3]   
N-1-7 [T3]   
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N-3-10 [T3]  
N-3-10 [T3]  
N-4-11 [T5]  
N-4-11 [T5]  
N-4-12 [T5]
N-4-12 [T1]  
N-4-13 [T1]  
N-5 [T5]  
N-5 [T5]  
N-5-1 [T3]  
N-5-1 [T3]  
Line 2,016: Line 1,846:
N-60-3 [T5]  
N-60-3 [T5]  
N-60-4 [T5]  
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Line 2,116: Line 1,946:
N-192-3 [T1]  
N-192-3 [T1]  
N-193 [T3]  
N-193 [T3]  
APPENDIX C
NUMERICAL LISTING OF SECTION III CODE CASES
AND TABLE WHERE EACH CODE CASE IS LISTED
Appendix C to RG 1.84, Page C-2
N-196 [T5]  
N-196 [T5]  
N-196-1 [T3]  
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N-208-1 [T1]   
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N-233 [T3]  
N-233 [T3]  
N-237 [T5]  
N-237 [T5]  
N-237-1 [T5]  
 
Appendix C to RG 1.84, Page C-2 N-237-1 [T5]  
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N-238 [T4]  
Line 2,160: Line 1,983:
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N-281 [T3]  
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N-282 [T3]  
N-284-12 N-284-2 [T5]
N-284-12 N-284-2 [T1]  
N-284-3 [T1]  
N-292 [T4]  
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N-294 [T3]  
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Line 2,242: Line 2,064:
N-324 [T3]  
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N-329 [T1]  
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N-337 [T5]  
Line 2,290: Line 2,112:
N-384-1 [T3]  
N-384-1 [T3]  
N-387 [T3]  
N-387 [T3]  
APPENDIX C
NUMERICAL LISTING OF SECTION III CODE CASES
AND TABLE WHERE EACH CODE CASE IS LISTED
Appendix C to RG 1.84, Page C-3
N-388 [T3]  
N-388 [T3]  
N-391 [T5]  
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Line 2,314: Line 2,128:
N-404 [T4]  
N-404 [T4]  
N-405-1 [T1]  
N-405-1 [T1]  
N-410 [T3 N-411 [T5]  
N-410 [T3]
N-411 [T5]  
N-411-1 [T4]  
N-411-1 [T4]  
N-412 [T3]  
N-412 [T3]  
Line 2,364: Line 2,179:
N-474-2 [T3]  
N-474-2 [T3]  
N-475 [T3]  
N-475 [T3]  
N-476 [T3]  
 
Appendix C to RG 1.84, Page C-3 N-476 [T3]  
N-482 [T3]  
N-482 [T3]  
N-483-22 N-483-32 N-484 [T5]  
N-483-22 N-483-32 N-484 [T5]  
Line 2,373: Line 2,189:
N-497 [T5]  
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N-497-1 [T3]  
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N-500 [T5]
N-5003 N-500-1 [T2]  
N-500-1 [T5]  
N-500-2 [T1]  
N-500-2 [T5]
N-500-3 [T5]
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N-501 [T3]  
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N-5192 [T3]  
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N-520 [T5]  
N-520 [T5]  
N-520-1 [T5]
N-520-1 [T1]  
N-520-2 [T5]
N-520-3 [T5]
N-520-4 [T5]
N-520-5 [T1]  
N-525 [T1]  
N-525 [T1]  
N-5302 N-539 [T1]  
N-5302 N-539 [T1]  
Line 2,404: Line 2,213:
N-564-2 [T1]  
N-564-2 [T1]  
N-5652 N-570 [T5]  
N-5652 N-570 [T5]  
N-570-1 [T5]
N-570-1 [T2]  
N-570-2 [T1]  
N-572 [T1]  
N-572 [T1]  
N-579 [T1]  
N-579 [T1]  
N-580 [T5]  
N-580 [T5]  
N-580-1 [T5]
N-580-1 [T1]  
N-580-2 [T1]  
N-594 [T1]  
N-594 [T5]
N-5952 N-595-12 N-595-22 N-595-32 N-595-42 N-596 [T3]  
N-594-1 [T1]  
N-5952 N-595-12 N-595-22 N-595-3 [T5]
N-595-4 [T4]
N-596 [T3]  
N-607 [T1]  
N-607 [T1]  
N-608 [T3]  
N-608 [T3]  
Line 2,428: Line 2,232:
N-631 [T1]  
N-631 [T1]  
N-632 [T1]  
N-632 [T1]  
N-634 N-635 [T5]  
N-635 [T5]  
N-635-1 [T1]  
N-635-1 [T1]  
N-636 [T1]  
N-636 [T1]  
N-637 [T5]
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N-637-1 [T1]  
N-642 [T1]  
N-642 [T1]  
N-644 [T5]  
N-644 [T5]  
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N-6452 N-645-12 N-646 [T1]  
N-6452 N-645-12 N-646 [T1]  
N-650 [T1]  
N-650 [T1]  
N-655 [T5]
N-655 [T2]  
N-655-1 [T5]
N-655-2 [T1]  
N-656 [T2]  
N-656 [T2]  
N-657 [T1]  
N-657 [T1]  
N-6592 N-659-12 N-659-22 N-6732 N-692 [T1]  
N-6592 N-659-12 N-6702 N-6732 N-692 [T1]  
N-6932 N-698 [T1]  
N-6932 N-698 [T1]  
N-699 [T1]  
N-699 [T1]  
N-703 [T1]  
N-703 [T1]  
N-7072  
N-7072 N-710 [T1]  
 
N-725 [T1]  
APPENDIX C
 
NUMERICAL LISTING OF SECTION III CODE CASES
AND TABLE WHERE EACH CODE CASE IS LISTED
 
Appendix C to RG 1.84, Page C-4
 
N-708 [T1]
N-710 [T1]  
N-7212 N-725 [T1]  
N-727 [T1]  
N-727 [T1]  
N-7282 N-732 [T3]  
N-7282 N-732 [T1]  
N-736 [T1]  
N-736 [T1]  
N-738 [T1]  
N-738 [T1]  
Line 2,466: Line 2,257:
N-744 [T1]  
N-744 [T1]  
N-746 [T1]  
N-746 [T1]  
N-7552 N-755-12 N-756 [T1]
N-756 [T1]  
N-757 [T5]
N-759 [T1]  
N-757-1 [T2]
N-759 [T5]
N-759-1 [T5]  
N-759-2 [T1]
N-760 [T5]
N-760-1 [T5]
N-760-2 [T1]
N-7612 N-763[T1]
N-767 [T1]
N-774 [T1]
N-777 [T1]
N-782 [T1]
N-785 [T1]
N-7912 N-7922 N-7932 N-7942 N-7962 N-801 [T1]
N-802 [T1]
N-8042 N-8072 N-811 [T1]  
N-8122 N-815 [T1]
N-816 [T1]
N-817 [T1]
N-8182 N-819 [T1]
N-820
N-822 [T1]
N-8282
1141-7 [T3]  
1141-7 [T3]  
1332-6 [T5]  
1332-6 [T5]  
Line 2,554: Line 2,322:
1608-1 [T3]  
1608-1 [T3]  
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1613 [T3]  
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1615 [T3]  
Line 2,596: Line 2,363:
1683 [T5]  
1683 [T5]  
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1683-1 [T3]  
Appendix C to RG 1.84, Page C-4
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1713 [T3]  
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APPENDIX C
NUMERICAL LISTING OF SECTION III CODE CASES
AND TABLE WHERE EACH CODE CASE IS LISTED
Appendix C to RG 1.84, Page C-5
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1 Except for those Code Cases pertaining to high temperature gas-cooled reactors; Section III, Division 2; liquid metal;
and submerged spent fuel waste casks.
 
2 Code Case is not acceptable for use; see Regulatory Guide 1.193 (Ref. 4).}}


{{RG-Nav}}
{{RG-Nav}}

Revision as of 04:21, 14 January 2025

5, Design, Fabrication, and Materials Code Case Acceptability, ASME Section III
ML101800532
Person / Time
Issue date: 07/31/2010
From: Norris W
NRC/RES/DE/CIB
To:
Norris, Wallace, RES/DE/CIB, 251-7650
References
DG-1191 RG-1.084, Rev. 35
Download: ML101800532 (55)
v • d • e


The NRC issues regulatory guides to describe and make available to the public methods that the NRC staff considers acceptable for use in implementing specific parts of the agency=s regulations, techniques that the staff uses in evaluating specific problems or postulated accidents, and data that the staff needs in reviewing applications for permits and licenses. Regulatory guides are not substitutes for regulations, and compliance with them is not required. Methods and 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.

Regulatory guides are issued in 10 broad divisionsC1, Power Reactors; 2, Research and Test Reactors; 3, Fuels and Materials Facilities; 4, Environmental and Siting; 5, Materials and Plant Protection; 6, Products; 7, Transportation; 8, Occupational Health;

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 the Regulatory 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 Management System (ADAMS) at http://www.nrc.gov/reading-rm/adams.html, under Accession No. ML101800532.

U.S. NUCLEAR REGULATORY COMMISSION October 2010

Revision 35 REGULATORY GUIDE

OFFICE OF NUCLEAR REGULATORY RESEARCH

REGULATORY GUIDE 1.84 (Draft was issued as DG-1191, dated June 2009)

DESIGN, FABRICATION, AND MATERIALS CODE CASE

ACCEPTABILITY, ASME SECTION III

A. INTRODUCTION

General Design Criterion (GDC) 1, AQuality Standards and Records,@ of Appendix A, AGeneral Design Criteria for Nuclear Power Plants,@ to Title 10, Part 50, of the Code of Federal Regulations

(10 CFR Part 50), ADomestic Licensing of Production and Utilization Facilities@ (Ref. 1), requires, in part, that structures, systems, and components important to safety be designed, fabricated, erected, and tested to quality standards commensurate with the importance of the safety function to be performed. Where generally recognized codes and standards are used, Criterion 1 requires that they be identified and evaluated to determine their applicability, adequacy, and sufficiency and be supplemented or modified as necessary to ensure a quality product in keeping with the required safety function.

Criterion 30, AQuality of Reactor Coolant Pressure Boundary,@ of Appendix A to 10 CFR Part 50

requires, 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, AQuality Assurance Criteria for Nuclear Power Plants and Fuel Processing 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.

Provisions of the American Society of Mechanical 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 components important to safety. Among other things, ASME standards committees develop improved methods for the construction and inservice inspection (ISI) of ASME Class 1, 2, 3, MC (metal containment), and CC

Rev. 35 of RG 1.84, Page 2 (concrete containment) nuclear power plant components. A broad spectrum of stakeholders participates in the ASME process, which helps to ensure that the various interests are considered.

The regulation in 10 CFR 50.55a(c), AReactor Coolant Pressure Boundary,@ requires, in part, that components 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, ARules for Construction of Nuclear Power Plant Components,@ of the ASME BPV Code (Ref. 2) or equivalent quality standards.

The ASME publishes a new edition of the BPV Code, which includesSection III, every 3 years, and new addenda every year. The latest editions and addenda of Section III that the U.S. Nuclear Regulatory Commission (NRC) has approved for use are referenced in 10 CFR 50.55a(b). The ASME also publishes Code 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 acceptable alternatives to applicable parts of Section III. Section III Code Cases not yet endorsed by the NRC may be used by a licensee or applicant through 10 CFR 50.55a(a)(3). That section permits the use of alternatives to the Code requirements referenced in 10 CFR 50.55a provided that the proposed alternatives result in an acceptable level 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 the NRC 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.

Because of continuing change in the status of Code Cases, the staff plans periodic updates to 10 CFR

50.55a and this guide to accommodate new Code Cases and any revisions of existing Code Cases.

This regulatory guide does not contain any new or amended information collection requirement subject to the Paperwork Reduction Act of 1995 (Ref. 3). This regulatory guide does, however, contain existing information collections that are covered by the requirements of 10 CFR Part 50, which the Office of Management and Budget (OMB) approved under OMB control number 3150-0011. The NRC may neither conduct nor sponsor, and a person is not required to respond to, an information collection request or requirement unless the requesting document displays a currently valid OMB control number.

B. DISCUSSION

Regulatory Guide 1.84 lists all Section III Code Cases that the NRC has approved for use. For Revision 35 of the guide, the NRC reviewed the Section III Code Cases listed in Supplements 2B11 to the

2004 Edition of the ASME BPV Code and Supplement 0 to the 2007 Edition (Supplement 0 also serves as Supplement 12 to the 2004 Edition).1 Appendix A to this guide lists the supplements reviewed, the applicable edition, and the date on which each supplement was approved by the ASME Board on Nuclear Codes and Standards. Appendix B is a list of the Section III Code Cases addressed in the eleven supplements. Finally, Appendix C is a current list of all Section III Code Cases. The Code Cases addressed by this regulatory guide are listed in five tables:

(1)

Table 1, AAcceptable Section III Code Cases,@ contains the Code Cases that are acceptable to the NRC for application in the design and construction of light-water-cooled nuclear power plants.

1 Except 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.

Rev. 35 of RG 1.84, Page 3

(2)

Table 2, AConditionally Acceptable Section III Code Cases,@ contains Code Cases that are acceptable 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 requirements must be supplemented in order to provide an acceptable level of quality and safety).

(3)

Table 3, AAnnulled Unconditionally Approved Section III Code Cases,@ contains the Code Cases that have been annulled by the ASME.

(4)

Table 4, AAnnulled Conditionally Acceptable Section III Code Cases,@ contains the Code Cases that the NRC determined to be acceptable, provided that they were used with the identified limitations or modifications, but were subsequently annulled by the ASME.

(5)

Table 5, ASection III Code Cases That Have Been Superseded by Revised Code Cases on or After July 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, AASME 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 existing Code Cases listed as approved in Tables 1 and 2 of this guide are incorporated by reference into 10 CFR 50.55a. Code Cases approved by the NRC may be used voluntarily by licensees as an alternative to compliance with ASME Code provisions that have been incorporated by reference into 10 CFR 50.55a.

Requirements related to Code Case implementation are provided in 10 CFR 50.55a(b). When a licensee initially applies a Code Case listed in Tables 1 or 2, the licensee must implement the most recent version of that Code Case incorporated by reference in 10 CFR 50.55a.

Code Cases may be annulled because the provisions have been incorporated into the Code, the application for which it was specifically developed no longer exists, or experience has shown that the design analysis or construction method is no longer adequate. After the ASME annuls a Code Case and the 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 that Code Case until the licensee voluntarily updates itsSection III Code of record. If a Code Case is incorporated by reference into 10 CFR 50.55a and later annulled by the ASME because experience has shown 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 to implement 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.

Rev. 35 of RG 1.84, Page 4

C. REGULATORY POSITION

1.

Acceptable Code Cases

The Code Cases listed in Table 1 below are acceptable to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plant

s. The ASME

issues a new edition of Section III every 3 years. Code Cases are published quarterly in supplements to each edition. Hence, there are 12 supplements to each edition.

Table 1. Acceptable Section III Code Cases

Code Case Number Table 1 Acceptable Section III Code Cases Date N-4-12 Special Type 403 Modified Forgings or Bars,Section III, Division 1, Class 1 and CS

10/18/04 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

2/03/03 N-131-1

(1759-1)

Material for Internal Pressure Retaining Items for Pressure Relief Valves,Section III, Division 1, Class 1, 2, and 3

2/03/03 N-133-3 Use of SB-148 Alloys 952 and 954,Section III, Division 1, Class 3

2/03/03 N-154-1 Projection Resistance Welding of Valve Seats,Section III, Division 1, Classes 1, 2, and 3

2/03/03 N-160-1 Finned Tubing for Construction,Section III, Division 1

2/03/03 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

2/03/03 N-284-2 Metal Containment Shell Buckling Design Methods, Class MC,Section III,

Division 1

1/10/07 N-315 Repair of Bellows,Section III, Division 1

2/03/03

Rev. 35 of RG 1.84, Page 5 Code Case Number Table 1 Acceptable Section III Code Cases Date N-318-5 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 2 or 3 Piping,Section III, Division 1

2/03/03 N-319-3 Alternate Procedure for Evaluation of Stresses in Butt Welding Elbows in Class 1 Piping,Section III, Division 1

2/03/03 N-329 Examination of Bar Material,Section III, Division 1, Class 1

7/23/02 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

5/09/03 N-373-3 Alternative PWHT Time at Temperature for P-No. 5A or P-No. 5B Group 1 Material, Classes 1, 2, and 3

10/08/04 N-391-2 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Class 1 Piping,Section III, Division 1

5/04/04 N-392-3 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded Attachments on Classes 2 and 3 Piping,Section III, Division 1

5/04/04 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-452 Specialized Subcontracted Welding Process (Electron Beam Welding),

Section III, Division 1

5/09/03 N-453-3 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) for Class 2 and 3 Construction,Section III, Division 1

8/14/01 N-454-1 Nickel-Chromium-Molybdenum-Copper Stainless Steels (UNS N08925 and N08926) Wrought Fittings for Class 2 and 3 Construction,Section III,

Division 1

6/17/03 N-455-1 Nickel-Chromium-Molybdenum-Copper Stainless Steels (UNS N08925 and N08926) 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

2/03/03 N-493 Alternative Radiographic Acceptance Criteria 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

Rev. 35 of RG 1.84, Page 6 Code Case Number Table 1 Acceptable Section III Code Cases Date 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

5/04/04 N-511 Design Temperature for Atmospheric and 0-15 psi Storage Tanks,Section III,

Division 1

5/04/04 N-520-1 Alternative Rules for Renewal of N-type Certificates for Plants Not in Active Construction,Section III, Division 1

5/09/03 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 N-548 Air Cooling of SA-182 Grades F304, F304L, F316, F316L Forgings Instead of Liquid Quenching After Solution Heat Treatment, Class 1, 2, and 3,Section III, Division 1

9/07/01 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

2/03/03 N-579 Use of Nonstandard Nuts, Class 1, 2, and 3, MC, CS Components and Supports Construction,Section III, Division 1

2/03/03 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

5/04/04 N-610

Alternative Reference Stress Intensity Factor (K1R) Curve for Class Components,Section III, Division 1

5/04/04 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

5/04/04 N-621-1 Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800EF,Section III,

Division 1

10/08/04 N-625-1 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800EF,Section III,

Division 1

2/20/04

Rev. 35 of RG 1.84, Page 7 Code Case Number Table 1 Acceptable Section III Code Cases Date 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

2/03/03 N-635-1 Use 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-636 Use of 18Cr-13Ni-3Mo (Alloy UNS S31703), 19Cr-15Ni-4Mo (Alloy UNS

S31725), 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-637 Use of 44Fe-25Ni-21Cr-Mo (Alloy UNS N08904) Plate, Bar, Fittings, Welded Pipe, and Welded Tube, Classes 2 and 3,Section III, Division 1

9/24/99 N-642 Alternative Rules for Progressive Liquid Penetrant Examination of Groove Welds In P-No. 8 Materials 3/16 in. (5 mm) Thick and Less Made by Autogenous Machine or Automatic Welding,Section III, Division 1

2/03/03 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 700EF to 850EF, 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

6/17/03 N-698 Design Stress Intensities and Yield Strength for UNS N06690 With a Minimum Specified Yield Strength of 35 ksi (240 Mpa), Class 1 Components,Section III,

Division 1

11/18/03 N-699 Use of Titanium Grade 2 (UNS R50400) Tube and Bar, and Grade 1 (UNS R50250) Plate and Sheet for Class 1 Construction,Section III,

Division 1

1/05/06 N-703 Use of Strain Hardened Austenitic Material 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 N-725 Design Stress Values for UNS N06690 With Minimum Specified Yield Strength of 35 ksi (240 Mpa), Classes 2 and 3 Components,Section III, Division 1

1/12/05

Rev. 35 of RG 1.84, Page 8 Code Case Number Table 1 Acceptable Section III Code Cases Date N-727 Dissimilar Welding Using Continuous Drive Friction Welding for Reactor Vessel CRDM/CEDM Nozzle to Flange/Adapter Welds, Classes 1,Section III,

Division 1

2/24/06 N-732 Magnetic Particles Examination of forgings for Construction,Section III,

Division 1

1/20/05 N-736 Use UNS S32050 Welded and Seamless Pipe and Tubing, Forgings, and Plates Conforming to SA-249/SA-249M, SA-479/SA-479M, and SA-240/SA-240M, and Grade CK35MN Castings Conforming to ASTM A 743-03 for Construction of Class 1, 2, and 3 Components,Section III, Division 1

1/05/06 N-738 NDE of Full Penetration Butt Welds in Class 2 Supports,Section III,

Division 1

7/01/05 N-741 Use of 22Cr-5Ni-3Mo-N (Alloy UNS S32205 Austenitic/Ferritic Duplex Stainless Steel) Forging, Plate, Welded and Seamless Pipe Tubing, and Fittings to SA-240, SA-0789, A 790-04a, SA-815, Classes 2 and 3,Section III,

Division 1

10/11/05 N-744 Use of Metric Units Boiler and Pressure Vessel Code,Section III, Divisions 1 and 3, and Section V and IX

10/11/05 N-746 Use of 46Fe-24Ni-21Cr-6Mo-Cu-N (UNS N08367) Bolting Materials for Class 2 and 3 Components,Section III, Division 1

1/05/06 N-756 Alternative Rules for Acceptability for Class 1 Valves, NPS (DN 25) and Smaller with Non-welded End connections Other than flanges,Section III,

Division 1

1/10/07 N-759 Alternative Rules for Determining allowable External Pressure and Comprehensive Stress for Cylinders, Cones, Spheres, and formed Heads,Section III, Division 1

10/04/06

Rev. 35 of RG 1.84, Page 9

2.

Conditionally Acceptable Section III Code Cases

The Code Cases listed in Table 2 below are acceptable to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plants within the limitations indicated by the NRC. Unless otherwise stated, limitations indicated by the NRC are in addition to the conditions specified in the Code Case. The ASME issues a new edition of Section III every

3 years. Code Cases are published quarterly in supplements to each edition. Hence, there are 12 supplements to each edition.

Table 2. Conditionally Acceptable Section III Code Cases

Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-62-7 Internal and External Valve Items,Section III, Division 1, Classes 1, 2, and 3

2/03/03 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA-4000, AQuality Assurance.@ Class 3 valve manufacturers must also meet the provisions of NCA-4000 because all Code Class valve items are subject 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

5/09/03

(1)

The maximum measured ultimate tensile strength (UTS) of the component support 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 be considered 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:

(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 essentially no residual stresses or assembly stresses, and (iii) it does not experience frequent sustained loads in service.

Rev. 35 of RG 1.84, Page 10

Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-71-18 (contd)

Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding,Section III, Division 1

5/09/03

(3) In the last sentence of paragraph 4.2, reference must be made to paragraph

4.5.2.2, Alternative Atmosphere Exposure Time Periods Established by Test, of the AWS D1.1 Code for the evidence presented to and accepted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.

(4)

Paragraph 15.2.2 is not acceptable as written and must be replaced with the following: AWhen not exempted by 15.2.1 above, the post-weld heat treatment must be performed in accordance with NF-4622 except that ASTM A-710 Grade A Material must be at least 1000EF (540EC) and must not exceed 1150EF (620EC) for Class 1 and Class 2 material and 1175EF

(640EC) for Class 3 material.

(5)

The new holding time at temperature for weld thickness (nominal) must be

30 minutes for 2 inch or less, 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> per inch for thickness over 2 inch to

5 inches, and for thicknesses over 5 inches, 5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br /> plus 15 minutes for each additional inch over 5 inches.

(6) The fracture toughness requirements as listed in this Code Case apply only to piping 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

2/03/03

(1)

The design temperature for spray pond piping must be 100EC (212EF).

(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 stress obtained 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 105 pressure cycles from atmospheric to design pressure.

(3)

The value of AK@ in equation 9 of paragraph 3652 must be limited to 1.2 unless it can be demonstrated that with the use of a large value of K1 the functional capability of the system will not be impaired during upset and emergency conditions.

(4)

RTR piping must be uninsulated or uncovered and installed under conditions that 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.

Rev. 35 of RG 1.84, Page 11 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-249-14 Additional 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 to Class 1, Class 2, and Class 3 component supports.

(2)

The following is to be added to paragraph (e) of the Code Case:

(a)

AFor these cases, it must be demonstrated by the Owner that: (i) the impact 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-570-1 Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1,

2, 3, and MC,Section III, Division 1

1/05/06 The provisions of ANSI/AISC N690-1994 s2, Supplement No. 2 to the Specification for the Design, Fabrication, and Erection of Steel of Safety-Related Structures for Nuclear Facilities, must be met.

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, ARequirements for Acceptability,@ of Section III, Division 3, Subsection WB, AClass 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 Code Case. Paragraph WB-3277 does not exist. Paragraph WB-3227, AApplications of Inelastic Analysis Procedures,@ of Section III, Division 3, Subsection WB, AClass TP (Type B) Containment,@ is to be used.

(3)

The first paragraph of WB-3324, ADesign for Local Puncture Associated with a Hypothetical Accident Condition,@ of Section III, Division 3, Subsection WB, AClass 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: AIn lieu of the application of the equation for outer shell thickness (treq) the response of the containment boundary to puncture test loadings may be evaluated using plastic analysis according to the rules in Appendix F, ARules for Evaluation of Service Loadings with Level D Service Limits.@

Rev. 35 of RG 1.84, Page 12 Code Case Number Table 2 Conditionally Acceptable Section III Code Cases Date Title/Condition N-655 Use of SA-738, Grade B, for Metal Containment Vessels, Class MC,Section III,

Division 1

2/25/02 For metal containment vessels up to 1.75 inch thick:

(1)

Supplementary Requirement S17, AVacuum Carbon-Deoxidized Steel,@ of Material Specification SA-738 must be applied to the material, and

(2)

Supplementary Requirement S20, AMaximum Carbon Equivalent for Weldability,@ 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

2/25/02 The inner transportation containment must contain only solid and dry material.

Rev. 35 of RG 1.84, Page 13

3.

Annulled Unconditionally Approved Section III Code Cases

The Code Cases listed in Table 3 were previously unconditionally approved by the NRC and have been annulled by the ASME. The third column of the table lists the date that the ASME annulled the Code Case.

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

7/01/82 N-2

(1334-3)

Requirements for Corrosion-Resisting Steel Bars and Shapes,Section III

1/01/82 N-3-10

(1335-10)

Requirements for Bolting Materials,Section III

9/16/84 N-5-1 Nickel 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

3/01/79 N-7-1

High Yield Strength Steel, Class 1,Section II, Division 1

2/22/05 N-9-4

(1395-4)

SA-508, Class 2 Forgings with Modified Manganese Content,Section III

7/01/82 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

3/01/79 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

7/01/82 N-24

(1516-2)

Welding of Seats or Minor Internal Permanent Attachments in Valves for Section III Applications

1/01/80

N-30-1

(1539-1)

Metal Bellows and Metal Diaphragm Stem Sealed Valves,Section III,

Division 1, Classes 1, 2, and 3

1/01/81 N-32-3

(1541-3)

Hydrostatic Testing of Embedded Class 2 and Class 3 Piping for Section III, Division 1 Construction

7/01/79 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

7/01/79 N-37-3 Steel Products Refined by Secondary Remelting,Section III and VIII,

7/01/82

Rev. 35 of RG 1.84, Page 14 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date

(1557-3)

Division 1 and 2 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

7/01/82 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

7/01/96 N-49-4 Examination of Elevated Temperature Nuclear Components,Section III, Class 1

7/01/96 N-50-1 Testing of Elevated Temperature Components,Section III, Division 1, Class 1

7/01/96 N-51-2 Protection Against Overpressure of Elevated Temperature Components,Section III, Division 1, Class 1

7/01/96 N-55-1

(1609)

Inertia and Continuous Drive Friction Welding,Section III,

Division 1

4/05/87 N-56

(1612)

Use of Type 308 Stainless Steel Rod and Bar for Section III,

Class 1, 2, 3, and CS Construction

7/01/78 N-61

(1620)

Stress Category for Partial Penetration Welded Penetrations,Section III, Class Construction

1/08/82 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 and Low Alloy Steels (Yield Strength above 38 ksi to 60 ksi Inclusive) For Section III, Class 1, 2, 3, and MC

12/05/87 N-68

(1634-2)

Use of SB-359 for Section III, Division, 1, Class 3 Construction

7/01/78 N-77

(1660)

Overpressure Protection Under Emergency Operating Conditions for Section III, Class 1

7/01/77 N-81

(1665)

Pressure-Temperature Ratings for Class 1 Valves Made from

5 Cr-1/2 Mo,Section III

7/01/78 N-82

(1677)

Clarification of Flange Design Loads,Section III, Class 1, 2, and 3

3/01/79 N-84

(1681-1)

Organizations Accepting Overall Responsibility for Section III

Construction

3/01/79 N-90

(1692)

Rules for Design of Welded Class 1 Pumps

7/01/78 N-94

(1700)

Determination of Capacities of Liquid Relief Valves,Section III,

Division 1, Class 1, 2, and 3

3/19/82

Rev. 35 of RG 1.84, Page 15 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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

7/09/82 N-96-1

(1702-1)

Flanged Valves Larger than 24 inches for Section III, Division 1, Class 1, 2, and 3 Construction

1/01/80

N-101

(1712)

Nameplates and Stamping for Section III, Division 1, Class 1, 2, 3 and MC Construction as Referenced in NA-8300

3/01/79 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

1/08/82 N-108

(1724)

Deviation from the Specified Silicon Ranges in ASME Material Specifications,Section III, Division 1, and VIII, Division 1 and 2

7/01/78 N-109

(1726)

Refinement of Low Alloy Steel Heat Affected Zone Under Overlay Cladding,Section III, Division 1, Class 1 Components

3/01/79 N-111

(1729)

Minimum Edge Distance-Bolting for Section III, Division 1, Class 1, 2, and 3 and MC Construction of Component Supports

3/01/79 N-114

(1732)

Hardsurfaced Valves with Inlet Connections less than 2-in. Nominal Pipe Size for Section III, Division 1, Class 1 and 2 Construction

1/01/79 N-115

(1733)

Evaluation of Safe Shut Down Earthquake Loadings for Section III,

Division 1, Class MC Containment Vessels

1/01/78 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

3/01/79 N-123

(1746)

Leak Testing of Seal Welds,Section III, Division 1, Class 1, 2, and 3 Construction

3/01/79 N-124

(1747)

Requirements for Martensitic Stainless Forgings with 13% Chromium and 4% Nickel,Section III, Division 1

7/13/87 N-125

(1748)

Low Carbon Austenitic Stainless Steel Pipe Welded With Filler Metal,Section III, Division 1, Construction

7/01/78 N-126

(1754)

Hard Surfacing by the Spray-Fuse Method,Section III, Class 1, 2, and

3 Construction

7/01/88 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

1/01/79 N-140

(1772)

Use of SA-453 Bolts in Service Below 800EF 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

1/01/80

N-147

(1781)

Use of Modified SA-487 Grade CA6NM,Section III, Division 1, Class 1, 2, 3, MC or CS

7/01/78 N-148

(1782)

Use of Copper-Nickel Alloy 962 for Castings,Section III, Division 1, Class 3 Construction

6/30/83 N-156 Structural Steel Rolled Shapes,Section III, Division I, Class 2, 3,

2/14/86

Rev. 35 of RG 1.84, Page 16 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date

(1793)

and MC

N-157

(1794)

Use of Seamless Al-Br, Alloy CDA 614 Pipe,Section III, Division 1, Class 3

1/07/83 N-158

(1795)

Examination of Weld Repairs in Forgings,Section III, Division 1, Class 1, 2, 3, MC and CS

7/01/78 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

7/01/78 N-174

(1812)

Size of Fillet Welds for Socket Welding of Piping,Section III,

Division 1

1/01/81 N-176-1

(1819-1)

Use of Type XM-19 for Construction,Section III, Division 1, Class 1,

2, and 3

8/25/83 N-177

(1820)

Alternative Ultrasonic Examination Technique,Section III, Division 1

1/01/84 N-178 Use of ASTM B271, CDA 954, Alloy 9C for Class 3 Construction,Section III, Division 1

1/01/80

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

7/01/78 N-181 Steel Castings Refined by the Argon Decarburization Process,Section III, Division 1, Construction

7/11/80

N0182 Alternate Rules for Procedure Qualification Base Material Orientation,Section III, Division 1, Class 2 and 3 Construction

7/01/81 N-183 Use of Modified SA-182 Grade F22 for Section III, Division 1, Class 1,

2 and 3 Construction

1/01/80

N-184 Roll Threading of SA-453 Bolting for Section III, Division 1, Class 1,

2, 3, or CS Construction

7/01/79 N-188-1 Use 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 Bending Stress Intensity Limits for Other Than Solid Rectangular Sections for Section III, Division 1, Class MC Construction

7/01/79 N-190

Use of SA-455 for Class 3 Components,Section III, Division 1

7/01/78 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

7/01/92

Rev. 35 of RG 1.84, Page 17 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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

1/01/81 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 Section III, Division 1, Class 1, 2, 3, or CS Construction

1/21/85 N-212

(1693)

Welding Procedure Qualification of Dissimilar Metal Welds When AButtering@ with Alloy Weld Metal and Heat Treatment May Be Involved,Section III, Division 1, and Section IX.

1/01/81 N-214-2 Use of SA-351 Grade CN7M, for Valves,Section III, Division 1

12/31/83 N-215 Integrally Finned Titanium Tubes,Section III, Division 1, Class 3 Construction

5/15/81 N-217-1 Post-weld 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 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

4/05/90

N-225 Certification and Identification of Material for Component Supports,Section III, Division 1

1/01/81 N-226 Temporary Attachment of Thermocouples,Section III, Division 1, Class 1, 2 and 3 Component Supports

1/01/80

N-227 Examination of Repair Welds,Section III, Class 2 and 3 Tanks

7/09/82 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

7/01/92 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

7/01/88 N-240

Hydrostatic Testing of Open Ended Piping,Section III, Division 1

7/01/97 N-241 Hydrostatic Testing of Piping,Section III, Division 1

7/01/97 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

Rev. 35 of RG 1.84, Page 18 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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,Section III, Division 1, Classes 1,

2, 3, MC, and CS Construction

7/01/80

N-259 Ni-Cu-Al Bolting Material SB 164 Modified,Section III, Division 1, Class 3

1/01/84 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

7/01/81 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 N-272 Compiling Data Report Forms,Section III, Division 1

1/01/82 N-276 Welding of SA-358 Pipe,Section III, Division 1

2/14/86 N-277 Use of Type XM-19 Austenitic Stainless 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

7/01/81 N-281 Welding Operator Performance Qualification,Section III, Division 1

7/01/81 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

12/01/83 N-298 Examination of Component Supports,Section III, Division 1, Class 1, 2, 3, and MC

12/01/83 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, Hydrostatic Tests, and Minimum Wall Thickness of Valves,Section III, Division 1, Class 1

12/01/83 N-302 Tack Welding,Section III, Division 1, Construction

11/28/83 N-304-4 Use of 20Cr-25Ni-6Mo (Alloy UNS N08366) Plate, Sheet, Strip, and Welded Pipe, Class 2 and 3,Section III, Division 1

1/01/03 N-309-1 Identification of Materials for Component Supports,Section III,

Division 1

7/01/95

Rev. 35 of RG 1.84, Page 19 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-313 Alternative Rules for Half-Coupling Branch Connections,Section III,

Division 1, Class 2

7/01/96 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

7/01/82 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

12/85/88 N-324 Qualification of Authorized Nuclear Inspector Supervisor (Concrete)

and Authorized Nuclear Inspector (Concrete),Section III, Division 2, Classes CB and CC

7/27/95 N-328 Thermit Brazing or Welding of Nonstructural Attachments,Section III,

Division 1

9/17/87 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

7/01/88 N-342 Use of SA-249 and SA-312 Type 317 Stainless Steel,Section III,

Division 1, Classes 1, 2, and 3

4/02/85 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

12/13/85 N-352-1 Use of SA-638 Grade 660 Forgings and Bars Below 700EF Without Stress Rupture Tests,Section III, Division 1

6/30/86 N-353 Marking of SA-354 Grade BD Bolting,Section III, Division 1

9/05/88 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

8/09/96 N-357 Certification of Material for Component Supports,Section III,

Division 1, Subsection NF

7/01/88 N-359 Weld Connection for Coaxial Cylinders,Section III, Division 1, Class 1

12/31/84

Rev. 35 of RG 1.84, Page 20

Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-362-2 Pressure Testing of Containment Items,Section III, Division 1, Classes 1, 2, and MC

7/01/88 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

7/01/95 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-372 SB-163 Ni-Fe-Cr-Mo-Cu Alloy 825 (UNS N08825) Tubing,Section III,

Division 1

12/31/83 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 Purpose 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 2

9/18/01 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

3/02/01 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

7/01/95 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 Piping 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

2/20/92

Rev. 35 of RG 1.84, Page 21 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-418-1 Use 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

1/01/99 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

7/01/98 N-439-1 Use 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-440-1 Use of 20Cr-18Ni-6Mo (Alloy UNS J93254) Castings, Class 2 and 3 Construction,Section III, Division 1

9/18/01 N-441-2 Use 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

3/08/92 N-443-2 High Yield Strength Cr-Mo Steel, Class 1 Components,Section III,

Division 1

1/01/01 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

5/09/03 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

1/01/92 N-470

Class MC Material Requirements [NE-2121(c)],Section III,

Division 1

3/08/92 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

1/01/00

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

7/01/96 N-482 Direct Quenched Stainless Bar, ASTM A 479-88b,Section III,

Division 1

3/05/93 N-484-1 Real Time Radioscopic Examination of Welds,Section III, Division 1

12/16/94 N-492-1 Grade 9 Titanium Alloy Tubing,Section III, Division 1, Class 1, 2,

1/01/00

Rev. 35 of RG 1.84, Page 22 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date and 3 N-497-1 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials,Section III,

Division 1, Class 2 and 3 Construction

1/01/99 N-501 Alternative Rules for NCA-3800, 1990 Addenda,Section III,

Division 1

12/31/93 N-502 SA-268, Grade 26-3-3 (UNS S44660),Section III, Classes 2 and 3

1/01/00

N-507 Identification of Welders,Section III, Division 2

7/27/05 N-519 Use of 6061-T6 and 60610T651 Aluminum for Class 1 Nuclear Components,Section III, Division 1

2/03/02 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 Welds 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-559 SA-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-570

Alternative Rules for Linear Piping and Linear Standard Supports for Class 1, 2, 3, and MC,Section III, Division 1

3/28/06 N-572 Use of SG-425 (UNS N08825) Bar and Rods for 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-608 Applicable 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

1/01/78

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

11/04/74

1471-1 Vacuum Electron Beam Welding of Tube Sheet Joints,Section III

1/01/78

1475-1 Ferritic-Austenitic Stainless Steel Seamless Tubes for Section III,

Class 2 and 3 Construction

7/01/75

1477-1 Use of 1970 Addenda of ANSI B31.7,Section III

1/01/78

1494-1 Weld Procedure Qualification Test,Section III

1/01/78

1506 Stress Intensification Factors,Section III, Class 2 and 3 Piping

1/01/78

1515 Ultrasonic Examination of Ring Forgings for Shell Sections,Section III, Class 1 Vessels

7/01/77

1529 Materials for Instrument Line Fittings,Section III

7/01/73

Rev. 35 of RG 1.84, Page 23 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date

1531 Electrical Penetrations, Special Alloys for Electrical Penetration Seals,Section III

3/21/77

1532 Section III, Class 3 Components Made of 8 Percent and 9 Percent Nickel Steel

1/01/78

1533 Pressure Temperature Ratings of SA-351 Grades CF8A, CF3, and CF3M,Section III

7/01/75

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

7/01/77

1553-1 Upset Heading and Roll Threading of SA-453 for Bolting in Section III

1/01/76

1555-1 Certification of Safety Relief Valves,Section III, Division 1

1/01/78

1567 Testing Lots of Carbon and Low Alloy Steel Covered Electrodes,Section III

1/01/78

1568 Testing Lots of Flux Cored and Fabricated Carbon and Low Alloy Steel Welded Electrodes,Section III

1/01/78

1573 Vacuum Relief Valves,Section III

1/01/78

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

1/01/78

1581 Power-Operated Pressure Relief Valves,Section III

3/01/79

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

7/01/74

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

7/01/74

1605 Cr-Ni-Mo-V Bolting Material for Section III, Class 1 Components

3/17/80

Rev. 35 of RG 1.84, Page 24 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date

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

1/01/78

1614 Hydrostatic Testing of Piping Prior To or Following the Installation of Spray Nozzles for Section III, Classes 1, 2, and 3 Piping Systems

1/01/79

1615 Use of A587-73,Section III, Class 3 Construction

1/01/78

1616 Ultrasonic Examination of Seamless Austenitic Steel Pipe,Section III,

Class 1 Construction

7/01/75

1622 PWHT of Repair Welds in Carbon Steel Castings,Section III,

Class 1, 2,and 3

1/01/76

1623 Design by Analysis for Section III, Class 1 Sleeve-Coupled and Other Patented Piping Joints

3/01/79

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

1/01/78

1637 Effective Date for Compliance with NA-3700 of Section III

1/01/75

1645 Use of DeLong Diagram for Calculating the Delta Ferrite Content of Welds in Section III, Class 1, 2, and CS Construction

1/01/76

1648 SA-537 Plates for Section III, Class 1, 2, 3, and MC Components

7/01/76

1649 Modified SA-453-GR 660 for Class 1, 2, 3, and CS Construction

1/01/76

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

3/01/79

1657 Stress Criteria for Class 2 and 3 Atmospheric and Low Pressure

(0-15 psig) Steel Storage Tanks

7/01/77

1659 Interconnection of Two Piping Systems for Section III, Class 1, 2, and

3 Construction

7/01/77

1661 Postweld Heat Treatment P-No.1 Materials for Section III, Class 1 Vessels

1/01/78

1662 Shop Assembly of Components, Appurtenances and Piping Subassemblies for Section III, Class 1, 2, 3, and MC Construction

1/01/78

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

7/01/75

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

7/01/76

Rev. 35 of RG 1.84, Page 25 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date

1676 Clarification of Stress Intensities in Curved Pipe or Welded Elbows,Section III

7/01/76

1678 Butterfly Valves of Circular Cross Section Larger than 24 in. NPS for Section III, Class 2 and 3 Construction

1/01/80

1682-1 Alternate Rules for Material Manufacturers and Suppliers,Section III,

Subarticle NA-3700

12/31/75

1683-1 Bolt Holes for Section III, Class 1, 2, 3 and MC Component Supports

7/01/76

1684 A637 Grade 718 for Bolting Class 1 and 2 Construction

1/01/76

1685 Furnace Brazing Section III, Class 1, 2, 3 and MC Construction

1/01/78

1686 Furnace Brazing,Section III, Subsection NF, Component Supports

1/01/78

1690

Stock Materials for Section III Construction,Section III, Division 1

1/01/77

1691 Ultrasonic Examination in Lieu of Radiography of Repair Welds for Vessels,Section III, Class 1

1/01/78

1703 Brazing of Copper Alloys,Section III, Class 2

1/01/78

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

7/01/76

1719 Single-Welded, Full-Penetration Sidewall Butt Joints in Atmospheric Storage Tanks,Section III, Division 1, Class 2

7/01/76

1728 Steel Structural Shapes and Small Material Products for Components Supports,Section II, Division 1 Construction

7/01/77

1740

Weld Metal Test,Section III, Class 1, 2, 3, MC and CS

7/01/76

1741-1 Interim Rules for the Required Number of Impact Tests for Rolled Shapes,Section III, Division 1, Subsection NF, Components Supports

1/01/78

1742 Use of SB-75 Annealed Copper Alloy 122,Section III, Division 1, Class 2 Construction

7/01/76

1743 Use of SB-98 Cu-SiB Rod CDA651 Section III, Division 1, Class 2 Components

7/01/76

1760

Maximum Dimensions for Isolated Pores in WeldsBClass 1 Components,Section III, Division 1

7/01/77

1765 Machining After Hydrostatic Testing Class 2 and 3 Construction,Section III, Division 1

7/01/77

1766 Testing Requirements for Welding Materials, Class 1, 2, 3, MC and CS

Construction,Section III, Division 1

7/01/77

1767 Examination of Tubular Products Without Filler Metal-Class 1 Construction,Section III, Division 1

1/01/77

1768 Permanent Attachments to Containment VesselsBClass MC,

Section III, Division 1

1/01/78

1769-1 Qualification of NDE Level III Personnel,Section III, Division 1

10/01/77

1773 Use of Other Product Forms of Materials for Valves,Section III,

Division 1

7/01/77

Rev. 35 of RG 1.84, Page 26 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date

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

7/01/77

1787 Depth of Weld Repairs for Forgings,Section III, Division 1, Class 1, 2,

3, MC and CS Construction

1/01/78

1798 Use of ASTM A352-75, Grades LCA and LCC,Section III, Division 1, Class 1, 2, and 3

1/01/78

1808 F-Number Classification of Low Alloy and Carbon Steel Bare Rod Electrodes, Sections I, II, III, IV, V, VIII, and IX.

1/01/78

1810

Testing Lots of Carbon Steel Solid, Bare Welding Electrode or Wire,Section III, Division 1, Class 1, 2, 3, MC, and CS

3/03/80

1819 Use of Type XM-19 for Construction,Section III, Division 1, Class 1,

2, 3

1/01/78

Rev. 35 of RG 1.84, Page 27

4.

Annulled Conditionally Acceptable Section III Code Cases

The Code Cases listed in Table 4 were conditionally approved by the NRC but were subsequently annulled 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

8/29/80

The 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

7/01/93 Each applicant who applies the Code Case should indicate in the referencing safety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturer=s recommended service life. This recommended service 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, AProvisions 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 particle testing 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.

N-92

(1698)

Waiver of Ultrasonic Transfer Method,Section III, V, and VIII,

Division 1

7/13/81 The material from which the basic calibration block is fabricated should be of the 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.

Rev. 35 of RG 1.84, Page 28 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-100

(1711)

Pressure Relief Valve Design Rules,Section III, Division 1, Class 1, 2 and 3

1/01/83 The following information should be provided in the safety analysis report:

(1)

If stress limits are used in excess of those specified for the upset operating condition, it should be demonstrated how the pressure relief function is ensured. Refer to paragraph 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, it should 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

1/01/79 The applicant should provide justification in the referencing safety analysis report 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 the fluid selected for use is the operating fluid, additional information is not required.

N-116

(1734)

Weld Design for Use for Section III, Division 1, Class 1, 2, 3 and MC

Construction of Component Supports

1/01/78 If the configuration of Figure 1 of the Code Case is used for Class 1 and MC

components supports, full penetration welds should be used. 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 plate; 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

1/01/82 On a generic basis, the application of the Code Case is limited to pumps and valves. Application to other components should be treated on a case-by-case basis. Each licensing application in which the Code Case is to be used should contain information showing that, as a minimum the closure fixture will impose loads that result in stresses equal to or greater than those induced during 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

7/01/79 That portion of the unwelded housing that is limited to 90E maximum should include 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

1/01/81

Rev. 35 of RG 1.84, Page 29 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition The applicants should provide information in the referencing safety analysis report 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

1/01/82 The furnace brazing process procedure qualification should include a verification for nonsensitization as given in ASTM A 262-70, AStandard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels@ (Ref. 5), Practices A or E, or ASTM A 708-74, APractice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized Austenitic Stainless Steels@ (Ref. 6), whenever materials subject to sensitization are to be brazed. Documentation is required that a nonsensitizing brazing procedure was employed for valves produced to this Case.

N-242-1 Materials Certification,Section III, Division 1, Classes 1, 2, 3, MC, and CS

Construction

6/30/84 Applicants 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

7/01/82 The applicant should indicate in the safety analysis report the application, the material, 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

12/05/88 Type 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

3/17/83 The 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 maximum conditions of loading with the worst combination of thread tolerance.

N-274 Alternative Rules for Examination of Weld Repairs for Section III, Division 1 Construction

6/30/86 The ultrasonic examination procedures shall be proven by actual demonstration, to the satisfaction of the Authorized Nuclear Inspector, that the procedures are capable of detecting unacceptable cracks according to Section XI requirements.

Rev. 35 of RG 1.84, Page 30

Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-275 Repair of Welds,Section III, Division 1

12/31/83 Use of the Code Case is applicable only when the removal of an indication requires 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.

N-279 Use of Torquing as a Locking Device for Section III, Division 1, Class 1, 2, 3, and MC Component Supports

7/13/81 When torquing or other preloading is used as a locking device and the joint is later unloaded or disassembled, the bolting should be replaced unless it can be demonstrated or proved to the Authorized Nuclear Inspector that the original bolting has not been permanently strained.

N-292 Depositing Weld Metal Prior to Preparing 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 efficiency factor of 1.0 as selected from Table ND-3613.4-1, AWeld Joint Efficiency Factor,@

must receive a 100 percent volumetric examination (RT or UT) of the deposited weld metal in accordance with the requirements of ND-5000, AExamination.@

N-310-1 Certification of Bolting Materials,Section III, Division 1, Class 1, 2, 3, MC and CS

7/01/82 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 the equipment 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 these socket head cap screws will not result in early failure from stress corrosion cracking.

N-350

Postweld Heat TreatmentBThickness of Material,Section III, Division 1

9/05/85 Applicants wishing to use this Code Case for other than P-1 materials should demonstrate that the use of this Code Case will not adversely affect the required material properties.

Rev. 35 of RG 1.84, Page 31 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition N-383-1 Weld Repair of SA-182 Austenitic Forgings,Section III, Division 1, Classes 1,

2, and 3

9/5/85 Applicants who apply the provisions of this Code Case to permit material manufacturers 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-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-case basis pending revision of Regulatory Guide 1.122, ADevelopment 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

2/20/87 The 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

12/11/95 The outside layer of the bimetallic tubing should be limited to a minimum of 5 percent 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.

N-411-1 Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and 3 Piping,Section III, Division 1

5/05/00

(1)

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, ADamping 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 in which 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, AImpact 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 clearances and on- line mounted equipment should be checked.

(4)

This Code Case is not appropriate for analyzing the dynamic response of piping systems using supports designed to dissipate energy by yielding (i.e., the design of which is covered by Code Case N-420).

N-411-1 (contd)

Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and 3 Piping,Section III, Division 1

5/05/00

(5)

This Code Case is not applicable to piping in which stress corrosion

Rev. 35 of RG 1.84, Page 32 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition cracking has occurred unless a case-specific evaluation is made and is reviewed by the NRC staff.

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

7/01/93

(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: AFor 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. on one side for one-half the length of the weld, and 1/16 in. for one-fourth of the length of the weld on the face of a rectangular tube or one-fourth the length of the weld on the same side of the member is acceptable.@

1361-2 Socket Welds,Section III

3/01/79 Code Case 1361-2 was acceptable when used in connection with Section III,

paragraph NB-3356, Fillet Welds.

1412-4 Modified High Yield Strength Steel for Section III, Division 1, Class 1 Vessels

1/01/77 The 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 SA-508, Class 4.

1423-2 Wrought Type 304 and 316 with Nitrogen Added, Sections I, III, VIII,

Division 1 and 2

7/01/77 Code Case 1423-2 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, AControl of Ferrite Content in Stainless Steel Weld Metal@ (Ref. 10), and Regulatory Guide 1.44, AControl of the Use of Sensitized Stainless Steel@ (Ref. 11).

1521-1 Use of H-Grades of SA-240, SA-479, SA-336, and SA-358,Section III

1/01/78 Code Case 1521-1 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, AControl of Ferrite Content in Stainless Steel Weld Metal@ (Ref. 10), and Regulatory Guide 1.44, AControl 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

1/01/78 The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.

Rev. 35 of RG 1.84, Page 33 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition

1569 Design of Piping for Pressure Relief Valve Station,Section III

7/01/79 Code Case 1569 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.67, AInstallation 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

7/01/77 Code Case 1606-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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.

1607-1 Stress Criteria for Section III, Classes 2 and 3 Vessels Designed to NC/NC-3300 Excluding the NC-3200 Alternate

7/01/77 Code Case 1607-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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

7/01/77 Code Case 1635-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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

7/01/77 Code Case 1636-1 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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

1/01/78 The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.

Rev. 35 of RG 1.84, Page 34 Code Case Number Table 4 Annulled Conditionally Acceptable Section III Code Cases Annulment Date Title/Condition

1783-1 Qualification of Nondestructive Examination Personnel,Section III,

Division 1

1/01/79 The first sentence of paragraph (1) should be replaced with the following: AThe 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.@

Rev. 35 of RG 1.84, Page 35

5.

Code Cases Superseded by Revised Code Cases

The Code Cases listed in Table 5 were approved in prior versions of this guide and have since been superseded 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 conditions were 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 Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-4-11

(1337-11)

Special Type 403 Modified Forgings or Bars,Section III, Division 1, Class 1 and CS

1/12/05 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

12/13/82 The 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-20-1 SB-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

9/05/85

12/07/87 N-20-2 N-20-3 SB-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 referencing safety analysis report that the service life of the elastomer diaphragm should not exceed the manufacturer=s recommended service life. This recommended service 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-55

(1609-1)

Inertia and Continuous Drive Friction Welding,Section I, III, IV, VIII,

Division 1 and 2, and IX

4/05/84 N-60

(1618-2)

N-60-1

Material for Core Support Structures,Section III, Division 1, Subsection NG

5/25/83

9/17/84 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should be performed when the material is in the solution-treated condition.

N-60-2 N-60-3 N-60-4 Material for Core Support Structures,Section III, Division 1, Subsection NG

9/05/85

5/13/91

2/15/94 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should 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.

Rev. 35 of RG 1.84, Page 36 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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

9/05/85

7/24/89

12/11/89

5/11/94 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA 4000, AQuality 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

1/07/80

The maximum measured ultimate tensile strength (UTS) of the component support 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 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-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

5/11/81 In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time.

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

2/14/83 The maximum measured ultimate tensile strength (UTS) of the component support 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 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.

In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time.

Rev. 35 of RG 1.84, Page 37 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-71-12 Additional Materials for Component Supports Fabricated by Welding,Section III, Division 1, Class 1, 2, 3 and MC

2/20/84 The maximum measured ultimate tensile strength (UTS) of the component support 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 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.

In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time. Paragraph 16.2.2 is not acceptable as written and should be replaced with the following: AWhen 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 1000EF (540EC)

and should not exceed 1150EF (620EC) for Class 1 and Class 2 material and 1175EF

(640EC) for Class 3 material. The new holding time at temperature for weld thickness (nominal) should be 30 minutes for 2 inch or less, 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> per inch for thickness over

2 inch to 5 inches, and 5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br /> 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

12/05/85

12/16/86

2/12/93

12/31/96

12/08/00

The maximum measured ultimate tensile strength (UTS) of the component support 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 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.

Rev. 35 of RG 1.84, Page 38 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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

12/05/85

12/16/86

2/12/93

12/31/96

12/08/00

In the last sentence of paragraph 5.3, reference should be made to paragraph 4.5.2.2, AAlternate 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 exposure of electrodes for longer periods of time. Paragraph 16.2.2 is not acceptable as written and should be replaced with the following: When not exempted by 16.2.1, above, the post-weld heat treatment should be performed in accordance with NF-4622 except that for ASTM A-710 Grade A material, it should be at least 1000EF (540EC)

and should not exceed 1150EF (620EC) for Class 1 and Class 2 material and 1175EF

(640EC) for Class 3 material. The new holding time at temperature for weld thickness (nominal) should be 30 minutes for 2 inch or less, 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> per inch for thickness over

2 inch to 5 inches, and 5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br /> 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, AStandard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants@ (Ref. 13), or on a case-by-case basis. The fracture toughness requirements as listed in this Code Case apply only to piping supports and not to 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

7/09/79 N-102-1

(1714-2)

Post-weld 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

12/01/80

7/18/85

9/05/85 N-122 Stress Indices for Structural Attachments, 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, 2 and 3 Valves

7/18/85 N-160

(1797)

Finned Tubing for Construction,Section III, Division 1

7/18/85 N-188 Use of Welded Ni-Fe-Cr-Mo-Cu (Alloy 825) and Ni-Cr-Mo-Cb (Alloy 625) Tubing,Section III, Division 1, Class 3

1/01/78

Rev. 35 of RG 1.84, Page 39 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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

7/23/02 The applicant should indicate system application, design and operating pressure, and pressure-temperature rating of the flexible hose. Data to demonstrate compliance 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

1/08/79 N-207 Use of Modified SA-479 Type XM-19 for Section 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

9/07/82

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

9/07/82 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

4/10/80

Applicants should identify the components and supports requiring the use of paragraphs

1.0 through 4.0 of the Code Case in their safety analysis reports.

N-246 Use of SB-169 Alloy CA614,Section III, Division 1, Class 3

9/07/82 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 AReply.@

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

6/17/82 Paragraph 7 of the AReply@ 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 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

4/08/85 The fracture toughness requirements as listed in Code Case N-249-4 apply only to 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, AStandard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants@ (Ref. 13), or on a case-by-case basis.

Rev. 35 of RG 1.84, Page 40

Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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

9/05/85

12/05/85

12/16/86

5/06/89

5/13/91

2/12/93

5/11/94

12/08/00

The fracture toughness requirements apply only to 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,

AStandard 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: AFor 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

12/05/85 Type 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-284-1 Metal Containment Shell Buckling Design Methods,Section III, Division 1, Class MC

10/02/00

This Code Case is listed in Regulatory Guide 1.193.

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-304-3 Use 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

12/05/85

2/23/87 N-309 Identification of Materials for Component Supports,Section III, Division 1

5/11/84 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

9/05/85

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,Section III, Division 1, Class 1 Construction

12/05/85 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

Rev. 35 of RG 1.84, Page 41 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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 700EF 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

12/05/85 N-371

12Cr-1W-1Mo-1/4V Martensitic Stainless Steel Valve Internals,Section III, Division 1

7/18/85 N-373-1 N-373-2 Alternative PWHT Time at Temperature for P-No. 5 Material,Section III, Division 1, Classes 1, 2, and 3

9/07/01

11/02/04 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

7/18/85 Applicants who apply the provisions of the Code Case to permit material manufacturers 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 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.

Rev. 35 of RG 1.84, Page 42 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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 response for 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 which current 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 existing designs, the effects of increased motion on existing clearances and on line mounted equipment should be checked.

(4)

This Code Case is not appropriate for analyzing the dynamic response of 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 corrosion cracking has occurred unless a case-specific evaluation is made and is reviewed by the NRC

staff.

N-418 Use 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-438-2 Fe-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

3/08/89 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-439 Use 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-440

Use of 20Cr-18Ni-6Mo (Alloy UNS J93254) Castings, Class 2 and 3 Construction,Section III, Division 1

7/10/00

N-441 N-441-1 Use 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

3/08/89

11/11/99 N-453 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Welded Pipe for Class 2 and 3 Construction,Section III, Division 1

11/30/88 N-453-1 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Seamless and Welded Pipe for Class 2 and 3 Construction,Section III, Division 1

4/30/92

Rev. 35 of RG 1.84, Page 43 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-453-2 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925 and N08926)

Seamless and Welded Pipe for Class 2 and 3 Construction,Section III, Division 1

12/12/95 N-454 Nickel-Chromium-Molybdenum-Copper Stainless Steel (UNS N08925) Wrought Fittings for Class 2 and 3 Construction,Section III, Division 1

4/30/92 N-455 Nickel-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

3/05/90

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

12/09/93 N-484 Real Time Radioscopic Examination of Welds,Section III, Division 1

12/16/91 N-492 Grade 9 Titanium Alloy Tubing,Section III, Division 1, Class 1, 2, and 3

5/11/94 N-497 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials,Section III, Division 1, Class 2 and 3 Construction

12/09/93 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-570

Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1, 2, 3, and MC, Section, III, Division 1

3/28/06 N-580

Use of Alloy 600 With Columbium Added,Section III, Division 1

5/20/98 N-621 Ni-Cr-Mo Alloy (UNS N06022) Welded Construction to 800EF,Section III, Division 1

11/02/04 N-625 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800EF,Section III, Division 1

3/28/01 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

1332-6 Requirements for Steel Forgings,Section III and VIII, Division 1

1/08/79

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

1/08/79

1407-2 Time of Examination for Class 1, 2, and 3,Section III Vessels

7/01/74

1414-3

1414-4 High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels

3/1/76

8/9/77 The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.

1484-1 SB-163 Nickel-Chromium-Iron Tubing (Alloy 600) at a Specified Minimum Yield Strength of 40.0 ksi,Section III, Class 1

11/04/74

Rev. 35 of RG 1.84, Page 44 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date

1484-2 SB-163 Nickel-Chromium-Iron Tubing (Alloy 600 and 690) at a Specified Minimum 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

3/03/75

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

3/03/75

1555 Certification of Safety Relief Valves on Liquids

1/14/77

1557-2 Steel Products Refined by Secondary Remelting

1/08/79

1606 Stress Criteria for Section III, Class 2 and 3 Piping Subjected to Upset, Emergency, and Faulted Operating Conditions

12/16/74 Code Case 1606 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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.

1607 Stress Criteria for Section III, Classes 2 and 3 Vessels Subjected to Upset, Emergency, and Faulted Operating Conditions

11/04/74 Code Case 1607 was acceptable subject to the interpretation that the stress limit designations of AUpset,@ AEmergency,@ and AFaulted@ 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.

1618 Material for Core Support Structures,Section III, Subsection NG

3/03/75 (a)

Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 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

3/01/76 Welding of age-hardenable alloy SA-453 Grade 660 and SA-637 Grade 688 should 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

1/08/79

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

11/03/75

3/01/76 The maximum measured ultimate tensile strength of the component support material

Rev. 35 of RG 1.84, Page 45 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date should not exceed 170 ksi.

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

3/03/77

11/21/77 The maximum measured ultimate tensile strength (UTS) of the component support 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 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.

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

3/01/76

1689 Alternate PWHT Time and Temperature for SA-182 Grade F22,Section III, Class 1, 2,

3 and CS

9/10/76 The 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

11/03/75

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 Post-weld Heat Treatment of P-1 Material,Section III, Class MC

7/11/77

1720

Weld End Preparation for Section III, Division Construction

3/01/76 Weld 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 other 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

1/08/79

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.

Rev. 35 of RG 1.84, Page 46 Code Case Number Table 5 Code Cases That Have Been Superseded by Revised Code Cases on or After July 1, 1974 Revision Date

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 Code Case is to be used should present information that satisfactorily demonstrates that the subassembly tests adequately simulate the pressure loadings. Also, the closure fixture for the test subassembly should 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 greater than 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

1/14/77 The first sentence of paragraph (1) should be replaced with the following: AThe certification 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.@

Rev. 35 of RG 1.84, Page 47

D. IMPLEMENTATION

The purpose of this section is to provide information to applicants and licensees regarding the NRC

staff=s plans for using this regulatory guide. The requirements addressing implementation of Section III

Code Cases are contained in 10 CFR 50.55a(b)(4). No backfit is intended or approved in connection with the issuance of this guide.

REGULATORY ANALYSIS

A separate regulatory analysis was not prepared for this regulatory guide. The regulatory basis for this guide is the regulatory analysis prepared for the amendment to 10 CFR 50.55a, ACodes and Standards@

(Ref. 14), which incorporates this regulatory guide by reference.

Rev. 35 of RG 1.84, Page 48 REFERENCES2

1.

Code of Federal Regulations, Title 10, Energy, Part 50, ADomestic Licensing of Production and Utilization Facilities@ (10 CFR Part 50), U.S. Nuclear Regulatory Commission, Washington, DC.

2.

ASME Boiler and Pressure Vessel Code,Section III, ARules for Construction of Nuclear Power Plant Components,@ Division I, American Society of Mechanical Engineers, New York, NY.3

3.

Paperwork Reduction Act of 1995 (Public Law 104-13), United States Code, Title 44, APublic Printing and Documents,@ Chapter 35, ACoordination of Federal Information Policy@

(44 U.S.C. 3501 et seq.), 104th Congress of the United States of America, Washington, DC.4

4.

Regulatory Guide 1.193, AASME Code Cases Not Approved for Use,@ U.S. Nuclear Regulatory Commission, Washington, DC.

5.

ASTM A 262-70, AStandard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels,@ American Society for Testing and Materials, West Conshohocken, PA.5

6.

ASTM A 708-74, APractice for Detection of Susceptibility to Intergranular Corrosion in Severely Sensitized Austenitic Stainless Steels,@ American Society for Testing and Materials, West Conshohocken, PA.

7.

Regulatory Guide 1.122, ADevelopment of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components,@ U.S. Nuclear Regulatory Commission, Washington, DC.

8.

Regulatory Guide 1.61, ADamping Values for Seismic Design of Nuclear Power Plants,@ U.S.

Nuclear Regulatory Commission, Washington, DC.

2 Publicly available NRC published documents are available electronically through the Electronic Reading Room on the NRCs public Web site at: http://www.nrc.gov/reading-rm/doc-collections/. The documents can also be viewed on-line or printed for a fee in the NRCs Public Document Room (PDR) at 11555 Rockville Pike, Rockville, MD; the mailing address is USNRC PDR, Washington, DC 20555; telephone 301-415-4737 or (800) 397-4209; fax (301) 415-3548; and e-mail pdr.resource@nrc.gov.

3 Copies 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 Register Web site administered by the U.S. National Archives and Records Administration, at http://www.archives.gov/federal- register/laws/paperwork-reduction/

5 Copies of ASTM standards may be purchased from the American Society for Testing and Materials, 100 Barr Harbor Drive, 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.

Rev. 35 of RG 1.84, Page 49

9.

NUREG/CR-3526, AImpact of Changes in Damping and Spectrum Peak Broadening on the Seismic Response of Piping Systems,@ U.S. Nuclear Regulatory Commission, Washington, DC.

10. Regulatory Guide 1.31, AControl of Ferrite Content in Stainless Steel Weld Metal,@ U.S. Nuclear Regulatory Commission, Washington, DC.

11. Regulatory Guide 1.44, AControl of the Use of Sensitized Stainless Steel,@ U.S. Nuclear Regulatory Commission, Washington, DC.

12. Regulatory Guide 1.67, AInstallation of Over-Pressure Protection Devices,@ U.S. Nuclear Regulatory Commission, Washington, DC.

13.

NUREG-0800, AStandard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants (LWR Edition),@ Section 9.5.1, AFire Protection System,@ U.S. Nuclear Regulatory Commission, Washington, DC.

14.

Final Rule, AIncorporation by Reference of Regulatory Guide 1.84, Revision 35, and Regulatory Guide 1.147, Revision 16, into 10 CFR 50.55a,@ U.S. Nuclear Regulatory Commission, Washington, DC, July 2010.6

6 Copies of this final rule are available for inspection and copying for a fee at the NRCs Public Document Room (PDR),

which is located at 11555 Rockville Pike, Rockville, Maryland. The PDRs mailing address is USNRC PDR,

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.Resource@nrc.gov. In addition, the regulatory analysis is available electronically through the NRCs Agencywide Documents Access and Management System (ADAMS)

at http://www.nrc.gov/reading-rm/adams.html, under Accession No. ML100560131.

Appendix A to RG 1.84, Page A-1 APPENDIX A

SUPPLEMENTS ADDRESSED IN REVISION 35 OF REGULATORY GUIDE 1.84

Edition Supplement Number BNCS1 Approval Date of Code Cases in Supplement2

2004

2 August 4, 2004

2004

3 November 2, 2004

2004

4 January 12, 2005

2004

5 February 22, 2005

2004

6 July 5, 2005

2004

7 October 11, 2005

2004

8 March 28, 2006

2004

9 April 19, 2006

2004

10

July 14, 2006

2004

11 October 12, 2006

2007

0

January 10, 2007

1 BNCS = ASME Board on Nuclear Codes and Standards

2 Publication of supplements approximately 6 months after BNCS approval.

Appendix B to RG 1.84, Page B-1 APPENDIX B

NUMERICAL LISTING OF SECTION III CODE CASES IN

SUPPLEMENT 2 THROUGH SUPPLEMENT 11 TO THE 2004 EDITION,

AND SUPPLEMENT 0 TO THE 2007 EDITION7

N-4-12 N-7-1 N-284-2 N-373-3 N-570-1 N-572 N-595-48 N-621-1 N-6708 N-699 N-7078 N-725 N-727 N-7288 N-732 N-736 N-738 N-741 N-744 N-746 N-756 N-759

7 Except for those Code Cases pertaining to: high temperature gas-cooled reactors,Section III, Division 2, liquid metal, and submerged spent fuel waste casks.

8 Code Case is not acceptable for use; see Regulatory Guide 1.193 (Ref. 4).

Appendix C to RG 1.84, Page C-1 APPENDIX C

NUMERICAL LISTING OF SECTION III CODE CASE1 AND TABLE WHERE EACH CODE CASE IS LISTED

N-1-7 [T3]

N-2 [T3]

N-3-10 [T3]

N-4-11 [T5]

N-4-12 [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]

N-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]

Appendix C to RG 1.84, Page C-2 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-284-12 N-284-2 [T1]

N-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 [T5]

N-373-3 [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]

N-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]

Appendix C to RG 1.84, Page C-3 N-476 [T3]

N-482 [T3]

N-483-22 N-483-32 N-484 [T5]

N-484-1 [T3]

N-492 [T5]

N-492-1 [T3]

N-493 [T1]

N-497 [T5]

N-497-1 [T3]

N-5003 N-500-1 [T2]

N-500-2 [T1]

N-501 [T3]

N-502 [T3]

N-505 [T1]

N-507 [T3]

N-510 [T5]

N-5102 N-510-12 N-511 [T1]

N-5192 [T3]

N-520 [T5]

N-520-1 [T1]

N-525 [T1]

N-5302 N-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-5652 N-570 [T5]

N-570-1 [T2]

N-572 [T1]

N-579 [T1]

N-580 [T5]

N-580-1 [T1]

N-594 [T1]

N-5952 N-595-12 N-595-22 N-595-32 N-595-42 N-596 [T3]

N-607 [T1]

N-608 [T3]

N-610 [T1]

N-611 [T1]

N-620 [T1]

N-621 [T5]

N-621-1 [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-6452 N-645-12 N-646 [T1]

N-650 [T1]

N-655 [T2]

N-656 [T2]

N-657 [T1]

N-6592 N-659-12 N-6702 N-6732 N-692 [T1]

N-6932 N-698 [T1]

N-699 [T1]

N-703 [T1]

N-7072 N-710 [T1]

N-725 [T1]

N-727 [T1]

N-7282 N-732 [T1]

N-736 [T1]

N-738 [T1]

N-741 [T1]

N-744 [T1]

N-746 [T1]

N-756 [T1]

N-759 [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]

1626 [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]

Appendix C to RG 1.84, Page C-4

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]

1 Except for those Code Cases pertaining to high temperature gas-cooled reactors;Section III, Division 2; liquid metal;

and submerged spent fuel waste casks.

2 Code Case is not acceptable for use; see Regulatory Guide 1.193 (Ref. 4).


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