ML080910389

Draft Regulatory Guide DG-1191, Proposed Revision 35 of Regulatory Guide 1.084, Design, Fabrication and Materials Code Case Acceptability, ASME Section III - Enclosure 1 of 04/07/2008 Letter

ML080910389
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Issue date:	04/07/2009
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DG-1191 RG-1.084, Rev 35
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U.S. NUCLEAR REGULATORY COMMISSION April 2009 OFFICE OF NUCLEAR REGULATORY RESEARCH Division 1 DRAFT REGULATORY GUIDE Contact: W. Norris (301) 251-7650 DRAFT REGULATORY GUIDE DG-1191 (Proposed Revision 35 of Regulatory Guide 1.84, dated October 2007) DESIGN, FABRICATION, AND MATERIALS CODE CASE ACCEPTABILITY, ASME SECTION III A. INTRODUCTION General Design Criterion (GDC) 1, AQuality Standards and Records,@ of Appendix A, A General 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 Po wer 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.

This regulatory guide is being issued in dr aft form to involve the public in the early stages of the development of a regulator y position in this area. It has not received final staff review or approval and does not represent an official NRC final staff position.

Public comments are being solicited on this draft guide (including any implementation schedule) and its associated regulatory analysis or value/impact statement. Comments should be accompanied by appropriate supporting data. Written comments may be submitted to the Rulemaking, Directives, and Editing Branch, Office of Administration, U.S. Nuclear Regulatory Commission, Washington, DC 20555-0001; emailed to nrcrep.resource@nrc.gov; submitted through the Federal e-rulemaking portal: http://www.r egulations.gov or faxed to (301) 415-5144. Copies of comments received may be examined on http://www.r egulations.gov or at the NRC's Public Document Room, 11555 Rockville Pike, Rockville, MD. Comments will be most helpful if received by xxxxxxxx Electronic copies of this draft regulatory guide are availa ble on http://www.regulations.gov, the NRC's public Web site under Draft Regulatory Guides in the Regulatory Guides document collection of the NRC's Electronic Reading Room at http://www.nrc.gov/reading-rm/doc-collections/; and the NRC's Agencywide Documents Access and Management System (ADAMS) at http://www.nrc.gov/reading-rm/adams.html , under Accession No. ML080910389.

DG-1191, Page2 Provisions of the American Society of Mechani cal 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 (concrete containment) nuclear power plant components. A broad spectrum of stakeholders participate in the ASME process, which helps to ensure th at the various interests are considered.

The regulation in 10 CFR 50.55a(c), 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, A Rules 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 altern atives 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 referen ced 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.

DG-1191, Page3 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 2 B 11 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 lis t of all Section III Code Cases. The Code Cases addressed by this regulatory guide are listed in five tables:

(1) Table 1, A 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, 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 Appr oved 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, A ASME Code Cases Not Approved for Use

@ (Ref. 4).

Code Cases provide alternatives to existing Code requirements that the ASME developed and approved. The new Code Cases and revisions to ex isting Code Cases listed as approved in Tables 1 and 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 implementati on 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.

1 Except for Code Cases pertaining to high-temperatur e gas-cooled reactors; certain requirements in Section III, Division 2, not endorsed by the NRC; liquid metal; and submerged spent fuel waste casks.

DG-1191, Page4 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 approva l 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.

DG-1191, Page5 C. REGULATORY POSITION

1. Acceptable Code Cases The Code Cases listed in Table 1 below are accepta ble to the NRC for application in the design and construction of components and their supports for water-cooled nuclear power plants. 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. To assist users, new and revised Code Cases are shaded to distinguish them from those approved in previous versions of this guide. The shading will assist in focusing attention during the public comment period on the changes to the guide. For Code Cases previously listed in this guide, the third column of Table 1 lists the date of ASME approval. The letter "R" preceding a date indicates that the Code Case was reaffirmed in one of the eleven supplements reviewed. 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., "3/04E" means Code Case Supplement 3 to the 2004 Edition).

Table 1. Acceptable Section III Code Cases Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/

Edition N-4-12 Special Type 403 Modified Forgings or Bars,Section III, Division 1, Class 1 and CS (Note: Code Case N-4-11 was unconditionally approved for use in Revision 34 of Regulatory Guide 1.84).

4/04E 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 12/04E N-315 Repair of Bellows,Section III, Division 1 2/03/03 DG-1191, Page6 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/

Edition 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 Temperatur e for P-No. 5A or P-No. 5B Group 1 Material, Classes 1, 2, and 3 (Note: Code Case N-373-2 was unconditionally approved for use in Revision 34 of Regulatory Guide 1.84).

3/04E 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 Cr iteria for Vessels Used as Shipping Casks,Section III, Division 1, Class 1 7/23/02 N-500-2 Alternative Rules for Standard Supports for Classes 1, 2, 3 and MC,Section III, Division 1 2/20/04 N-505 Alternative Rules for the Examination of Butt Welds Used as Closure Welds for

Electrical Penetration Assemblies in Containment Structures,Section III, Division 1 5/04/04 N-511 Design Temperature for Atmospheric and 0-15 psi Storage Tanks,Section III, Division 1 5/04/04 DG-1191, Page7 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/

Edition 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 (K 1R) 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 800F,Section III, Division 1 (Note: Code Case N-621 was unconditionally approved for use in Revision 34 of Regulatory Guide 1.84).

3/04E N-625-1 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800F,Section III, Division 1 2/20/04 N-631 Use of Fracture Toughness Test Data to Establish Reference Temperature for Pressure Retaining Materials Other Than Bolting for Class 1 Vessels,Section III, Division 1 7/23/02 N-632 Use of ASTM A 572, Grades 50 and 65 for Structural Attachments to Class CC Containment Liners,Section III, Division 2 2/03/03 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 DG-1191, Page8 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/

Edition 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 700F to 850F, Class 1 or CS,Section III, Division 1 2/20/04 N-657 Use of the N-1A Data Report for Spent Fuel Canisters,Section III, Division 1 2/25/02 N-692 Use of Standard Welding Procedures,Section III, Divisions 1 and 2 6/17/03 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 Titatnium Grade 2 (UNS R50400) Tube and Bar, and Grade 1 (UNS R50250) Plate and Sheet for Class 1 Construction,Section III, Division 1 8/04E N-703 Use of Strain Hardened Austenitic Mate rial at Lower Design Stress Values for Class 1 Valves,Section III, Division 1 5/04/04 N-710 Use of Zirconium Alloy UNS R60702, Bars, Forgings, Plate, Seamless and Welded Fittings, Seamless and Welding Tubing, and Seamless and Welded Pipe, for Class 3 Construction,Section III, Division 1 5/04/04 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 4/04E 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 9/04E N-732 Magnetic Particles Examination of forg ings for Construction,Section III, Division 1 5/04E 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 8/04E N-738 NDE of Full Penetration Butt Welds in Class 2 Supports,Section III, Division 1 6/04E DG-1191, Page9 Code Case Number Table 1 Acceptable Section III Code Cases Date or Supplement/

Edition 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 7/04E N-744 Use of Metric Units Boiler and Pressure Vessel Code,Section III, Divisions 1 and 3, and Section V and IX 11/04E N-746 Use of 46Fe-24Ni-21Cr-6Mo-Cu-N (UNS N08367) Bolting Materials for Class 2 and 3 Components,Section III, Division 1 8/04E N-756 Alternative Rules for Acceptability for Class 1 Valves, NPS (DN 25) and Smaller with Nonwelded End connecti ons Other than flanges,Section III, Division 1 11/04E N-759 Alternative Rules for Determining allowable External Pressure and Comprehensive Stress for Cylinders, Cones, Spheres, and formed Heads,Section III, Division 1 11/04E DG-1191, Page10 2. Conditionally Acceptable Section III Code Cases The Code Cases listed in Table 2 below are accepta ble 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. To assist users, new and revised Code Cases are shaded to distinguish them from those approved in previous versions of this guide. The shading will assist in focusing attention during the public comment period on the changes to the guide. For Code Cases previously listed in this guide, the third column of Table 1 lists the date of ASME approval. The letter "R" preceding a date indicates that the Code Case was reaffirmed in one of the eleven supplements reviewed. 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., "3/04E" means Code Case Supplement 3 to the 2004 Edition).

Table 2. Conditionally Acceptable Section III Code Cases Table 2 Conditionally Acceptable Section III Code Cases Code Case Number Title/Condition Date or Supplement/

Edition Internal and External Valve Items,Section III, Division 1, Classes 1, 2, and 3 N-62-7 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA-4000, A Quality 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.

2/03/03 Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding,Section III, Division 1 N-71-18 (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: the impact test results for the material meet Code requirements, (a) the impact test results for the material meet Code requirements, (b) the material is not subject to stress corrosion cracking by virtue of the fact that: (i) a corrosive environment is not present, and (ii) the component that contains the material has essentially no residual stresses or assembly stresses, and (iii) it does not experience frequent sustained loads in service. 5/09/03 DG-1191, Page11 Table 2 Conditionally Acceptable Section III Code Cases Code Case Number Title/Condition Date or Supplement/

Edition Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated by Welding,Section III, Division 1 N-71-18 (cont'd) (3) In the last sentence of paragraph 5.3, 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 concerni ng exposure of electrodes for longer periods of time.

(4) Paragraph 16.2.2 is not acceptable as written and must be replaced with the

following:

AWhen not exempted by 16.2.1 above, the postweld heat treatment must be performed in accordance with NF-4622 except that ASTM A-710 Grade A Material must be at least 1000F (540C) and must not exceed 1150F (620C) for Class 1 and Class 2 material and 1175F (640C) 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.

5/09/03 Fiberglass Reinforced Thermosetting Resin Pipe,Section III, Division 1 N-155-2 (1) The design temperature for spray pond piping must be 100C (212F). (2) The allowable design stress must be the value obtained from the minimum hydrostatic design basis (HDB) in Table 3611-1 of Code Case N-155-2 (Procedure A or B) or the value determined as one-sixth of the 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 10 5 pressure cycles from atmospheric to design pressure.

(3) The value of A 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 K 1 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.

2/03/03 DG-1191, Page12 Table 2 Conditionally Acceptable Section III Code Cases Code Case Number Title/Condition Date or Supplement/

Edition Additional Materials for Subsection NF, Class 1, 2, 3, and MC Component Supports Fabricated Without Welding,Section III, Division 1 N-249-14 (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.

@ 2/20/04 Alternative Rules for Linear Piping and Linear Standard Supports for Classes 1, 2, 3, and MC,Section III, Division 1 N-570-1 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. (Note: Code Case N-570 was unconditionally approved in Revision 34 to Regulatory Guide 1.84) 8/04E Requirements for Spent Fuel Storage Canisters,Section III, Division 1 N-595-3 The canisters must be made from aust enitic stainless steel Type 304 or 316.

4/08/02 Use of Plastic Analysis for the Design of Type B Containment Components for Nuclear Material Transportation Casks,Section III, Division 3 N-626 (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, A Applications 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, A Design 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:

A In lieu of the application of the equation for outer shell thickness (t req) the response of the containment boundary to puncture test loadings may be evaluated using

plastic analysis according to the rules in Appendix F, A Rules for Evaluation of Service Loadings with Level D Service Limits.

@ 7/23/02 DG-1191, Page13 Table 2 Conditionally Acceptable Section III Code Cases Code Case Number Title/Condition Date or Supplement/

Edition Use of SA-738, Grade B, for Metal Containment Vessels, Class MC,Section III, Division 1 N-655 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. 2/25/02 Rules for the Construction of Inner Tr ansportation Containments,Section III, Division 3 N-656 The inner transportation containment must contain only solid and dry material.

2/25/02 DG-1191, Page14 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 tabl e lists the date that the ASME annulled the Code Case, and the Supplement and Edition if the Code Case was annulled in Supplement 2 to the 2004 Edition through Supplement 0 to the 2007 Edition (e.g., "3/04E means Supplement 3 to the 2004 Edition).

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 DG-1191, Page15 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-35-1 (1552-1) Design by Analysis of Section III, Class 1 Valves 7/01/79 N-37-3 (1557-3) Steel Products Refined by Secondary Remelting,Section III and VIII, Division 1 and 2 7/01/82 N-41 (1571) Additional Material for SA-234 Carbon Steel Fittings,Section III 1/21/85 N-43 (1578) SB-167 Nickel-Chromium-Iron (Alloy 600) Pipe or Tube,Section III 7/01/82 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 DG-1191, Page16 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-94 (1700) Determination of Capacities of Liquid Relief Valves,Section III,

Division 1, Class 1, 2, and 3 3/19/82 N-95-2 (1701-2) Determination of Capacities of Vacuum Relief Valves,Section III, Division 1, Classes 2, 3, and MC and Division 2 Concrete

Containments 7/09/82 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 Sec tion 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, Secti on 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 800F Without Stress Rupture Tests,Section III, Division 1 12/31/85 N-142-1 (1774-1) Minimum Wall Thickness for Class 2 and 3 Valves,Section III, Division 1 1/01/80 N-147 Use of Modified SA-487 Grade CA6NM,Section III, Division 1, 7/01/78 DG-1191, Page17 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date (1781) Class 1, 2, 3, MC or CS N-148 (1782) Use of Copper-Nickel Alloy 962 for Castings,Section III, Division 1, Class 3 Construction 6/30/83 N-156 (1793) Structural Steel Rolled Shapes,Section III, Division I, Class 2, 3, and MC 2/14/86 N-157 (1794) Use of Seamless Al-Br, Alloy CDA 614 Pipe,Section III, Division 1, Class 3 1/07/83 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 DG-1191, Page18 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-208-2 Fatigue Analysis for Precipitation Hardening Nickel Alloy Bolting Material to Specification SA-637 N07718 for Class 1 Construction,Section III, Division 1 5/07/02 N-212 (1693) Welding Procedure Qualification of Dissimilar Metal Welds When A Buttering@ 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 Postweld Heat Treatment of Weld Deposit Cladding on Classes 1, 2, 3, MC, and CS Items,Section III, Division 1 2/23/87 N-220 Code Effective Date for Component Supports,Section III, Division 1 7/13/81 N-223 Requirements for Stainless Steel Precipitation Hardening,Section III, Division 1, Class MC 11/20/81 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 DG-1191, Page19 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date N-246-2 SB-169 Alloy C61400,Section III, Division 1, Class 3 Construction 7/27/95 N-247 Certified Design Report Summary for Component Standard Supports,Section III, Division 1, Class 1, 2, 3 and MC 4/30/93 N-248 Alternative Reference Radiographs,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 N-313 Alternative Rules for Half-Coupling Branch Connections,Section III, 7/01/96 DG-1191, Page20 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date Division 1, Class 2 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 Nons tructural 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 700F Without Stress Rupture Tests,Section III, Division 1 6/30/86 N-353 Marking of SA-354 Grade BD Bolting,Section III, Division 1 9/05/88 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 N-362-2 Pressure Testing of Containment Items,Section III, Division 1, Classes 1, 2, and MC 7/01/88 DG-1191, Page21 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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 Purpos e Cement Grouts, Epoxy Grouts, and Epoxy Bonding,Section III, Division 2, Class CC 7/27/91 N-387 Certification of Level III NDE Examiner,Section III, Division 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 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 DG-1191, Page22 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 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, Secti on III, Division 1, Class 1, 2, and 3 1/01/00 N-497-1 Use of Fe-Ni-Cr-Mo-N (C-N-3MN) Cast Materials,Section III, 1/01/99 DG-1191, Page23 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date Division 1, Class 2 and 3 Construction 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 DG-1191, Page24 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 DG-1191, Page25 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 DG-1191, Page26 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 Welds B Class 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 Vessels B Class MC,Section III, Division 1 1/01/78 1769-1 Qualification of NDE Level III Personnel,Section III, Division 1 10/01/77 DG-1191, Page27 Code Case Number Table 3 Annulled Unconditionally Approved Section III Code Cases Annulment Date 1773 Use of Other Product Forms of Materials for Valves,Section III, Division 1 7/01/77 1775 Data Report Forms for Core Support Structures, Class CS,Section III, Division 1 8/13/79 1777 Use of SA-106, Grade C in Class MC Construction,Section III, Division 1 7/01/77 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 DG-1191, Page28 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 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels N-11-5 (1414-5) The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.

8/29/80 Elastomer Diaphragm Valves,Section III, Division 1, Classes 2 and 3 N-31-1 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.

7/01/93 Hydrostatic Testing of Embedded Class 2 and Class 3 Piping

for Section III, Division 1 Construction N-32-4 The acceptance of Code Case N-32-4 wa s based on the following clarification and interpretation. Code Case N 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.

3/16/84 Waiver of Ultrasonic Transfer Me thod,Section III, V, and VIII, Division 1 N-92 (1698) 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, Secti on V, ASME BPV Code, 1977 Edition.

7/13/81 DG-1191, Page29 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Pressure Relief Valve Design Rules,Section III, Division 1, Class 1, 2 and 3 1/01/83 N-100 (1711) 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, S ection 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.

Weld End Preparation for Section III, Division 1 Construction N-106-2 (1720-2) 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.

8/14/93 Alternate Test Fluids,Section III, Division 1 N-110 (1727) The applicant should provide justificati on 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.

1/01/79 Weld Design for Use for Section III, Division 1, Class 1, 2, 3 and MC

Construction of Component Supports N-116 (1734) 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.

1/01/78 Hydrostatic Testing and Stamping of Components,Section III, Division 1, Construction N-146-1 (1780-1) 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 whic h 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 Welded Joints in Component Standard Supports,Section III, Division 1 N-175 (1818) 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 DG-1191, Page30 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Intervening Elements,Section III, Division 1, Classes 1, 2, 3 and MC Component Construction N-199 The applicants should provide informati on 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 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 The furnace brazing process procedure qualification should include a verification for nonsensitization as given in ASTM A 262-70, A Standard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic

Stainless Steels

@ (Ref. 5), Practices A or E, or ASTM A 708-74, A Practice 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.

1/01/82 Materials Certification,Section III, Divi sion 1, Classes 1, 2, 3, MC, and CS Construction N-242-1 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.

6/30/84 Low Energy Capacitive Discharge Welding Method for Temporary or

Permanent Attachments to Components and Supports,Section III, Division 1, and XI N-252 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 Weld Repair of SA-182 Type 316 Forgings,Section III, Division 1, Classes 1, 2, 3, and MC N-260-2 Type 308L welding materials should not be used to repair grade F 316 N

forgings because of the difference in strength levels.

12/05/88 Alternate Thread Forms, Series and F its for Component Supports,Section III, Division 1 N-263 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.

3/17/83 Alternative Rules for Examination of Weld Repairs for Section III, Division 1 Construction N-274 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 DG-1191, Page31 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Repair of Welds,Section III, Division 1 N-275 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 Torquing as a Locking Device for Section III, Division 1, Class 1, 2, 3, and MC Component Supports N-279 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 Depositing Weld Metal Prior to Preparing Ends for Welding,Section III, Division 1, Class 1, 2, and 3 N-292 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.

@ 2/20/04 Certification of Bolting Materials,Section III, Division 1, Class 1, 2, 3, MC and CS N-310-1 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 sp ecification are present in the actual bolting material.

7/01/82 Alternate Rules for Thread Engagement,Section III, Division 1 N-314 Applicants should identify in their safety analysis report:

(1) the minimum length of thread engagement and (2) the procedure used to establish thread engagement.

5/11/84 Use of SA-574 Socket Weld Head Cap Screws,Section III, Division 1 N-348 N-348-1 N-348-2 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.

9/7/85 2/20/89 8/14/93 Postweld Heat Treatment B Thickness of Material,Section III, Division 1 N-350 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 DG-1191, Page32 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Weld Repair of SA-182 Austenitic Forgings ,Section III, Division 1, Classes 1, 2, and 3 N-383-1 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 Alternative Rules to the Spectral Broadening Procedures of N-1226.3 for

Classes 1, 2, and 3 Piping,Section III, Division 1 N-397 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).

2/20/87 Reporting of Charpy-V Notch Test Results,Section III, Division 1 N-398 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 Annealed Alloy UNS N06625 Over UNS N06600 Bimetallic Tubing,Section III, Division 1, Class 1 N-404 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.

12/11/95 Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and 3 Piping,Section III, Division 1 N-411-1 (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, 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).

5/05/00 N-411-1 Alternative Damping Values for Response Spectra Analysis of Class 1, 2, and 3 5/05/00 DG-1191, Page33 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Piping,Section III, Division 1 (cont'd) (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.

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 N-430 (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:

A 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.

@ 7/01/93 Socket Welds,Section III 1361-2 Code Case 1361-2 was acceptable when used in connection with Section III, paragraph NB-3356, Fillet Welds.

3/01/79 Modified High Yield Strength Steel for Section III, Division 1, Class 1 Vessels 1412-4 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.

1/01/77 Wrought Type 304 and 316 with Nitrogen Added, Sections I, III, VIII, Division 1 and 2 1423-2 Code Case 1423-2 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, A Control of Ferrite Content in Stainless Steel Weld Metal

@ (Ref. 10), and Regulatory Guide 1.44, A Control of the Use of Sensitized Stainless Steel

@ (Ref. 11).

7/01/77 Use of H-Grades of SA-240, SA-479, SA-336, and SA-358,Section III 1521-1 Code Case 1521-1 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.31, A Control of Ferrite Content in Stainless Steel Weld Metal

@ (Ref. 10), and Regulatory Guide 1.44, A Control of the Use of Sensitized Stainless Steel

@ (Ref. 11).

1/01/78 High Strength Steel SA-508, Class 2 and SA-541, Class 2 Forgings,Section III, Class 1 Components 1528-3 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 DG-1191, Page34 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Design of Piping for Pressure Relief Valve Station,Section III 1569 Code Case 1569 was acceptable subject to compliance with the recommendations contained in Regulatory Guide 1.67, A Installation of Over-Pressure Protection Devices

@ (Ref. 12).

7/01/79 Stress Criteria Section III, Classes 2 and 3 Piping Subject to Upset, Emergency, and Faulted Operating Conditions 1606-1 Code Case 1606-1 was acceptable subject to the interpretation that the stress limit designations of A Upset,@ AEmergency,@ and A 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 Stress Criteria for Section III, Classes 2 and 3 Vessels Designed to

NC/NC-3300 Excluding the NC-3200 Alternate 1607-1 Code Case 1607-1 was acceptable subject to the interpretation that the stress limit designations of A Upset,@ AEmergency,@ and A 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 Stress Criteria for Section III, Class 2 and 3 Valves Subjected to Upset, Emergency, and Faulted Operating Conditions 1635-1 Code Case 1635-1 was acceptable subject to the interpretation that the stress limit designations of A Upset,@ AEmergency,@ and A 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 Stress Criteria for Section III, Class 2 and 3 Pumps Subjected to Upset, Emergency, and Faulted Operating Conditions 1636-1 Code Case 1636-1 was acceptable subject to the interpretation that the stress limit designations of A Upset,@ AEmergency,@ and A 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 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 1689-1 The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.

1/01/78 DG-1191, Page35 Table 4 Annulled Conditionally Accep table Section III Code Cases Code Case Number Title/Condition Annulment Date Qualification of Nondestructive Examination Personnel,Section III, Division 1 1783-1 The first sentence of paragraph (1) should be replaced with the following:

A 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.

@ 1/01/79 DG-1191, Page36 5. Code Cases Superseded by Revised Code Cases The Code Cases listed in Table 5 were approved in pr ior versions of this guide and have since 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 B een 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 High Yield Strength Steel,Section III, Division 1, Class 1 Vessels N-7 (1358-5) The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.

12/13/82 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 Elastomer Diaphragm Valves,Section III, Class 2 and 3 N-31 (1540-2) 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.

7/18/85 N-55 (1609-1) Inertia and Continuous Drive Friction We lding,Section I, III, IV, VIII, Division 1 and 2, and IX 4/05/84 Material for Core Support Structures,Section III, Division 1, Subsection NG N-60 (1618-2)

N-60-1 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.

5/25/83 9/17/84 Material for Core Support Structures,Section III, Division 1, Subsection NG N-60-2 N-60-3 N-60-4 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.

9/05/85 5/13/91 2/15/94 DG-1191, Page37 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date Internal and External Valve Items,Section III, Division 1, Class 1, 2 and 3 Line Valves N-62-2 (1621-2)

N-62-3 N-62-4 N-62-5 N-62-6 The Code requires that Class 1 and Class 2 valve manufacturers meet the provisions of NCA 4000, A Quality Assurance,@ and, in addition, Class 3 valve manufacturers should also meet the provisions of NCA-4000.

7/18/85 9/05/85 7/24/89 12/11/89 5/11/94 Additional Materials for Component Supports ,Section III, Division 1, Subsection NF, Class 1, 2, 3 and MC Component Supports N-71-7 (1644-7)

N-71-8 (1644-8) 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 co rrosion 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.

5/15/78 1/07/80 Additional Materials for Component Supports Fabricated by Welding,Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports N-71-9 (1644-9) 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 accep ted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.

5/11/81 Additional Materials for Component Supports Fabricated by Welding,Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports N-71-10 N-71-11 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 co rrosion 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 accep ted by the Authorized Inspector concerning exposure of electrodes for longer periods of time.

6/17/82 2/14/83 DG-1191, Page38 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date Additional Materials for Component Supports Fabricated by Welding,Section III, Division 1, Class 1, 2, 3 and MC N-71-12 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 co rrosion 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 accep ted 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 1000F (540C) and should not exceed 1150F (620C) for Class 1 and Class 2 material and 1175F (640C) 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.

@ 2/20/84 Additional Materials for Subsection NF, Classes 1, 2, 3 and MC Component Supports Fabricated by Welding,Section III, Division 1 N-71-13 N-71-14 N-71-15 N-71-16 N-71-17 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 co rrosion 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. 12/05/85 12/16/86 2/12/93 12/31/96 12/08/00 DG-1191, Page39 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date Additional Materials for Subsection NF, Classes 1, 2, 3 and MC Component Supports Fabricated by Welding,Section III, Division 1 N-71-13 N-71-14 N-71-15 N-71-16 N-71-17 (cont=d) 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 postweld heat treatment should be performed in accordance with NF-4622 except that for ASTM A-710 Grade A material, it should be at least 1000F (540C) and should not exceed 1150F (620C) for Class 1 and Class 2 material and 1175F (640C) for Class 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 w ith Section 5.3.4 of NUREG-0800, A Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants

@ (Ref. 13), or on a case-by-case basis. The fracture 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.

12/05/85 12/16/86 2/12/93 12/31/96 12/08/00 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) Postweld Heat Treatment of P-1 Material,Section III, Class MC 8/28/78 N-119-2 (1739-2)

N-119-3 (1739-3 N-119-4 (1739-4)

N-119-5 Pump Internal Items,Section III, Division 1, Class 1, 2, and 3 8/25/80 12/01/80 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, Di vision 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 DG-1191, Page40 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date Use of Flexible Hose for Section III, Division 1, Class 1, 2, and 3 Construction N-192 N-192-1 N-192-2 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, particular ly NC-ND-3649.4(e), are required to be furnished with the application.

8/30/79 9/16/81 7/23/02 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 Sec tion III, Division 1, Class 1, 2, or 3 Construction 3/19/79 N-214 N-214-1 Use of SA-351, Grade CN7M, for Valves for Section III, Division 1, Construction 9/07/82 5/25/83 N-224 Use of ASTM A500 Grade B and ASTM A501 St ructural 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 Materials Certification,Section III, Divi sion 1, Classes 1, 2, 3, MC, and CS Construction N-242 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.

4/10/80 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 Additional Materials for Component Supports F abricated Without Welding,Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports N-249 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 A Reply.@ 5/11/81 Additional Materials for Component Supports F abricated Without Welding,Section III, Division 1, Subsection NF, Class 1, 2, 3, and MC Component Supports N-249-1 Paragraph 7 of the A 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 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 Additional Material for Subsection NF, Classes 1, 2, 3, and MC Component Supports

Fabricated Without Welding,Section III, Division 1 N-249-4 N-249-5 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, A Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants

@ (Ref. 13), or on a case-by-case basis. 9/17/84 4/08/85 DG-1191, Page41 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date Additional Material for Subsection NF, Classes 1, 2, 3, and MC Component Supports Fabricated Without Welding,Section III, Division 1 N-249-6 N-249-7 N-249-8 N-249-9 N-249-10 N-249-11 N-249-12 N-249-13 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 accord ance with Section 5.3.4 of NUREG-0800, A Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants@ (Ref. 13), or on a case-by-case basis. Th e 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 vi rtue 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.

@ 9/05/85 12/05/85 12/16/86 5/06/89 5/13/91 2/12/93 5/11/94 12/08/00 N-260 Weld Repair of SA-182 Type 316 Forgings,Section III, Division 1, Classes 1, 2, 3, and MC 7/18/85 Weld Repair of SA-182 Type 316 Forgings,Section III, Division 1, Classes 1, 2, 3, and MC N-260-1 Type 308 L welding materials should not be used to repair grade F 316 N forgings

because of the difference in strength levels.

12/05/85 N-265 Modified SA-487 Castings,Section III, Division 1, Class 1 5/19/85 Metal Containment Shell Buckling Design Methods,Section III, Division 1, Class MC N-284-1 This Code Case is listed in Regulatory Guide 1.193.

10/02/00 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 Procedure for Evaluation of the Design of Rectangular Cross Section Attachments on Class 2 or 3 Piping,Section III, Division 1 N-318 N-318-1 N-318-2 N-318-3 N-318-4 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.

2/20/84 7/12/84 9/05/85 12/11/89 4/28/94 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 DG-1191, Page42 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-345 Attachment of AMS 5382 Alloy 31 Seat Rings by Friction Welding,Section III, Division 1, Classes 1, 2, and 3 12/13/82 N-352 Use of SA-638 Grade 660 Forgings and Bars Below 700F Without Stress Rupture Tests,Section III, Division 1 7/18/85 N-362 Alternate Rules for Pressure Testing of Containment Items,Section III, Division 1 12/13/82 N-362-1 Pressure Testing of Containment Items, S ection 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 Weld Repair of SA-182 Austenitic Forgings, S ection III, Division 1, Classes 1, 2, and 3 N-383 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.

7/18/85 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 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded

Attachments on Class 1 Piping,Section III, Division 1 N-391-1 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.

8/24/95 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 Procedure for Evaluation of the Design of Hollow Circular Cross Section Welded

Attachments on Classes 2 and 3 Piping,Section III, Division 1 N-392-1 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.

12/11/92 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 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.

12/12/94 DG-1191, Page43 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date Alternative Damping Values for Seismic Analys is of Classes 1, 2, and 3 Piping Sections,Section III, Division 1 N-411 (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 dissipa te 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. 2/20/86 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 DG-1191, Page44 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date N-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 Va lues 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, Secti on 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 Line ar 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 800F,Section III, Division 1 11/02/04 N-625 Ni-Cr-Mo Alloy (UNS N06059) Welded Construction to 800F,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 High Yield Strength Cr-Mo Steel for Section III, Division 1, Class 1 Vessels 1414-3 1414-4 The information required to be developed by Note 1 in the Code Case should be provided in each referencing safety analysis report.

3/1/76 8/9/77 DG-1191, Page45 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 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 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 Stress Criteria for Section III, Class 2 and 3 Piping Subjected to Upset, Emergency, and

Faulted Operating Conditions 1606 Code Case 1606 was acceptable subject to the interpretation that the stress limit

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

designations of A Upset,@ AEmergency,@ and A 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 Material for Core Support Structures,Section III, Subsection NG 1618 (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.

3/03/75 Material for Core Support Structures,Section III, Subsection NG 1618-1 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 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 Use of SB-359 for Section III, Class 3 Construction 8/12/74 DG-1191, Page46 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 1634-1 8/13/76 Additional Materials for Component Supports, S ection III, Subsection NF, Class 1, 2, 3, and MC Construction 1644 1644-1 1644-2 1644-3 The maximum measured ultimate tensile strength of the component support material should not exceed 170 Ksi.

4/28/75 6/30/75 11/03/75 3/01/76 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 1644-4 1644-5 1644-6 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 co rrosion 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.

8/13/76 3/03/77 11/21/77 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 Alternate PWHT Time and Temperature for SA-182 Grade F22,Section III, Class 1, 2, 3 and CS 1689 The alternate postweld heat treatment should be prequalified along with the applicable welding procedure in accordance with ASME Section IX.

9/10/76 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 Postweld Heat Treatment of P-1 Material,Section III, Class MC 7/11/77 Weld End Preparation for Section III, Division Construction 1720 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.

3/01/76 Weld End Preparation for Section III, Division Construction 1720-1 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.

11/20/78 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 DG-1191, Page47 Code Case Number Table 5 Code Cases That Have B een Superseded by Revised Code Cases on or After July 1, 1974 Revision Date 1755 Alternate Rules for Examination of Welds in Piping, Class 1 and 2 Construction,Section III, Division 1 1/14/77 Material for Internal Pressure Retaining It ems for Pressure Relief Valves,Section III, Division 1, Class 1, 2, and 3 1759 Applicants using this Case should also use Code Case 1711 for the design of pressure relief valves.

5/15/78 1761 Use of SG-148 Alloy CA954 for Section III, Di vision 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 Hydrostatic Testing and Stamping of Pumps for Class 1 Construction,Section III, Division 1 1780 Each licensing application in which the C ode 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 Qualification of Nondestructive Personnel,Section III, Division 1 1783 The first sentence of paragraph (1) should be replaced with the following:

A 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 individual. If the employer is not a Certifi cate Holder, then the verification of such certificate is the responsibility of the Certificate Holder.

@ 1/14/77 DG-1191, Page48 D. IMPLEMENTATION The purpose of this section is to provide informa tion 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 a pproved 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, A Codes and Standards

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

DG-1191, Page51 REFERENCES

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 2. ASME Boiler and Pressure Vessel Code,Section III, A Rules 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.), 104 th Congress of the United States of America, Washington, DC.4

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

5

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.

6 2 All NRC regulations listed herein are available electronically through the Public Electronic Reading Room on the NRC

=s public Web site, at http://www.nrc.gov/r eading-rm/doc-collections/cfr/

Copies are also available for inspection or copying for a fee from the NRC

=s Public Document Room at 11555 Rockville Pike, Rockville, MD; the PDR

=s mailing address is USNRC PDR, Washington, DC 20555; telephone (301) 415-4737 or (800) 397-4209; fax (301) 415-3548; email PDR@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 All regulatory guides listed herein are available electronically through the Electronic Reading Room on the NRC=s public Web site at http://www.nrc.gov/r eading-rm/doc-collections/reg-guides/. Active guides may be purchased from the National Technical Information Service (NTIS). Details may be obtained by contacting NTIS at 5285 Port Royal Road, Spri ngfield, Virginia 22161, online at http://www.ntis.gov, by telephone at (800) 553-NTIS (6847) or (703) 605-6000, or by fax to (703) 605-6900. Copies are also available for inspection or copying for a fee from the NRC

=s Public Document Room (PDR), which is located at 11555 Rockville Pike, Rockville, Maryland; the PDR

=s 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@nrc.gov. 6 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, Pennsylvani a 19428-2959; phone (610) 832-9585. Purchase information is available through the ASTM Web site at http://www.astm.org.

DG-1191, Page52

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.

6 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.

5

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

5

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

5

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

5 7 All NUREG-series reports listed herein were published by the U.S. Nuclear Regulatory Commission,. Most are available electronically through the Public Electronic Reading Room on the NRC

=s public Web site, at http://www.nrc.gov/ r eading-rm/doc-collections/nuregs/. Copies are available for inspection or copying for a fee from the NRC

=s Public Document Room at 11555 Rockville Pike, Rockville, MD; the PDR

=s mailing address is USNRC PDR, Washington, DC 20555; telephone (301) 415-4737 or (800) 397-4209; fax (301) 415-3548; email PDR@nrc.gov. In addition, copies are availabl e at current rates from the U.S. Government Printing Office, P.O. Box 37082, Wa shington, DC 20402-9328, te lephone (202) 512-1800; or from the National Technical Information Service (NTIS), at 5285 Port Royal Road, Springfield, Virginia 22161, online at http://www.ntis.gov, by telephone at (800) 553-NTIS (6847) or (703)605-6000, or by fax to (703) 605-6900.

DG-1191, Page53

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

5 13. NUREG-0800, A Standard 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.

7

14. Regulatory Analysis for the Amendment to 10 CFR 50.55a, A Codes and Standards,@ U.S. Nuclear Regulatory Commission, Washington, DC, July 2008.

8 8 Copies of this regulatory analysis are available for inspection and copying for a fee at the NRC's Public Document Room (PDR), which is located at 11555 Rockville Pike, Rockville, Maryland. The PDR's 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@nrc.gov. In addition, the regulatory analysis is available electronically through the NRC's Agencywide Documents Access and Management System (ADAMS) at http://www.nrc.gov/r eading-rm/adams.html , under Accession No.

ML082540559.

Appendix A to DG-1191, Page A-1 APPENDIX A SUPPLEMENTS ADDRESSED IN REVISION 35 OF REGULATORY GUIDE 1.84 Edition Supplement Number BNCS 1 Approval Date of Code Cases in Supplement 2 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 DG-1191, 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 EDITION 9 9 Except for those Code Cases pertaining to: high temperat ure gas-cooled reactors, S ection III, Division 2, liquid metal, and submerged spent fuel waste casks.

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

N-4-12 N-7-1 N-284-2 N-373-3 N-570-1 N-572 N-595-4 10 N-621-1 N-670 10 N-699 N-707 10 N-725 N-727 N-728 10 N-732 N-736 N-738 N-741 N-744 N-746 N-756 N-759 Appendix C to DG-1191, Page C-1

APPENDIX C NUMERICAL LISTING OF SECTION III CODE CASES 1 AND TABLE WHERE EACH CODE CASE IS LISTED 1 Except for those Code Cases pertaining to high te mperature gas-cooled reactors

Section III, Division 2; liquid metal; and submerged spent fuel waste casks.

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

Appendix C to DG-1191, Page C-2 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]

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-284-1 2 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]

Appendix C to DG-1191, Page C-3 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]

N-476 [T3]

N-482 [T3]

N-483-2 2 N-483-3 2 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-500 3 N-500-1 [T2]

N-500-2 [T1]

N-501 [T3]

N-502 [T3]

N-505 [T1]

N-507 [T3]

N-510 [T5]

N-510 2 N-510-1 2 N-511 [T1]

N-519 2 [T3] N-520 [T5]

N-520-1 [T1]

N-525 [T1]

N-530 2 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-565 2 N-570 [T5] N-570-1 [T2]

N-572 [T1]

N-579 [T1]

N-580 [T5]

N-580-1 [T1]

N-594 [T1]

N-595 2 N-595-1 2 N-595-2 2 N-595-3 [T2]

N-595-4 2 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-645 2 N-645-1 2 N-646 [T1]

N-650 [T1]

N-655 [T2]

N-656 [T2]

N-657 [T1]

N-659 2 N-659-1 2 N-670 2 N-673 2 N-692 [T1]

N-693 2 N-698 [T1]

N-699 [T1]

N-703 [T1]

N-707 2 N-710 [T1]

N-725 [T1]

N-727 [T1]

N-728 2 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]

Appendix C to DG-1191, Page C-4 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]

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]