Document: NUREG-0800
Document ID: 1ee704a4-ae61-4af0-8158-c68006e8528a
Document Type: srp
Title: and 3.8.2, which apply to the other Category I concrete and steel structures,
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1006/ML100630323.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
ments of 10 CFR Part 50, Appendix B and thus perform their intended safety function. III. REVIEW PROCEDURES The reviewer will select material from the procedures described below, as may be appropriate for a particular case. These review procedures are based on the identified SRP acceptance criteria. For deviations from these acceptance criteria, the staff should review the applicant=s evaluation of how the proposed alternatives provide an acceptable method of complying with the relevant NRC requirements identified in Subsection II. 1. Description of the Structures. After the type of structure and its functional characteristics are identified, the staff obtains information on similar and previously licensed plants for reference. Such information, which is available in SARs and amendments of previous license applications, enables identification of differences for the case under review. These differences require additional scrutiny and evaluation. New and unique features that have not been used in the past are of particular interest and are thus examined in greater detail. The reviewer evaluates the information furnished in the SAR for completeness in accordance with RG 1.70 for a CP or an OL (for applications submitted in accordance with 10 CFR Part 50) or RG 1.206 for a DC or a COL (for application submitted in accordance with 10 CFR Part 52). 2. Applicable Codes, Standards, and Specifications. The reviewer compares the list of codes, standards, guides, and specifications with the list in Subsection II.2 of this SRP section. The reviewer verifies that the appropriate code or guide is used and that the applicable edition and stated effective addenda are acceptable. 3. Loads and Loading Combinations. The reviewer verifies that the loads and load combinations are as conservative as those specified in Subsection II.3 of this SRP section. The reviewer identifies any deviations from the acceptance criteria for loads and load combinations that have not been adequately