Document: NUREG-0800
Document ID: 71b0a52a-ac0c-4c26-b0eb-708a6f5600fb
Document Type: srp
Title: FOUNDATIONS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070333.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.5
CFR Part: 
CFR Title: 

Content:
ined in greater detail. The information furnished in the SAR is reviewed for sufficiency in accordance with the "Standard Format..."Regulatory Guide 1.70. A decision is then made with regard to the 56 sufficiency of the descriptive information provided. Any additional required information is requested from the applicant at an early stage of the review process. 2. Applicable Codes, Standards, and Specifications The list of codes, standards, guides, and specifications is compared with the list referenced in subsection II.2 of this SRP section. The reviewer assures himselfverifies57 that the appropriate code or guide is used and that the applicable edition and stated effective addenda are acceptable. 3. Loads and Load Combinations The reviewer verifies that the loads and load combinations are as conservative as those referenced and specified in subsection II.3 of this SRP section. Any deviations from the acceptance criteria for loads and load combinations that have not been adequately justified are identified as unacceptable and transmitted to the applicant. DRAFT Rev. 2 - April 1996 3.8.5-12 4. Design and Analysis Procedures The reviewer assures himselfverifies that for the design and analysis procedures, the 58 applicant has used the procedures in the applicable code as delineated in subsection II.4 of this SRP section. Any computer programs that are used in the design and analysis of the foundation are reviewed to verify their validity in accordance with the acceptance criteria delineated in subsection II.4.e of SRP Section 3.8.1. The reviewer assures himselfverifies that the provisions of subsection II.4 of this SRP 59 section are met. 5. Structural Acceptance Criteria The limits on allowable stresses and strains in the concrete, reinforcement, and structural steel and on factors of safety for overturning, sliding, and flotation are compared with the corresponding allowable values specified in subsection II.5 of this SRP section. If the applicant proposes to