Document: NUREG-0800
Document ID: bef1ea40-9941-4e02-89c6-16eca69fabac
Document Type: srp
Title: FOUNDATIONS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340582.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.5
CFR Part: 
CFR Title: 

Content:
nd conditions outside the nuclear power unit. D. General Design Criterion 5 (Ref. 5) as it relates to structures, systems, and components important to safety not being shared among nuclear power units unless it can be shown that such sharing will not significantly impair their ability to perform their safety functions. The Regulatory Guides and industry standards identified in item 2 of this subsection provides information, recommendations and guidance and in general describes a basis acceptable to the staff that may be used to implement the requirement of 10 CFR Part 50, K50.55a, and GDC 1, 2, 4, and 5. Also, specific acceptance criteria necessary to meet these relevant requirements of these regulations for the areas of review, described in subsection I of this SRP Section are as follows: 1. Description of the Foundation The descriptive information in the SAR is considered acceptable if it meets the minimum requirements set forth in Section 3.8.5.1 of Regulatory Guide 1.70, "Standard Format and Content of Safety Analysis Reports for Nuclear Power Plants." 3.8.5-5 Rev. 1 - July 1981 Deficient areas of descriptive information are identified by the reviewer and a request for additional information is initiated. New or unique desigr features that are not specifically covered in the "Standard Format...", require a more detailed review. The reviewer determines the additional information required for a meaningful review of such new or unique design .features. 2. Applicable Codes, Standards, and Specifications The design, materials, fabrication, erection, inspection, testing, and surveillance, if any, of seismic Category I foundations are covered by codes, standards, and guides that are either applicable in their entirety or in portions thereof. A list of such documents is contained in subsec- tion I.2 of the SRP Section 3.8.3. In addition the documents listed in subsection II.2 of SRP Section 3.8.1 are acceptable for the containment foundation. 3. Loads and Load