Document: NUREG-0800
Document ID: 5cd0267e-b1ef-4ddb-8204-aac45ea7ac13
Document Type: srp
Title: 2.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070301.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.5.1.4.5
CFR Part: 
CFR Title: 

Content:
he 33 acceptance criteria of subsection II.4 is satisfied. For standard design certification reviews under 10 CFR Part 52, the procedures above should be followed, as modified by the procedures in SRP Section 14.3 (proposed), to verify that the design set forth in the standard safety analysis report, including inspections, tests, analysis, and acceptance criteria (ITAAC), site interface requirements and combined license action items, meet the acceptance criteria given in subsection II. SRP Section 14.3 (proposed) contains procedures for the review of certified design material (CDM) for the standard design, including the site parameters, interface criteria, and ITAAC.34 IV. EVALUATION FINDINGS The reviewer verifies that sufficient information has been provided to satisfy the requirements of this SRP section, and concludes that his evaluation is sufficiently complete and adequate to support the following type of statement to be included in the staff's safety evaluation report (SER).35 The staff concludes that the plant design is acceptable and meets the requirements of General Design Criterion 2. This conclusion is based on the following: The applicant has met the requirements of GDC 2 with respect to the structure 36 capability to withstand design tornado wind loading and tornado missiles so that their design reflects: 1. Appropriate consideration for the most severe tornado recorded for the site with an appropriate margin; 2. Appropriate combinations of the effects of normal and accident conditions with the effects of the natural phenomena; and 3.3.2-7 DRAFT Rev. 3 - April 1996 3. The importance of the safety function to be performed. The applicant has met these requirements by using ANSI A58.1 andor ASCE paper 37 No. 3269, which the staff has reviewed and found acceptable, to transform the wind velocity generated by the tornado into an effective pressure on structures and for selecting pressure coefficients corresponding to structures geometry and physical