Document: NUREG-0800
Document ID: 62485d6f-6b2a-4360-acb5-f874d2adc406
Document Type: srp
Title: PIPING SYSTEMS AND COMPONENTS - INSPECTIONS, TESTS,
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1808/ML18088A069.pdf
Revision Date: 2023-06
Chapter: 14
Section ID: 14.3.3
CFR Part: 
CFR Title: 

Content:
ng its associated supports and anchorages, withstands design basis seismic loads without loss of its safety function(s) during 14.3.3−12 Draft Revision 1 – September 2018 and after an SSE. The ITA should specify that (i) a type test, analysis, or a combination of type test and analysis will be performed of the system’s Seismic Category I equipment, including its associated supports and anchorages; and (ii) an inspection will be performed of the system’s Seismic Category I as-built equipment, including its associated supports and anchorages. The Acceptance Criteria should specify that (i) a seismic qualification report performed in conformance to the Institute of Electrical and Electronics Engineers (IEEE) Standard 344-2004, “IEEE Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations,” and ASME Standard QME-1-2007 (or later edition accepted by NRC), “Qualification of Active Mechanical Equipment Used in Nuclear Power Plants,” as accepted in Regulatory Guide (RG) 1.100, Revision 3 (or later revision), “Seismic Qualification of Electrical and Active Mechanical Equipment and Functional Qualification of Active Mechanical Equipment for Nuclear Power Plants,” or equivalent standards, exists and concludes that the system’s Seismic Category I equipment listed in the ITAAC table, including its associated supports and anchorages, will withstand the design-basis seismic loads and perform its safety functions during and after an SSE; and (ii) the system’s Seismic Category I equipment listed in the applicable ITAAC table, including its associated supports and anchorages, is installed in its design location in a Seismic Category I structure in a configuration bounded by the equipment’s seismic qualification report. Similar ITAAC to the example above may also be used for other SSCs with seismic and dynamic qualification requirements. In some instances, the ITAAC listed in SRP Section 14.3, Appendix D,