Document: NUREG-0800
Document ID: 988a555f-fdfa-4452-829d-c06654bfbba5
Document Type: srp
Title: Initial Plant Test Program - Design Certification and New License Applicants
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0706/ML070660618.pdf
Revision Date: 2023-06
Chapter: 14
Section ID: 14.2
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CFR Title: 

Content:
ch can then be described in Tier 2. - If the fire analyses rely on fire caused faults to be cleared, this may need to be treated in the DD and ITAAC. It may be covered by the breaker coordination (see above). E. Sensing Instrumentation and Logic . e.g., detection of undervoltage and start and sequential loading the EDG. This is a direct safety function in response to design basis event of loss of power. Problems with relay settings should be considered in this requirement. F. Controls, Displays, and Alarms. Check DCD Tier 2/FSER Chapter 18 on the minimum inventory for emergency operating procedures (EOPs), ERGs, etc. 14.3-53 March 2007 G. Test Features. Limited to cases were special online test features have been specifically included (maybe for a special new design feature) H. Connection of Non-1E Loads on 1E Buses. Because of the potential degradation of the Class 1E sources this is part of the independence review. I. Location of Equipment. Important for some equipment in relation to its environment. BUILDING STRUCTURES REVIEW CHECKLIST 14.3-54 March 2007 The following information should be included in the building design descriptions (DD) in a consistent order. I. Building Structures 1. An ITAAC item for each building should verify the structural capability of the building to withstand design basis loads. A structural analysis should be performed to reconcile the as-built data with the structural design basis. The acceptance criteria should be the existence of a structural analysis report which concludes that the as-built building is able to withstand the structural design basis loads. The DCD Tier 2 should describe the details of the scope and contents of the structural analysis report and the need for reconciliation of construction deviations and design changes with the building dynamic response and its structural adequacy. 2. Do not use the ASME Code N-stamp as an acceptance criterion. Rather, verify the existence of ASME Code-required design documents (e.g.,