Document: NUREG-0800
Document ID: c47cf2bd-7ad6-48e2-a865-479dac62c162
Document Type: srp
Title: LIGHT LOAD-HANDLING SYSTEM (RELATED
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052350539.pdf
Revision Date: 2023-06
Chapter: 9
Section ID: 9.1.4
CFR Part: 
CFR Title: 

Content:
and operate nuclear power plants. Thee documents are made available to the public as part of the Commission's policy to Inform the nuclear industry and the general public of regulatory procedures and policies. Standard review plans are not substitutes for regulatory guides or the Commission's regulations and compliance with them Is not required. The standard review plan sections are keyed to the Standard Format and Content of Safety Analysis Reports for Nudcer Power Plants. Not all sections of the Standard Format have a corresponding review plan. Published standard review plans will be revised periodically, as appropriate. to accommodate comments and to reflect new Informa- tion and experience. Comments and suggestions for Improvement will be considered and should be sent to the U.S. Nuclear Regulatory Commission, Office of Nuclear Reactor Regulation, Washington. D.C. 2. 4. ASB also performs the following reviews under the SRP sections indicated: a. Review of flood protection is performed under SRP Section 3.4.1, b. Review of the protection against internally generated missiles is performed under SRP Section 3.5.1.1, c. Review of the structures, systems and components to be protected against externally generated missiles is performed under SRP Section 3.5.2, d. Review of high and moderate energy pipe breaks is performed under SRP Section 3.6.1. Should the LLHS design deviate significantly from previously accepted designs, ASB will request pertinent reviews by other branches. Input from these branches will be coorindated by the ASB and incorporated into the ASB overall system evaluation. The coordinated reviews are as follows: The Structural Engineering Branch (SEB) determines the acceptability of the design analyses, procedures, and criteria used to establish the ability of seismic Category I structures housing the system and supporting systems to withstand the effects of natural phenomena such as the safe shutdown earth- quake (SSE), the probable maximum flood