Document: NUREG-0800
Document ID: 16c1145e-ffe2-48c4-bd44-0ccaeb83dc99
Document Type: srp
Title: FIRE PROTECTION PROGRAM
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070563.pdf
Revision Date: 2023-06
Chapter: 9
Section ID: 9.5.1
CFR Part: 
CFR Title: 

Content:
cy planning as part of 15 its primary review responsibility for SRP Section 13.3. 2. The Licensing QualificationHuman Factors Assessment Branch (LQB)(HHFB) will 16 evaluate the fire protection brigade training programs and will evaluate the organizational arrangements as part of its primary review responsibilities for SRP Sections 13.2.2, and will evaluate the organizational arrangements as part of its primary review responsibilities for SRP Sections 13.1.1, and 13.1.2-13.1.3 respectively.17 3. The Procedures and Test Review Branch (PTRB)HHFB will evaluate the fire protection plant operating and maintenance procedures as part of its primary responsibility for SRP Section 13.5.2.18 4. The Procedures and Test Review Branch (PTRB)Quality Assurance and Maintenance Branch (HQMB) will evaluate the fire protection plant administrative procedures as part of its primary responsibility for SRP Section 13.5.1.19 5. The Quality Assurance Branch (QAB)HQMB will evaluate the adequacy of the QA 20 Program as part of its primary review responsibility for SRP SectionChapter 17.0 . 21 6. The Licensing GuidanceTechnical Specifications Branch (TSB) will review the 22 technical specifications prepared by the applicant for fire protection as part of its primary review responsibility for SRP Section 16.0. 7. The Structural EngineeringCivil Engineering and Geosciences Branch (SEB)(ECGB)23 will, upon request, verify the acceptability of the design analyses, procedures, and criteria DRAFT Rev. 4 - April 1996 9.5.1-4 used for seismic Category I supporting structures for the FPP, and for externally imposed system loads resulting from less severe natural phenomena. 8. The Mechanical Engineering Branch (EMEB) will, upon request, review that portion of 24 the hose standpipe system which should remain functional following a postulated SSE, and confirm that systems components, piping, and structures are designed in accordance with applicable seismic design criteria. 9. The Instrumentation and