ML23241A558

7 to Updated Final Safety Analysis Report, Chapter 3, Figure 3.8-85, Drawing 515215, Rev. 8, Sheet 1, Architectural Safety Related Masonry Walls Auxiliary Building

ML23241A558
Person / Time
Site:	Diablo Canyon
Issue date:	05/25/2023
From:	Pacific Gas & Electric Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML23241A052	List: DCL-23-044, 7 to Updated Final Safety Analysis Report, Chapter 9, Figure 9.4-10, Drawing 512904, Revision 15, Mechanical Air Monitoring Technical Support Center and Post-Accident Sampling System Air Flow Diagrams ML23241A053 ML23241A054 ML23241A055 ML23241A056 ML23241A057 ML23241A058 ML23241A059 ML23241A060 ML23241A061 ML23241A062 ML23241A063 ML23241A064 ML23241A065 ML23241A066 ML23241A067 ML23241A068 ML23241A069 ML23241A070 ML23241A071 ML23241A072 ML23241A073 ML23241A074 ML23241A075 ML23241A076 ML23241A077 ML23241A078 ML23241A079 ML23241A080 ML23241A081 ML23241A082 ML23241A083 ML23241A084 ML23241A085 ML23241A086 ML23241A087 ML23241A088 ML23241A089 ML23241A090 ML23241A091 ML23241A092 ML23241A093 ML23241A094 ML23241A095 ML23241A096 ML23241A097 ML23241A098 ML23241A099 ML23241A100 ML23241A101 ... further results
References
DCL-23-044
Download: ML23241A558 (1)

Text

PLAN ARCH DWG. 59631 0-8 l

EL.

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85 1-011 0

SEE DETAI L 4DWG. 4024896 PLAN EL. 122' - 6 "

ARCHDWG59560 0

-z::EDETAIL3DWG. ~024896 z~

PLAN EL. 85'-0 "

ARCH DWG 59553 18

2.

L! f--+--- ----+-------+--

L f-- +-------+-------+--

H

)------1jlee~-1,'>-l~~~~~eei!i--

PLAN EL. 140'-o" ARCH. OWG 59596 PLAN EL.128'-0 ARCH. OW6 59567 UIUT2 5tllFT l'O RE H AN O F FI Q

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SEE DETAIL 2DWG.4024896 0-PLAN EL. 122' - 6 "

ARCH0WG501251 18 20-s f---------c-------c- ----+-------+---

K PLAN EL. 140'-o" u

s PLAN EL.85'-0" LEGEND,

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.i."s"F£TV KLATED MASONRY

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SAF'ETYRELATEO MASONRY ww.s A

NOTES :

CONCRETE MASONRY WALL DIMENSIONS MJD O(TA!L REFERENCES AN0AS-BUI L TC0NCR(T[MAS0NRYWALL M00IF!CATJ0NR[f[R[NCES ARESH0\oN0NARCHITECTURAL0RAWINGS59550, 59563, 59567.

59579, 59581, 59587, 5959 1, 59596, 59631, AN0503045,

2.

FOR CONCRETE MASONRY WALL MOOIFICAIJONS, SEE ORAl<IINGS 40106 16, 4010617, 40 10618AN04010619,

U.N. 0.

ANYM00JFJCATJ0N0FSAF[TYR[LATE0MA$0NRYWALLS, STEELSUPPORTINGMEHBERS, 1-tJSTBEAPPROVEDBYCIVILENGINEERING PRIOR10[N$1ALLA1I0N,

5.

SAFETYRELAIEDEOUI PHE:NTANDSYSTEMSSHALL NOTBELOCAIED IN THE VICINITY !WITHIN A DISHfKE EQUAL TO THE WALL HEIGHT I OF EXTSTING NON-SAFETY RELATED HASOrmr \</ALL S UNLESS APPROVED 8YCIVILENG!NEERING, SEISMICALLY OUALlflED CEILING STRUCTURE, JNCLUOlfW COfKRETE SLAB, HEHL D[n ANO SUPPORTING FRAMING IS REllED UPON TO LA1ERALL YSuPPORTSAl'(TYR(LAl[DHA$0fjRYlolALL SAN0 IS SEISMICALL Y OUALIFIEOTOTHEREQUIREMENTSOFDCMT-3I.

QUALITY REQUIREMENTS FOR MODIFICATION or THIS STRUCTURE SHALLBETHESAMEASFOROESIGNCLASS I STRUCTURES.

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JtE.Y PLAN

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