ML20148F145

Rev 0 to Nuc Serv Closed Cooling Water Surge Tank

ML20148F145
Person / Time
Site:	Crane
Issue date:	09/01/1993
From:	Augustine R, Ramden S GENERAL PUBLIC UTILITIES CORP.
To:
Shared Package
ML20148F000	List: ML20148E999 ML20148F008 ML20148F025 ML20148F032 ML20148F054 ML20148F061 ML20148F083 ML20148F093 ML20148F101 ML20148F107 ML20148F122 ML20148F133 ML20148F145 ML20148F152 ML20148F160
References
NS-T-0001, NS-T-0001-R00, NS-T-1, NS-T-1-R, NUDOCS 9706040114
Download: ML20148F145 (18)

Text

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=

o Oh,15 -B*l 09 : 06 ': 5 7 f70413 GPU NUCLEAR B/A No.

128108

(,

W/O No. 95-552A-52108 SEISKIC QUAL $FICATION No.

SQ - T1 - D$ -T *-C)co l REVISION 0

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A/S' 7= bob I COMPONENT:

~-

5-SUBCOMPONENT(S)*

Sheet 1

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~M.3 EVALUATED BY2 DATE l

/0-)$-f 3 EVALUATED BY:

da A-DATE -

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9706040114 970528 i

l PDR ADOCK 05000289 P

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1 COMPONENT TAG NUMBER' 88-P ## / ~.

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• DOCUMENTS NUMBERS / STATUS sews V

j GMS 2 (TECHNICAL FUNCTONS DATA SURVEY) i PHYSICAL DRAWING / ASSEMBLY DRAWN 3 If~$~?h~7 {O7IE2 W

VENDOR CATALOG / DATA /NSTRUCTON MANUAL

.NSTAllATION SPECFICATON i

SEISMIC ANALYSIS / TEST REPORTS /CALCS CONCRETE OR PAD DRAWN 33, SPECS, BLOCK WAL13 EMBEDDED STEEL DRAWNGS ANCHORAGE DRAWING / DETAILS / AIDS f" f I9 FIELD CHANGE DOCS /MNCR'S o

OTHER I" / 4 ~~ O A " O O hM -- O b

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• Y GASCS Mt SQilcAQ f/-4{2.s/fj es,,

• GENERIC ISSUES POTENTIAL OUTUFR BASE PLATE PLUG WELDS

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• DsSPOSITION NEED MORE DATA KNOWN OUTLIER, SDSMC DATA ACCEPTABLE CONRMATON WALXDOWN ONLY ANCHORAGE CALCULATONS:

_ EXIST

_ PERFORM N FIELD COMMENTS Ak, f*

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Sheet 1 of 2

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f Equip. ID No.

NS-T-0001 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description NUC SERV CLOSED COOLING WATER SURGE TANK Location: Bldg. FHB Floor El. 348 Room, Row / Col W 0F SFP A Manufacturer, Model, Etc. (optional) AgrpAw' re,vAs. W / e s r/z e u s u s r:ar t z.

SHELL CAPACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, vertical. tank is equal to or greater than demand:

Y N U ANCHOR BOLTS AND EMBEDM MI, capacity of anchor bolts and their embedments is equal to or greater than demand:

hN U N/A flry x 8,v ca n A iA tro,e Evn uor'oW CONNECTION BETWEEN ANCHOR BOLTS AND SHELL Capacity of connections between the ancho'r bolts and the tank shell is equal to or greater than the demand:

Y N U N/A Arr,4 ce mwr a fb,e. ' ocu r t-W 7'e d FLEXIBILITY OF ATTACHED PIPING Attached piping has adequate flexibility to accommodate motion of large, flat-bottom, vertical tank:

Y N U

/

TANK FOUNDATION Ring-type foundation is not used to support la~rge, flat-bottom, vertical tank:

Y N U IS EOUIPMENT SEISMICALLY ADE0VATE?

N U'

L.

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4

(* '

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.05-1,5-97,09:06:57 SCREENING EVALUATION WORK SHEET (SEWS)'

Sheet 2 of 2 c.

Equip. ID No. NS-T-0001 Equip. Class 21 - Tanks and Heat Exchangers

(-

Equipment Description NUC SERV CLOSED COOLING WATER SURGE TANK COMMENTS

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2 CAPACITY REDUC. Tiott FACTORS FOR CAST IN.P..L_AC. E.B.O..LT.S.a!

i i WITH NUTS OR. HEADED STUDS _.

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NS.T.$. ~..

.._ a Bolt Dia. (D) inches-f.000 ConcreteStrength fc(psi) = _ 3,000

~ReqUi'reEEade DiiiC(EEilnJ. inches -~8.75N. A'ctualEdgebiE(5)'inciiesi~ ~'

Regi.,iM OniMn,MTLin;n);nG-r-- ----ActualEmbedment-(L-) inches-"

12"

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._. Required.Specing4Smin$latham...12.825... ActualSpecing (S) inches -. 42.75..--

........a Note: if actual embedment,specing, or edge distance exceeds minimum required,.

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l L =

10

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4= -dtE25 - inches

-E-=

5-~ inches.

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2 r = (2L+0.)./2..

2;11 rad

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~ ~ ~ ~ ' ~ ~ - " ' - ~ ' " ' ~ ~ '

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'..... __1_ws_ Str'e~ *u. e_n.ae GlPTable C.31 allowables are based..o._n_a..'o.cri.c. rete stre..ngth..=. fc = 3500..ps.i.

• ~ ~'CoriEriite' ster'ijtN450'd jiilVut >s 2'500 psf. StEngth reduction factor tsquired. ~

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Actual spacing equals or exceeds required spacing, no pullout reduction factor required.

i 3

Shear capacity reductrort factor for clQ i.piscaicast.in-place anchor bolts = RSs:

l RSs =

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.From Table C.31 of the G1P, the subject bolt has the following full allowable loads-

=........

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the-anowable-shear capacity.(Vu'F. 43 35^ LM.

13 The revised pulloutload = Pu m Pu'

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I 47648_ _.lbs.

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