ML20203J417
| ML20203J417 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 06/05/1987 |
| From: | ENERFAB |
| To: | |
| Shared Package | |
| ML20203J289 | List:
|
| References | |
| NUDOCS 9712190203 | |
| Download: ML20203J417 (100) | |
Text
,
f i
1
. =,
1 i
i ENERFAB, = INC.
DESIGN REPORT DEDICATED EMERGENCY FEEDWATER TANK ASME III CLASS 3 (NO "N"
STAMP)
CRYSTAL RIVER UNIT 3 FLORIDA POWER CORPORATION REVISION 2 June ~5, 1987 CERTIFICATION:-
A This doeurnent cornplies with the j
V requirernents of the ASME Boiler Prepared By _y2 and Pressure Vessel Code Section III, 1983. Edition with Addenda Dates _,,,f.;("d7______
thru Sumrner 1984, and the Design Specification SP-5134 dated Independent yc August.12, 1985.
Reviews _
~ ~
Dates __;
E,____
%*g5TE,9"%
W.L,4 g
Approved By:
rio 10041 Dat e : ___G[5./El_______
' i, I PROFESS 10R4. j a_ a m *<
~
4-5-87 9712190203 971216 PDR. ADOCK 05000302 P
i
-; f..
j BEG 9BD.9E.BK21819BS' Revision 0:
Includes.pages-1 to 40_ inclusive.
Addresses.
10/30/86 rnajor tank destgn detatis to perrni t - cu'st orner
-review and approval to-purchase major material.
Revision it-Added-pages 41-97.
Provides piping and pipe 12/12/86-support design.
. Revise pages 1,
4, 5,
12,. 20,-
21,-24,-29.1, 39.1-per custorner cornenent s.
Revislon 2:
Justifies SDR No.-'1123 on top shell' course thickness.
6/$/87 Adds design of-piping Section F.
Added pages $9.1 thru 59.5.
Revised pages 7, 27-and 28.
4 4
+
(' i')
mm.-%.,
~.. - -..
m
- .a,m v,
p
,---m---
-m-wc
. ~,..
..... =
=.
"l- - _,
L A
10 ELE _QE_GQNIENIS Eent
- 1. O - Introductton 1
- 2. O -~ Design' Criteria 2.1 Destgn Loads 2
- 2. 2 Materials and Allowable Stress Values 3'
3.0--Design Drawing List-14
' 4. 0 References 5
- 5. 0 - Design Calculations 5.1 Design' 6
- 5. 2 Seismie-Loading 29
- 5. 3 _ Piping Analysis' 41 iAppendix.A - Computer Printout Separate Cover 1
L tii) 4 4
7e y
d 3
e 5-
.g n--
- sov.r-p
.q.P
- 1. 0 1y19999g119y This report was prepared to meet the req u irernent s of Specification SP-5134 and paragraph NCA-3550 of the ASME Boiler and Pressure Vessel Code,Section III.
The Dedicated Ernergency Feedwater Storage Tank is located at the Crystal River Unit 3 Nuclear Statio,n.
The tank is classified as Nuclear Safety Class 3 per ANSI N18.2, ASME 111 Code Class 3, and Seistnic Category I.
An "N"
St arnp is not required.
The tank is f l at -bot t orned with 28 ' -O" O. D.
cylindrical walls and 60' -O" spherica l l y dorned roof.
The tank design is shown to rneet the requirernent s of ND-3900 of Subsection ND for the conditions identified in the Design Specification.
The seismic req ui rernent s are considered by reference to ASCE Manual No.
58 (Reference 4) and the spectral curves contained in the Specification.
All tank internal and external piping is supported frorn the tank to Seistnic Category I t equirernent s.
For purposes of seistnie analysis of tank piping, the tank is as surned to be sufficiently stiff so that the spectral curves provided in the Specification can be used without arnp l i f i cat i on.
The justification of this rnay be found on page 29.1 of this report.
The piping analysis and support design are done in accordanec with the appropriate design codes.
(1) j
L E2. 0 : pgsigN_GB11gB19 2.1 -Qggige_(gegg Maxirnurn Flooded Capacity - - 184,000' Gallons-Design Petssure of' Gas Space = 5 psig Design Vacuum = 1 or./sq.-in.
Design Temperature - a) Max.
110 Degrees F.
=
b)
Min.-=
30-Degrees F.
Max.-Flow-Rates.- a) Fill 600 gpm.
=
. 1 b) Drawdown = 2350 gpm.
Seismic Response Spectra - Attachments 3 & 4 of SP-5134 Norrie Loads
- Drawing M-312-622 Piping:
Design Design Ensis Eresst_JES191 IeLass_lDestre5_Ecl Safety Related A
395 220 Safety Related' B
125 95 C
125 95 D
125 95 E
10 110 Gafety Related F
10 110 G
10 110 H
125 110 t
4 v
(2) yvm -
c
-swr-
i
)
- 2. 2-bairria10.1 9119embir;91rran_Ym19rs
- 1.
Tank Shell, Roof,-Bottom - SA-285-Grade C From Appendix ~ I,__ASME_
Section III for the Design Temperature of 110 Degrees F.-
13.7-kai ('Tabl e I-7'.1 )
S
=
Sy =_29.7-ksi (Table 1-2.1) 1 E
= 29.3~x 10^3-ksi (Table I-6.0)
E 2.
Compression' Ring, Anchor Rind:
SA-516 Grade 60 S -= 15.0 kai (Table I-7.1)--
Sy = 31.7 kai (Table 1-2.3)
F
= 29.0 x 10^3 kai (Table I-6.0)
- 3.
Tank Norrles:
SA-106 Grade B S
=
15.0 ksi (Table I-7.1) 4.
piping:
EeE11en beteriel Eb_18511 Es_lbs11 A
SA-106 Gr. B
-15.0 15.0
.B SA-106 Gr. B 15.0 15.0 C
SA-106 Gr. B 15.0 15.0 D
A-376 Tp 304 18.8 18.8 E
A-106 Gr. B 15.0 15.0 F
SA-106 Gr. B 15.0 15.0 G
A-106 Gr. B 15.0 15.0 H
A-376 Tp-304 18.8 18.8 5.
Anchor Bolts:
A193, Grade B7 St
= 18.O ksi (Table ND-3923.1-1(a))
t'
+
(3) s e
e
~
v,
-w w-r v,-n w
w
l
-j i
4
- 3. 0 DESION.DB991ND_klSI Dwou_ Net Bexc Quattletico 4346-1-1' 1
Dedicated Emergency Feedwater-Tank Asserably - & Det ails 4346-1-2 1
Tank & Norrie Orientation i
4..
4346-1-3 1
Material Layout f6r Top Hea'd Bot t orn 4346-1-4 1
Sectional Elevation 4346-1-5 i
Normle Details 4346-1-6 1
Nozzle Details 4346-1-7 1
Shell Manway 4346-1-B 1
Shell #1 Assernbl ies 4346-1-9 1
Anchor Bolt Ring Details i
4346-1-10 1
Roof Fittings 4346-1-11 1
Nozzle Details 4346-1-12 1
Unistruts & Grounding Lugs 4346-1-13 1
Ladder & Cage Lugs 4346-1-14 1
Pl at f orrn 4340-2-1 1
Recirculation Piping (H) 4346-2-2 1-Nitrogen Piping (B-C-D) 4346-2-3 1
Vent Pi pi r.g (G) 4346-2-4 1
Fill (A) & P. I. (E) Piping
.4346-2-5 1
Pipe Supports (4) 8,
,-.c
- 4. 0 BEEE8gNggg-1..
ASME Boiler Hand Pressure Vessel Code,.
Section !!!,
Division 1,
" Nuclear Power-Plant. Components", 1983 Edition with Addenda.through ~ Sumrner 1984, wach parti-cular ref erence to Subsect ior: ND,
" Class 3 Component s".
2.
Specificatters for Dedicated Emergency reedwater Tank, Crystal River Unit 3,
SP-5134j Florida Power ' Corpora-tion, Augus's 12, 1985,- wi t h At t achinent s 1 through B.
3.
Eggmules_fgr__Strgsg }__HArgin, 5th Edition, Roark and Young, McGraw-Hill Book Cornpany, 1975.
4.
Ettuttutel__8Delvnis___eDW__DeninD___ef__Nucleet__ElfDt Eggiliting, ASC ?
Manual-No.
58, Arnerican Society of Civil Engineers, 345 E.
47th
- Street, New York, New York-10017.
5.
IDESCX Sf__ElettE_fDd__@bgllt, 2nd
- Edition, S. P.
T i rno-shanko and S.
Woinowsky
- Krieger, McGraw-dill Book Co.,
1959.
6.
1DiC2d u Ell 2 D __tG _ _E LC M E t M C e l _ _ Q XD e r31g g,
J.
M..
- BigDs,
- 1cGraw-H111 Book Co.,
1964.
7.
Ergggurg_yggsg1_Bandbggk, 4th
- Edition, E.
F.
- Megyesy, Pressure Vessel Handbook Publishing, Inc.,
- Tulsa, Oklahoma, 1977.
8.
ERRiBD_Sf__E18tt__EltuttMrgg, Steel Plate ingineering Data Vol urne 2,
knerican Iron and Steel Institute, June 1985.
9a E0 bed'AEDt_ECSEECliEE 9f_dteded_QtMdg, Bulletin No. 10, TRW,. Nelson Division.
10.
' ANSI B31.1, Arnerican National Standard Code for Pressure Piping Power
- Piping, 1967 Edition with Addenda through Summer 1972.
11.
896:E1E5, Version 3E 1, User Information-Manual, Control Data Corporation, Minneapolis, Minnesota.
- c (5)
J.4, v.-,
_m
)
1 ENERFAB.
g~ E ~ '*E ***==
t=,rt.:............
i 2
5.l YE S\\Gt3
~IENK htEN IS BASEb ota MAXIMUM STATit Ftulb HEAb PLLtS. A GRAS SPACE PRESSURE OF 5 psis.
INAv. FuCBED CAMC MY e /64,000 6M, (SR6134,3: Oi.2)
\\loLuME =
j 24597.5 ca.FC
~
=
g,
\\/otuME LOST 'DLtE TD CROWNEb BoTTDM '
O.G '
\\lOL=N(l4$.5)
,t w L
'A'
- l O E. fo ca.FT 28' l'
TETAL I5u2ME fEQ'D = 2k6@T f l02.6,
- 24]QQ ATE 1?- llmGHT '=
24700 g,;; '
[(2SY 5e Desc;u Use H= 4o '
MK h,LL [dEESuRE = ;% t d'q pg = s psi
% = u.4 pf N1 ~ lla4HT OF )],0 columij F6f oATE/0-2-84 7mTA L 13M7'. llmr 5 SHEET NO [C) 30,y e,
OF I
BY CHKD.
DATE ME'lMY E~E-bk)/J6TJ K -
gf EST> CONTRACT NO k'
t0 66,
ENERFAD..
kNW W'.lM W N M l l % (Nil ki l 88 *la>(
,====. : -
S 5i Jessta t
i To peyonsrgAre Ate 4ancy cf siteu ryicxaess, CALGUUWC 1
77erssuer Ar cries / Tniceness cAAusc Aub bermMIac l
T&o'D TRIexNess prR ND-S950. Tic Nors2/Ac // nam 01 Srrwss Fore Sh 26s*, Gre.C e Ito"F te Sg-4700 psi.
Tile kin-DJorer Emeteow, E, is ineen As 08s' Mseb i
otJ spor RT oF WTcncAL Joiurs. TN Tgr /Reaauc.,,
l I?cren To Fig.1 FoC SVeTcH of 7~ANK GrEOMETRY.
.f.
T
.PP Y
S!sE' SisE FLUiO 76TAL Requireso AaruAL.
DePrH 7% essure
~7i-(lceNess rn/c.euess (FErr)-
(P5' )
- incHn)
Oucun\\
40' 2'2.55
.322 3,5 32'
/8,87
.272
.3t25 24' 15.40 2 22'
.25 l6'
- //. 93
.l72
,/675 f
1Y 6.56
.l2E
. l 875 (noat.)
.168 A(ndd
.. ALL O.ccE FEtssucc THickuss
( seE FLA. Teart.
I?t!DLllREMENTS AEE MET" SDR No.1123 3
av E G R -
04TeI-/kB7 suancy CT(YSTAL hVER durr 3 sster no 7 or CHKD DATE EST / CONTRACT NO.
{d h /- l"7= h )
bSSEkN DMhn TNA_k.
MQ
~
s.i raesca-a g,j Nw A.c-c --
G 0
/
5 A i
ko I
'4 t%f
~~
l I
\\
12'
(. 54
.e.
E;
_A m_
(oo'-o' IDR i-
'O *a 1 e 4
g m
I/4 I\\
'l V
'O *k
-~
~_ /g' I/2' 3"
I
)
,, o
,h.
f L
z e c; e.o.
VIEW 'A-M N *4 e
,A o
_i f ' ).
e'
'9 9
~e A'
'f+;
a.
s e
--/
3, s
7 5
e i
i h
Y
'S FIG 1 - ELEVATio)J DEblCATED EME%ENCY FEEDWAnR
( 'O kV
. TINK - Oh'sTAL R)VER #3
'4 7 m
V.s s.:.
y
,. f
~
C0i C I E Tt / ) e~a 4
lo+rc sen,,o s o, pooggymg gg 7--
gf.6f gg10,"L.6(
~
~
EST/ CONTRACT
.g (3(,) REQ'07
i 5.i orsic,y ENERFAB.
.~. - 2......,,...., _.,
$-ECM74/CNNrcsoFLN4cliEon:-
IN'T 3#O*"
i FooF 16 SHALLou3 STHER\\C/sL drab flAvit06 60 '.TDR Af)b Ed," T/IIckA)E'EE. Mt ATETdIAL / 5 CA 2854/7. C.
i i
l Sas vore gas Trasssuce :
pk E
- ies 6/D-393z) 4 r
5h20) f[Bs[137co)
= 0, /55
- 4. SI2G "
GIE~Ck Foll utJ17012M LOAb/AM) 0F 50psl d-d 312 5" g =
,.7,o
. coats 4 c-o I
%=p:qomj (AID-sle2.Ma)
I
- 434 psi pR S
= *pt ce 4
(50* b f(.512G) = 400 [ei sk I
=
3 (l) ThG S~O psf f0AbitJG ACCOUtJTS FO h R'ODF TE% LO1b of Ib pd, /t VMUUM Lopb 0F 9 psi n
t.
LWCLoAb OF 25 PST.
E~6P oATE lo-7-Slc av suBxci CRYSTAL *Ris/EC UntT 3, SHEET No k ' OF bpc o 7-SS
- E MER6Etry FtEMMTER-(7:qK-
i 1
s,i tvntcAL 1 ENERFAB.
dttct hqulittiAtn vs Fort g 2 COWE0 a = =.....
5:~ 'a CoMPlzess;cvJ EitJ%
kEF. #D-s?.334) l bec #at, is wor kraucxte, A cou4Tacave e,&v IS VEQ'D.
DJ
- 6'!IE k *,G/620Ystas) = 9 "
h z
a>c.c/Pgf
.4/dcsX,l87d) - sa7 c
T=vR s(7zo) 2 z
2 lao %
i i
Ts
- PS = 5(168) = 840 N I
I,=
l.a
- 1800 lb/L SGS 00MP12ESSICA) kAb.' &
J Q ' T~kk, + % M
- l Te sk<c<
z c
i jdd14c Q
1800(o)+ pao (557)-fBJO)fb8l9724) bD
" 4724-
- 275024.5 lla c
f
- /8. 336 S/,5f
$D MREA //3 O/AP. bl A
USE CruiTe5,SIDIS 2A15.TO PP4JIC)E MECESEAlEY Al2EA pEGR one 10 2-%
susater CRYSTAL WEf U01T 3 SMET NO /h OF MW i). 7. SG EMERGEOCY REDklATER.~DQR h[ " '
=.
_ = _ - - - -. -
c i r e c i f,,.i ENERFAB..
T 02egnvor3 Giw
= = = = = = -
1 k
Ac -(W Ect44) aar-;
c 18.335
/s.ss7%l67d)+(9[ stash 2
14.eRI n.k
~
l]se l2 'x l'4" %Tc, A Is* 9(. in.
sk (SA-si y o) h y.s.s 12 >. os s r,8) - 7. s "
N.,
Ys' CHece kJet.b : (AIEGWCT 8T' M fU.ET)
O' Q
= I4.89/(/6) = 225.4 "
Se l2'"
=
=
F - O'
~
w S
c zz3.4 j,g3 YA 16 8 det.o Les; -
Fw 7Sh
- l. S5 0 705.D
- O/39 & 0.stes"(N)
W b6@
DATE 10 2-g.Js2 sussect CLNSTAL Ris/6T UMtr 3 ssterno il or tPr
~&86 EiAEMENcN FEEDh/ARTTANk
)"dh" ~
t
t ENERFAB' i
C.I DEEG!d
,....n.,......
llPl.lFT DUE TD INTDT/!AL WZUEC
- *U ' ' ';*
3ut TO Tile GAS'FTCET=ScEE ON
'E UMDETc5ttE OF l
THE hF, AM LlPL lFT Fo?aE ACTS OtJ THE ElbDJWS.
CF TNE TAIJK. 7IflS U PLIFT FoftcE lE RE t<TCb B(
4 i
T11E AtSc. HOR I?.0LTS AT 7)lE BASE OF 77/E TA/JK.
F"YD PS P
= i-(sse.) s
" 05,$2 loo Rx4>auce
=
44s.ss2=
tesus 16 sc-1b"a (A)EGLECT 771A)K DW.)
3G kkclI. 8045 m/
g
~
i 3 cq$*g7 A,.= 1,29 ( L 1Aze4 sg g," c>-
/
bT OTEEES
- i.i q
\\9
= 0,55 S$
k LLO(.d bLT STEESS b MBLE I
O ND-3923.l-l (ad S = 18.oksi > 9.sg}si ave 2J/7 DATEff*/$*b SUBJECT CMTAL ElVR LlulT 3 SHEET No f[ Or CHKO.
DATE ESTJCONTRAC) NO b\\Pr
) 'Z
- 1 \\ - %
EMET 2?MEV FEDldATET7Ndk 43g(7
i
".I pEstgu 1 ENERFAB.
g :=rta..
d PL1FT Duc TO lI)TEP!J t '_ 'T'c
'T2D'7'" '
CREc-K TArdK A00.H6it.DM & CHA1ItS I"
tgg 3 ", p -
g c
(
[P[d f[tJ b kit 3 $ [ o A D S ',
sc 7 f =
?e I2.8E(6}
- 9,24 g p
g y
a l
bkTou
.~lkKE EFFEC.TWE $ECf~ lord AS slotDO!
f,,
g?
/- s6) +.s7s63') = le.87su
,a i
~
y = ;S(.575Y8(t[4.s75 ll2.876
\\
n z
Ln smssn f
q U $ j,L y = 2.789 "
h o
~
2 T* h 4 80 586) + 4.676(flo02)*
=
g" F
_ 9 g,,
S3 f = g.'sls *I7.I4'2 fy] - S4.34 in3 SSUME-kl06 IS LOADED /1s 3(, EQUALDI SPACEb TblDTS. REFEIB To TABLE l~/, CASE 7,"FortutaLAs Fd?
STl2EES AfJD STf2AlN GO Eb., DAttt & Yout46, FDIC.
j THE FOLLOt<]/X /]tJALYSIS.
7 l-ev E6t?
oATc /O 7-f4 sua;ECTfE/STAL_RIt/EE dtJITS SHEET NO 13 or l
CHKD.
DATE EST1 CONTRACT NO I
4 LPr o 7 t,y, EME%ENCY F12%3ATET"MMk 43 %
p i ENERFAB.
5.I Test (,t5
~7~
r**
M G:a....mi,.......
i
= :' e';::3: = : =.c -
F
-gg[g)=34o*
F y
h\\
G=5 F=
/
) =F F= 9.24 "
Fr T =
g3 a=es%e s-sw lVf=
IT (.P.-..L!
F F
v 5
0)
R= I?8+ 2.789 r
= l70.789 "
924(t) y bT MIb-FDINTS I"
g ('o g.ii s 5
- G S BETWeEN LOADS
- T*O' 9.24(17m81V I I
h g
\\.08716
.0812 6,
- II. 5' lo-k AT LOAD klNTS.'
9.24 (.9 %l9) g T5
=
ggjg = S281 l
g,
9.24 h70.769).94619 I
2
,oS71(e
.o8726
= ~ 2 3. D jot-k 75 ACC.OUOT Forc. effec _T OF FP_essuRc, Abb To"T THE
- FoLLotclOC,.'
T= HTf = 13(ee.c4I.168), 43,i4 K I000 L-E612 oAte(0 2- %
suaxcTC'RYSTA LflVETC UMiT 3 sserTno /4 or p
Mww
$$. t.s; EMERSFtJCY FEEbWATEitTANK
E ENERFAB s.1 i x s ts, y
- = : :.,,,......,_,
'::::::.!n=:::;2.r'~
h4EC_K drRET.S. Ie3 kiOS bT WIC) ?OIO TS*.
(
/l,5:S.2ks'4.12.~lb
+1
/
M
.Lql J.4_
s4.s4 4
g igf,g V' y A
I S,
12.8 75
_//. 6,_, y jg l7.14 AT AtfiloP BOLTS '.
t Rett 4CE RoPETETIE5 buE Tol3cLT floLE h= 1D l
y A = 12.s7s-lasd) - //./es y 2_.3d575Y, 6d[4.675) - I.75'd)(6.B75)
//./26 y = 2.225
T' h-+ 8(2.\\6$+ 4.875(f.056) - I.7s(4. Iso)*
- 69.75 in 4 (o9.75 M
.Smin=
- //. 34 in' Q e,g75 - sl.35 W 6.<3 es f.
f 8 34ksi 413.~l ni I p M
_ /@.'/5 3/.35
=
i CT'=
A s-
//./zs' z3.0 f
(2)
~
4
//.34
= -lh /0 Ksi < Is.o (si
. (1)- SHELL M ATETalAL- (S SA 285,GR.C 1 S: 13 7 k$
(2) Ri% MATEPJ AL IS SA Bl6,,4R.60 ; S = 15.0 hsi -
-ev M DATElD-2*b[^
$UBJECT CRfSTALTit/EE IlfdlT3.
SHEET NO fb OF CHKO.
DATE EST/ CONTRACT NO.
8 7 t9(.
t 0 't-S(9
.@dE"MENCY FrEDkl4TER TME 43gg_
1g 'ENERFAB e i trana
- =:.:....
' = = ^ ' = = = ' ' '
^
=
, ln l;
GlECK BMG TEare Raabita'~ ke l
n' TD EOLT Lo4b :
i~. ir@ d, j'
fes to Pewo en-TPATc STw.ruers,
'STEL TPATE EWlMEETtit4 DATA-\\bL. 2,3 N
Al%C.,Juoc14es,7%27.EE.
G~=
z(.5753.22b) i i
i I
kMere 7 = 3 Jt>lLXi 8TitEES AT OUTE77 EDGEOF A
RING TEA.TE r
T
- WIDTH OF ' RATE BETidEEN BOLT lloLE A9b EbGE = f,875 - I.125" c - RIN6TPAce. Tmcruess = I"
- CIEhit blSTAccE EF,M VEttTTcAL
~ihTES = S "
c
= BOLT '.DIAMETcTC -
- l. E" r =
f,ffc-(Ip (.ps[s)
,22(/ 5)) = 8,7 h3i kDb S EEsS FROM 73?EVIOuSPEE :
T ll. I t 8.7 " M. 8 f:Si 4l.53=EESE
%+Tg
=
I BYb$lk DATElD*2-hb SUBJECT CP(STAL ' Sin /E1? (/fJIT 3 SHEET NO b OF CHAO DATE EST/ CONTRACT NO i+b wr i C>. 7 - 8 6 EurnvaJcv tu day 17Fn~7Xia.
4344
ENERFAB.
c.) tcsvaa
- c = ~: :,,,........,
!!"'"!L*'lft.!;.T,t="cl= " '
[ UO.ROIC. DLT b4MCS Cuem t/etene Ai_ Lee. :
$7 P
V z
I2.52 = 6.16 '
y z
y Im Q
A - G.vs6s)- s.37s in' yV y" Y ' l. E ksi CHECK hELDS t2.sz(Q 8
F = ah + gz =
36.7s)+ 4pm2 u
h' i
l
- I.4c, k/a O
I P
se.se i
i F = Eh E(c.7s) a i
y
-o.9Isk/A, F = )Fn'+ Fl 1.7e %,
O' = f =
I'hg# = G.9 ksi 4. 7
= 9. 6 BY bk DATElD-2" SUBJECT @WAL hdR dOIT3 SHEET NO. [7 OF CHMO.
DATE ESTJCONTRACT NO.
M E\\PG lO 6'6 IME67D IMP)/4MVfdP--
4?M
I C llc C.L' b C ll FM.JEl / Ci"I Cf I d>OT LEE 6( W (_,t6.4$
k[,_.]C44 M - E M FA C.E k) C P Pe.Eb VUMP GsJ Cyton 3 tc. =.76 "E P ' S + (t 6ff.S -470.tfG)(A'IN) e fl.576
~h-risa = 61.576)(l& EQ = 1665 n.v vI 0'.7 A ra.qy a t.r(2 9eU u 9 - 2 u 2 n 4'$ %
5 xce.s9 A,e.es. io s u e o L., - Ai De376 (cusGov 4
ki*(Egt-tt-)ck=- [.85)(375). 2f,5[(7%I) = A'Z 9 ew,e acue.
av A i = (2)(e,t -4 e)(% <t.h f(o 4SF04
- ('Z)[Ff)(374).*ZAS(0734,*3t1)=,075 C Ho 5 C' L A t c.G.(?_. VA L U fc._ $ A ** &7 o( d t
e y te_% Aero tu M c> TELE = Ab _
f
. 312.
k.r A
( I ~# $
)-.ooG" 4
(tsoco) k2 -(% %)eH-e $3g3.og(g)(,575)e,8592}
c_u e o s c.
c ov s
.uu_
V RL v t.'
b t."- (%-irnVStn+7,,te,)=,ygc. o%] JXf;"Q& ?(15)] =.G67#
A 3= A9 o A to Rciu F VL s.(.*zs) (tle - e.t,t s) = 1. s e nA AVAtt c-A g 4 A,z + A 3 =.&7 ci +. 592 &l.e4
%8(o 2 4 c
? S6 (2 'y A eeQ ig(2 o n._
BY N"2.3 T DATE'"
SUBJECT CMTML (idCE /bl*I 3 SHEET NO. h OF CHMO..
DATE EST/ CONTRACT NO.
EN lQ-2-8[o MQGEt@f E-T bidAMItJM 43Q
=
4 6.l p E: 516td
(-Cm4T.I, Q _G" sca 4o
-7 8 m '_ w tt.s_
^
L.?J ze-s a os.s-,s7.ec.w.a u. m tzW N e t is r'-o '
-E,W :- (6'43D O L D =, o c a.
(ssrocq A gea_ = ek % e (6.o&sY.csc.) n A 00 u~?
1,,. ae )
t. ux.se. Aa c 4, tu saeu
- Ai
+% 4
, c e as cu.
A * (E cl.4)el =h8D(.:s rs)-(.ot,6)](t,.oa)=,sGGJ i
c.ae,c,3 e C' * '^
- u. A e.e e:re.
V^w E Ai - (1) [ cit.-4q} (t a t') = (i) [m$r7 t).os.yi e7 t, +.ze) =.o t 5 R cuoose exec.ec. vest.oc e7 A =.%c u? y. Acc4(p gr ct }
i
( u c A o c>i w e o r t /4e e. cecto )
cy.ce.ss t.eea m u otu.e. - Is.z be. teo t.cn e (445')(9.crrtj)
.co t a (t 0 00 9 A z- (%-%d <d. e [2eo.ooys)(.ie75):= 2 etJ-(oov}
enoose s ua ure.
k :-{%-%)(5tn+ Itd)=hB. cod [M)( tBo wi)(es753=.3 \\Tw*
2 4
Ap Anc.i, t o 6or. R. = (.(616)(va - 4.c.zs') = \\. oo B LP-1 A Awate Ag + ts us b., e. % G Ut 8,747 3.4 t. coo J- = \\.F3 6 2 l. fac 2 >,4o0 2 = A p.cq
',, ov io.y BY4-\\ T,iPC DATE MS CMTM[ 2M6E [ LOU'8 SHEET NO. b OF SUBJECT CHKO.
DATE EST/ CONT R ACT NO.
GSTC 10 ?- P' MMD3?I f~Cth'JATCCW!Ik 45 %
~
t i
h
<,.t Ts.. u.....
(c>u-l3 Q M I. b.
u mw ow s u nor
{,, k",42'o'.b.
INTF'N^t FRESS.
FyTMUJAL FRisS.
sss.:.
~ M-
-f_ t= 6X774
.e
.isi %.
b To: sun 9 t %.i~
c ou co(iv7ed) 6
\\M Yr 0.st25 g
t 7f (QI SooCOCots
.oo4 A : a.e A cs + r -=
(24. )(,131)- 3.144 6 oR 24(sias),6 = 3.7s m.y c ~ s A a. e A i n m. c3.A i
Ai (ei. %)a,je.epmzg)
,n,g(e43
+,2%7-
-t c.ev cacco, e.
t c A u r. c A > (1.{e.,t-te](4..t ) (i)}.85)(.ms),trQ(.ms 4,375)=,i e5@
vAcvc_
t ta y_ccros A cr-c. to cot ete As c4ded
' At e (tn-trn) ++ = (ms.ocm)(s)(.s rts) e,s 8 o2 sov s a tt c c.
UAi ut Az (% tm)(Stn 4 'Ete)- @75.oc$h(m).i 2(.siesi
> o.927 il t
A3 - Ae.sA in esiin v. = (.2s)(42-24.7sD2%
3.966 N2 E A Av Aic
's.t? h.4'27 + 3.966 - 812( 2 > 3.7s Q
- cat, av tttier ouf'ET' su8sterCfdTr/V_ FtVEE UOtT 3 SHEET NO [O OF hP
/2 %
EMECC,ElY)/ RTbkk7FC T6ar
'*"k3$ '" '
==_.
5 \\ rir :.... d (eoirt.')
h_4" oc a 5o m,s tc. tw a e a t
e P
44 ru v no4s,.
94 (is e.s -oe. 791)(,m3)= 21.tgni
/
(r
-b. u.q = (21.200 s e)
. 717 s 6'5'10CQ a
A Rfto d I.t-(4 01 h6t'l53) Sc(.097 4
,7,,
o i,
e.u se,: Aan A m s ue_u A,_
d (p,+%)a =(msst71v](soo[$$,)- 0359 dov.
c ees c.
L 4tu,s.c4 Y A L v t.
Ai = 2(iait-td(t4ty-6)icu t c7$ cts +.tu)=.6os 2
~
c 4co.,c t AQ.(,,ce. VALoE 9 Ai = 1 41 > \\ _.097
- J ce (no Ab qftwut t. Ae.cn v.IQ e v cc,5 Aac# eu n osu_c A t_
6.
.2sv,%, res sect 2.oicc.co.3L (Is aao')
Av (%.%) st = (.ro,ent)(Q(m) =.. 7st J cteose wAt.cce Ay (%.%')(%y fm..oo$(5)6r57b. z77 O vat ve eoV E A Anu.= A r A = 0.997+.t'7 = I2% Q 3 i, o97.J s A n c c.,
t i
p%'F F orb'O susact CRYSTAL BOEt. /hJlr3 sseerno.2I ~or CHKO.
DATE EST/ CONTRACT NO.
ES,R
/2-2-E
- 84C# A W 6 E~f*#4C Wi lic 4.M 6-
-e,&
,-w
,,e
.<,.--s--
. ~.. -. -.
i
_C. t
- 1:s f-e.t 6-t 3 - 1/ l'.T
- Io " SC W ' B 7.>
6 FAP_C
,d*
P k C +- (tGE'.4-t 41Q.anij =:. t i. 79 a
pf g
a t ct'-9 "
k pp q: (1.114)(if 8) c=,1.4 7 L 13900 t
k'"o.%
b GE (T d4 t-r (".Tf,1)(et.6 7)
- l. 53W d It. b.
u.,
'e % C.T!.s S A n.e. A 10 *5 HtE L.L. - k i f con $eW, k i (E it 'b)de h9C(175)
.r.(,7]T.7Ai)=,1R9d gov C
egoose LAQ4 A s -/t%# %)(4.4% -(2){(.es)(570,.ze23.y,54,+n).. cec * * -
- e. V c. e S c A c.a? A iu u o1:tLt - k., _
i
.ga A yi
_ 4.,.n * @ 'N'DDb.=, oo 4
(, Mcco) 4g * (4nett-n) % = [* 41'T,Oo4h5)63 ~PS) c 603 44* Got/
k q
- bh-t,M(5h 4'Zh)w[.47'l".004)(GM.43*l)4(t)(.25}r I.(%d v
4 # ^ # # # '" E" 't " l't #)ll'2~IT5) "
\\**
o 5
I A M Attf~ kg4 bt 4 I4
.ti6 4 60~5 t 134+ e 2.+44O 'y ).676w e A ecq r
i F
evk[fY DA$E SUBJECTCi'YSTAL 21(100 UtJir 3, SHEET NON OF CHKO.
DATE.
EST/ CONTRACT NO.
M. -
\\0 8(o OOS8D D!/)ATERTI)k
-434f,-
o
,~
... -... -. ~.,, -.. -.,,..,.
I h
b c.i o,......s e m,xn 4" St 4 T$O
- 5 PAC:. C C2-E Le V.
l\\9'-9
(
.w-
- ir" M1" P t 54 (156 5 - t (9.76)(<'l d'
- 7 l.'T9 Pa (
l n.ng'-9 _
i_,., (22, 0iw;,, a 7 (19700, 1_ _
y '., s r m= s s. = c,.euycwn r.or,2 8 o.b.
- e. v c c-s e A n.e 4 i o c u n o :- A,
b A,46. e 3 4 = g.eoc.54.u-37 n.m) =.e e a c.a gy;c r
VAtue A, < 2 r.s -x,J C+ w]= te!.*oc.>75.).2+7]:.37,+.,>B o1u t' % ce $ s Arte A iu uo'EtLE - A c,,
, h g.c (2).7@(1964),,gg.5" (t s ood)
Age (tn -%n)%=,737.oo3](s)(.375)=,6'zd J oc4 c.com 9 u su.cc.
VAtu.e A, - (te-s e X*e +e.)=i-. s >>.o o s] :st.,2 2') 4 ce>c.25 ]
7 s e AccA in g_r,croecimo W = A 3 e. (.t.5)(s.0 -44) efs75.,
ib AVAIL
- A g 4 A t, t 4
- . t98 4,(, lG-t.075 = t. 6% t J '> t.ot7 J = A nc q,,
3 BY N4APf DATE SUBJECi b M L ldC /JIT E
. SHEET NO. b OF CHKD.
DATE ESTJCONTRACT NO.
E&(2 c 2 - E.
EME7P467El (Ette7t'7t'IXi)k 43d 6,
i 5.1 DESIGH (Cot 4T.h
@ ff ID. MuWAY (P EiL.12d-6 1
hs? 4 t pr s + 6sas-ieo.sl'.4sss) as wi un 7
+q,=(el.sXu,e3 RI2d 6 Is,co
' O. 2M V
o
[=]
/r = c ( - (z4)(.z64)- 4.SS lu'
-,y
& cess Aran to %cu.rosexx ~teure dse d=(Eh-t[c,-
(.EsX.Gzs).264 (24Yh) 5.70in' i
l.AT%E2,,,
VA LuE
~
4 - 2 Et-i[:v' n) = 2[(.6s)'.375)- A56,2c+.37s) i
= 0.Il inz Excess 10 (dou.tr du. :
in
= 0.ol7 in g
4 = Ifn-M sd -- (.37s,ori) 5(.6Es) - /,/f in
- use 2
Sattit.cte Y4uic 4*
H'Un\\(Sk t 2he) = [575.or?ft(37s)4 2[cU) *
~
t 2
n REw AoAst Ante 44 A,- s.go+.c, 4.s7 isc > <,.33in 2
12-3-8G 84C o^'E susnerIEvsTAL WWETt' d oiT 3 ssteTwo 24 or 5e-7il-%
EMEMElcV Tcrtw/nr2TMk
"#h(([ " '
6,t Des t G.ta (root.)
j i
h
' " * ' " 2 2 '. '?.? 2 9.E J C-Eh! J - LS2.'..k "
ko%
7 s
.v. %
P < 5 a (ts ex. - s 7.sy.+n3) = s,&s2 e5 t
-b. gn q = (.6."Th O bs) =,og 7 L
( \\S-106) l 4,. [
A neg = di.c (3.et@(.or,t =,'t$6 C r
"Q.,s; i
%c<.ros Ae.ec e sue u._ = A A e L tt -t,3.l - Q,sO(.th5)
.o69's.str.) =.55 > a cov E
euoosa r
s.w r c A s= M [.E..+ b](+ + tn) = &jk.85)(,iB7$).o(,7")(t875 d Mi) e. O %'
~
e.wcc+s w-c.n su note - At, b.g ITA $ 9t33 m,ooi" 0 50=)
A
(%-%')
- Em.co.j)(s)p rs)=.mp sost t
c-e s u n u_c re Ae A%ym %)=. Lw..aD@*mMM*5)3 " <9z2 Aere., in Pc.iNycecim 1e_ - A,, - (.itt 7%(8-4t) e, G 5 G (J C A man. : d i + As d =.7 5 3 4.315 w.4% s is E%t >,2 M J
.t e r.-.-
3 4
t o.8&,
r 0 % JPG DATE
. SUBJECT 6YEIAl b/dlT' IMII.7 3 SHEET NO. b OF CHKD.
DATE ESTJCONTRACT NO.
~ &$ _ ll} *'E *&
YSONl UN15 YN
.n
~
- =. - -
- ENERFAB, c.itEccu
- =:::., a.........
MO2.2LE Lo/sbE
!:'"T.""l'0.'!T"/.;..t c;;;.;""
e 7 b Ilo:: TLC boADS SPEtJrarb OA).Dd6. M-312-(o22 k/ERC t
EVALuAm D f3f; THE MJJLT105 LON61TuD//JA L MEMBPJV)C-7?JJE EfNd% STEESSES /td THE bbr:LE tdALL-AtS) TiiE tcCAL MGiEPJt3E CrCEt9di. It3 T/(E ~77{lJK u)ALL.'7i[DSE A/0ZZLES (dblCH /}fC Al3 ftJTEWRAL TART CF A T4R/JG 7ifi/J ACE El/ALUATC tdITH THE T1PitM //) // S/BSE@'/EAJT SECT /o/J, NOZELE On?.x6SEG.
T[N Y
kM2.
/004/rp)/M4L /\\/ozcLe 8nar48es Id2E E
gf 6tewarEb usiac mr &.owak; %aik
- 6. hNil+Yb 5\\
c1 su
- Mieze, k, Wa
- kozLLE l jab 3 fr2 Y-$IZ4EL
~
l
- jf0ZZLE EXTEtJ5IOM F7-0M FACE
=
~-
w rex t/ nit.
3FE}dAT't:
SA'(os e. s A, W = derna Aers a seeriosi ^(otatus W l5 al oP NoiztE UALL.
hassulzE [rEcSS55 j %g
- 6
, Al2F ADDED 70 TOTAL, STEEESE5.
BY k
DATEf} 2-b SUBJECT. MYML LVFTc*
IJIT"3 SHEET NO 2b OF CHKD DA1E EST> CONTRACT NO 1hpr io 7 * ((3 EllEf4EMY [CEDWATE72Wldk 43fg
1 i
ENERFAB.
r
/wn t.r - :. n 4.bS m,,,=,,,,,,,,,,,,,,,,,,,,,,
i O g,gl
-NOCMAL
- '#'##~
Nozzle RPN' A
sM A
7 Fo M.
SCH.
id' id in n1 Ib in ll, S* NPS
%HAo BAO 16.8l 9
21.fo 5000 1G0,000 g,
- g. gpg R& @
catED Ik77 0.75l S
-@(Eb l' NPS qq;@
uu.ea 0.639 0.\\6bb 6
21.8 20
.25D kTf8@ hcht S. l~l 3.2 l 16 222 400 (omO
@@ {jo*
5.58 8.5D 6
2I,8 12 0 o 36xo A g.$l.068 0 412 to El.8 160 900 c
NO M WP UL N%I -
+
A w.
(psi)
(psi)
(psi 3 (psh 12 9 l],000 j7,j29 gg, sv0
@4T9 i
pg 44 5 712 5756 2g500 (l@
es aago ests-zgsoo qqqp
@M 90 5590 5(a80 22,50o
//S 6404 4sn zacoo A
36 6st9
&ses 22,soo
- (Gcrh,g = I 5 8 * /.5f/ 000) - Eg SDo 5
D V - f5 f'-
DATE I" l[,*87 d M TAL RIVE 77IfNIT 3 SHEET NO 27 OF SUDJECT I
CHKO.
OAl E EST/CCNTRACT NO.
W6iPc l.16,-87 fMEWENCY FirtMAErf-TXQk
- 4M6,
. ~.
i ENERFAB 4, c> n t r,t o i. x
- = =,,,,,,,,,,,, _,,,,
j ChSE C - NOTatAl\\L 1 Vc.:-
~ <~~ " <nE'$'C.N.W =
CA*oE 3 - bloRLaL 4 ESE No m s RPe~
A SM f
p Fo kio scu.
W w
in n;
th on.Ik S' NP3 G
ecn40 8.40 IG.8l 9
- 21. 6 soco Iso,0co i
1
@4q7 Mxa r ups w.eo I.477 0.75l 6
21.9
.400 7,500 cye:,
ru
,h, w.?s ea o.6s7 0.1%
6 et.8 60 7so s.(7 3.2l I6 222 eco so,ow
@@ $o' 5.58 8.50 to 21.8 5000 ll0,000 h 1
d"$
l.oG8 041e 6
el.8 4so 2700 IIOME WP WL
%I (CG+ Wb w.
~
D I29 17,000 17,129 24,750 b
44 19,15 3 19,I97 24,750 h
es 9868 9695 24,750 40 l9/to If200 24,750 IIS 21834 2/94 7 24.,7so A
36 18967
/8993 24,7s 0 k(%+K&,,c I.cs S - I.tsfis,,ooo) - 24,7go ps; ESE cAtc I-16*S7 sutucci CId".MTALF;t/se uu rra s eorNo 2 8 or av CH K D..
DATE EST/ CONTRACT NO.
Q \\ QC l-l} 8 7 EMERGENCY' FEEDkbmEK771ME fgg
t 1-g =:ENERFAB.
r= :,,,...,.....
s.2 EEisW2. LeAtuG
===M Tiie Scisutt ALMt#ElS OF THC EMEEam FEEtw)/mERTADK.
IS ' PAGED 03 THE MEDIOD 00TLUGED n3 ASGE IdAouAt N ). 58," BTrwcTtmAL AtJAwsts Aobhra ol= Nucumic_
T2AeT FAclLITIE5l 8EcT10td 6,4.6. 7/[c ksTHop Assuuss 7?lE Bu.ou.)iM:
l) TfE TE/JK IE. C00 git 4EED NGib
- 2) TITE FessousE /s une%rc s) Tiie-Fi.utb Is mcoi4Passste.E I //C OBE s SSE GE75Mic SPodsE [P5cMA APE Fawp lN Fis..s 3 2 4 or SP-s134, INE SKETCH OF THE 6CIsule MoDEL /WD 77/E NECESS4h EZ?uATTo^lS FRot4 hf/)nunt#68 APE Gilok)ld Old THE 13 6 Herr, NOTE T4AT Ti(E 77ltJK lE AstuMFB !d THEl:LootE$
60MbrnDN TO MAYlMizE 6'EISMic 6/+ectS.
BY bbl 1 DATEI N " b SUBJECT.IEYSTAL ElvgT2 UtdlT 5 SHEET NO b'7 OF CHKD.
DATE ESTJCONTRACT NO ttGtIV 10 7 -l 6 EMEf69 JCT _FEDkhTEP TAtlk 4gg
- 5. E 8EtSM10. L:,ADt t&
i Itd Of?. DER TD (LtSTIFV THE A30MPTlDM TH AT THE tau t B01 AVES RtGtDL'(, THE FOLLOW /tVQ N AL'/GIS 13 ITe!EOTEb. h00StbER THE FULL TAMK AtJb l
EVALU ATE THE bYM AMC LTRuc.TuRAL l
~
g RELPCNSE Fog CAMTILEVEE BEllAVloR.
FEDM TAtue 36, Tev. S, CASE Sc :
I*k R* 166'i b,
f _ l.732 /
ETcs
-N bG)-
EI
)~2 2.TT V g3 gy 1
4
- tdHERE,
,,<i>>>-))))))))))) 1' = a l m#1)sn,4' e4 'L sW, _ couseeAwes 4 e-f Ft.uID Q -) Co * = hbd,6g+N &= veh A4ss) = I? = ^2 h/e wo 1.ao zaLo 0 ' IENb S 11 Cab h seiswe Mot >et. g~, 0.4csRedhd.84h) gy -r BY -((:s b - DATE$0*2"bo . SUBJECT MnAL PIM UMii-3 SHEET No 20 or CHL.,f Q s f(. tO. f a h' b W\\AhWCMD NYhWYbK b3hh DATE-EST1 CONTRACT NO. I ENERFAB. C.E Sttwv2 LoAdii.r - lN !!EEEEE? ~ ^ As S/0WM /A) THE M0 DEL,77/E /~wiD BE2.ou) h = /.6r = El' [E5FotJbs A?> 4 ' rig;tD BobY, Thr Fou Ou)#.ls AtJALysis bi' 5. k)(TH THC IMibLSt T f CR2iLLATIOC, Fuj lb ff/CSES, kl= [ Dlh V; ' *g-(28f(2\\f62.4) - 80'.9 " s l coo Y O R D ET E R M IMIIMiN O, n Do TT1E VALUES OF o, A 4. r Aer: >i e g l ' r-14' No * [806.9) " G72.# b, =.38 (21) = 7,98 ' (a=o) p " Lla g y,{<,oSG3g(OBE) o o ( / S~l 3 f (S S E ) .oSGs(572.lo) = 49.5 x FrfoM fIIT.'S 384 ,ISI3 (572.lo) = g(,,y * ,p. gp_ g f 5g o SUDJECT CFNSTAL RtVER LiuC% SHEET NO bf ' OF W wr
- 10. z - m EMERGEt( RTDWATER'Em
"'Tdh'"" L-- ENERFAB q h??ih'::r'."":.'... c.t dlEMISlo/Wi% ~ ' - ~ ' * - " " " " " ' - " " ' ' Fce TWMitJi% do, ni, R efc, THr t/ALUE3 OV id, \\q a r ARE. 1 = 40 ' r = 14' W= %(esf(Ao) q$ff = 15%R \\^ll
- o.44. 't*a d.B4-k(16&v.b = 247.5g
(~g) W ,._ cosh (f.84 i[)- l ( g qi l.s4(*;)saci.e5.ty). 1, - (0.81X4o) = S2.39 ' l.84(82.2).L / Id.vigl.84 40%i4 / " 4,f 6 Sec COE= .i g4)
- c. o = 2. 0 5 '1 s e e
=S = 0. 8 2 'l N z.. g SeFERRit$ Tb THE ll0/CIEGOTAL ?ECRHJSC OFL DJ Arr's. 324 or SP--s184 ' f O,o9g - OBE' S " 0, /6g - sse a. BY F6fC OATE 10 f 6 susatet CRYSTAL PlVER IDJIT3 SHEET NO hh OF
- CHKD, DATE EST/ CONTRACT NO,
& Z-lY(' to 1-8G W tT-Cm W N M U h M 'TKUt<,. A y(, ... ~. ENERFAB ~ f5 fB!!!:.". = '.::=... ^ r. 2.; a E M I c L o /.b t 0 2, - ' - ~ " ' ~ " ' * " ' " " " " ], = Fir?STMobG DISFLACEMwr Aupurune So f=4 I I & 4, - (98 4(sz.2) @m) 4.23 (1,o)I 1 )[32.2) CSSE) , 2a p' Ok95' (OBE$ l.142' (sse) /.634['f = 0.076 (oBE) A i h = l.534 R" f,g34.(/./4a g,,gg - I.2 d, 8 l.2[f47.5X.07s) - 22.3* 7_ a 9 ).2(2475Y.I25)
- 87 I FIDAu-Y, THE~TAtJK TEAbdEWHT le APPRDXIMATELY SD YITH A CC,. OF 23.54 '. TiiESC SJ.lLTS APc is)btcAW) Ot3 7~HE $EX7~ 6l{GET UHW l~fti SCl3MIC. 00CitTillOJt06140Me13TG 4RE CALCllLATED.
av d2 DATE 10 % SUBJECT _ CRY 9TAL TfidER UAIIT 3 SHEET NO 33 OF CHKD DAfE A ptFI-po.7. 66 WWGEC NWWR 4 gg, EST1 CONTRACT NO. ENERFAB c- ,I -.fEii.'.i'?:=.-.2::.".":.. .. e y I sM L.._c/sdu3.. .. ~ Q7, g GesM 4.s k (oed R - soc,ig,-g 7.6 "(s d) McVmYdd$$s)= 750" 73o-((.oess) ~ 8 Pc = s ,,s ia) p '_ l 65 *(osE) ~ c l0.5 k(SSE) 1 W w Aq,g' psg) 4 4 Pr s 'q"g 84.f (ssE-) 'g g 1 d 'm p __ 22.3* (oBE) 8 37.I k(SSE) 6 y &ve OBE SSE B" P + P, + g + P ise.sk 24lM
- c r
kg, = 9.5Pc + 26SB [ + S2.39 8 f 758.0"~" 4768. 5*~" +ZS.er4 Pr
- f BY bh DATE lD-2-2(>
CPVWA L Ri\\ tirJIT 3 SHEET NO. OF SUBJECT CHKO. DATE ESTJCONTRACT NO. Sgpp 10 7. g NRc,9VN FEEb97TEeThik 4346- 5 ENERFAB.. t
- .:= :. :..,,......., _, -
E.23EGJvt1C.._oA.h* iF -'T #'"##" ~' -[ Heck &ses AT hhsc oF i AOV buE TO7iSEE WMenStoCAL A.hruEE OF SEISM /C ACTM//TV, umsES Arts ~8ASEb c4 THE' blMULTAQEDUS, occ4CAWGE OF TLVO FEEPEObtauLAit FoRR.olJTAL PLus. VeTrneAt sesMIc LoADliSSS. OlO8E Nol21ZotJTAL EFFEETS NEE E-QU TD OUE RIES BCOS SUPPUEt>), THE~ COMBl/J@ EFFECT IS CAL 6aLATEb AS FblLou)5; BOG 1TubiO AL Fores 6(AX. bMPIzesstoM) ,1 _ _ 0+a&4 _ E Ms . aR zrr17 TrRE 2 WRE12E % ~ ZPh FRDM \\]ERMAL PpMSE SECTRh ^lr = IAA>K STEEL h)T. (GD"b $= VADIUS OV TAAN \\JALL = lA' g: hETtTUTtWitM koME?OT AT~ NASE OF /MUE Q * &AS hC:ultE (5 Sf\\ f av Ef,C oATe lb EG susaccidWSTAL Fit./m ux//m ssesTuo s g or CHKD DATE EST/ CONTRACT NO. Hg tPC , o. 7. (p; EMET?GalcY FEEDWAm?17Alk 434 & 1g n:ENERFAB- = =.......,...., ce Saeme LoAdiar ~ ===#' ' CittenuPETEEMrl% FORCES P R rh M, ^ I = g 7-5 + d+%)N[ ) fsif R = 14 ' Coassteit Alo[ MAL + OBE LoAbs (Fic. EFWo2, SP-sis 4 - Arr. 3) .1227 ct = y l * ^ n.iznXso3 ~ fi(nss)lf, s6683 I 2TrG68) Tross)C 200m) T~ = -O,/6/ D - -/6/ IS/4 I' g/ S 430 psi 4 b "'48o P'i ~ m t ms (seeusrrvs.) T~ = P)? 'P = 5+l/>>z7Mf!49 ' 244 2 I 4Io9 la1 F?=168' = Sfc =f3 O9 = /0%ogsi< Sg12,ao pi z g (seE NEYT PC,.) sv Et,R DATE10 2-U, SUBJECTbkYbYAL l\\lER OWIT3 sseET No.36 or CHKD DATE EST/ CONTRACT NO ' )]<st! PC Icq 86 EMER6iENcf ' NJA, er74AJk
- 43u, w.
y y 4 y p., ENERFAB..
- , = = :,,,,,,,,,,,,...
E,f 3EISMIC b6/\\b//j@ EI' ~ LLOU)ABLE YT?ESSBS -: f O fC M AL + O $ E Y, O B75 - 0M22S TC Ilo8 cSg, = /3,700f.sj (Sd-rec Ge. c) 8es = f w,ax)(mers)-4018 pi (ND-M22.5%) ~ Au.ooMLE TEWsiorJ: Nf = lj = h- - 0./07. N' = l 04-5M' - W).942 e Sur ( = E~ ~ O.85 -LIsr $+p=(l.0$Q,c /2,810ps; / t-Lou)ABLE' hupt2E5SIod ; y S* 104(0D - 9,go sb /3700 M[ = I [/4-sal * - N) = 0.32I f 8a = 1.l [v{ ( = /420 pi BY [$lk DATElO~2-9h CkYSIA b (IEd[!/dl[gh SHEET NO bl OF SUBJECT CHKO. DATE EST/ CONTRACT NO. 4 c,ip p lo. t - g(, EMEMEMCV FEFDk)ATERT/s Jk
- 484f,
ENERFAB
- ,r,L,,,..i.,,,,,,,
E2 OEisM16 LoAblt4C4 C2C#:#~ CONsit>E7t. A[ortMht_+ GSE LOAbS : (FIG. EFdo8,, SP-5734, ATT 4 at - 0.Elol-y (I.2la l)SO 5(47&9.5)l2 + 2(1000) 5668) I' ~ ~ I 2Tr(%s) Tr(l66)Z l l = - 0. 55 % - - 550. 'z Ibjy S, = T' = - sso.2 - /468 pi < % = Eoso psi ,gg p>TP - 5+(I.aot)40(%)}(f68) - 4363.84 /5 I = g Ste * -- .gQS = 1/SS7 psi Sg.- goq87 ysi = /ttoWABLE bTT'6SES : Su - ts,,oo psi s - 4 c i s ic>e, cs
- 48 4Llot0ABLE f p3St00 - hd " &c.g = gfg = 0.366 kl - b(/4.-3ME - bd) = 0.744 L.6
% = 2.o(kl)5+, = 20927 fsi 5 LLOu.AELE bl4RESS100 - N " S s e8,847 = t /3700 [4 - 3d * - N
- d251 6%= E.oklS Zoso psi
= c3 sv Est? DATE [O 2k VST L Di/M-L/*JIT3 SHEET NO.2b OF SUBJECT
- CHKD, DATE.
EST1CONTR ACT NO, WETc6Nc.Y FevAM nit 4344., p 7, g p (' gg 7-8I.:2 - ENERFAB_
- ===.,,,-....,,....,
czSoswc Lub w C44 EC_K OC.R M E t F1- = MAxtMuM TENSILE Aucuoe IDAb DuE-Tb Tr/TE7 MAL Rze;sSAPE AMb SE~lSMIc. LOA b5. Fe - (7~),; Ata2 w%nt TENS. A2c LE06TH - /78 = %2fiRN - 29.52 " 7! 0-aAhh, J2 Ads , ]re ercre rrp 2 fl2+ OSE : l " (,gy73)go
- g (gggg),g + g.(,1,g) a 27rd68)
Trd68P zdoco) T~ = 0 4063 /in k G = 26.s7 W# * *C Y " (.7s%)so + (((47(,9.5)l2 + 5668) zir(iros) 7r-(168)z E6me I.29 5 % F - 37.98
- y ANEHOC bT STEES8Es : s
= A6 As= l.z9 m.in. s Sg 'I[= 2o.6 /s/ 4 /./ 8 = 27.s' /<s/ esE : Ss 3;$8 = 29.s /<si 4 zoS = 50 /<si ssn BY E5k DATE lo 3/* SUBJECT [EVSTAl klYET" [!A]/T3 SHEET NOM OF
- CHKD, DATE ESTJCONTRACT NO ll7 \\f 6 (O - z. g EM&&30V FWATet %)t
-( g e- C2 chtSM\\C. LCA.b10; CRECK lbk'CE ASEb hT LoAb ~buE ~D AM ltJFERFETCEOCE BJITR bMU.LE_ Q OtJE AMCR BOLT wAS Mourb 6"(AecuT z*) FRou ITE MoMIGAL LocATico. TfHs %satTs 10 AD AtDIT100AL. L.oAb (N Ap Ab4 Ace %T AOc_aoe. ce Tl23 = l./ozx7xe uonio/tt LOAD. THE Atocuoit hT S?_ ESSES witt tmeer13e /0 LiXE RlOPO12T(00 : doubmod blowcAL TNCIZEASED ALLcWABLE smtess straess
- smess, (ks0 (ks0 (ks0 NortumL_
4.55 /o.55 /8.o NoitMAL&OBE
- 20. (,
2 2.71 27.6 N0(tMAtt-SSE 29.5 32.52. 50.0 AS CAO BE SEEG THE '5H(i-I DF DOE ANCHoithtT 3 IS SATlsFAcTcttLV Acc.ouOTEh Pb[t, 11-S-BG. BY b k DATE SUBJECT ((Y$Mb kl{/d-Y [ $jl73 SHEET NO.b. l OF CHKO. DATE EST CONTRACT NO. N@)Pf ['t,, t ( - @b b.Mt d Y IMUARYN)k dMh
- ENERFAB,
- = =..,, _,,.,_,-
C,2 MSMtC lo/&ii K, ~ ' - - - ' ~ ' " ' " ~ ~ " " " ~ C rA 8H e-A R T/2AN EFE C5) 3dSE.
- t YE $hCE hchtT bX -70 SETSM/C leAb(IX;, Ys y 15
~I[ANSMITTeb TD 77IE 75~uolATIOM THRU 97/E 105T b AT Tilt EASE or THE 77lAlk. 77lc,hJOHord ~j?. ATE EMPDDED //J 77fE C4/JOBETr OAYi b4 /6 /dmDED BE OWRCTE-dess' z42 * (s,se) ~ hE TD / X8" 7/A/ci, /ANR k)/LL 7/fANSlif 4 I ]=l68. LATH 7AL LoAb /Al ASSUMD) sitsasolbAL II,V FAGHtotJ : . u- .1. p f, = wax. 814 EAR l Lod 'M q8 3 g. T< a +x 6s Ls. Tr = yetsen Stubs e 12"c/c , g j/ g _ggg g g ,e,s7 % kEL%0bbTuld hb: / N t/e*f# 1 [ Y=12dA
- ESZ" 413[=* 6.94
\\ / '/ SEE EMEEIMEh7 FEOFETmES GFI/cCO Sm% \\ u Wkl-NcLSu) bl\\llbloM bh DATE lO-2-ko 'STALTt0@ dotT 3 CHKO. DATE SHEET NO dh OF BY SUBJECT EST1 CONTRACT NO $Q-\\ff \\C *7- $ ENERfCNCY % DAM $MK QQ 5'. 5 9PINC,Aontven Tsc PtPlac1 ANALYSTS FOR EAc.H P1PI136 SECTION IDet4TlFIEb IM ATTACHME1JT S OF SP-5134 L/AS tcNE USIN6 THE COMPLITETc 'B206TcilM " AbtPfPE" TftiE IS A PuSLic. boMAtM 00MPLtTE12 MBD6T2AM,MAINTAIDED BV CONTRot DATA 00EPOEAT10hl A0D AVAILABLE THR.t.\\ T7ME-GIARIe4 doorCAc.T4 WITH DEstC,bl FIRh4G. THE AbLPIPE" PRoARAM HAS EEE}J AhlIpbu%TE.y STA@Atb stG2s 71tr EAtL'i 19bo% F0it Tile AGAL'(SIS OF COMPLEX PIPitMi SYSTEMS. THE PIPitYa AMALYsT bESCElBES THE P1914 EEDMETR4 TO 'TWs B?o62AM USt>SG NETk)olRK ADD SEQLtEhCE TblMTS (NODES Aub PIPE ELEVERTS ( RUUS, EL80k)S, I eES, ETC.), LoAtG Age DEFroED ltd SUBSEque7JT DATA fitouPS TD PERMIT AIJ ALYSlS OF-DehbWEK HT, THER. MAL EXbMSIOld ) EXTERNAL APPLIED LCAbS, SEISMc MOCAL AMALYSIS, bY13Ahlt0.TlME-HISTorcY ANALVCIS, Aub TREEMAc NEAT I/fANSFER ADALVEIS. Th'ESE /MDlVIbU AL LOAb C&'Jb(710/J \\ to-lo. 86 BY b(1k DATE SUBJECT =C.WSTAL ISt/E9 Uklri-3 SHEET NO. h OF CHKO. DATE ESTJCONTRACT NO. ' Qgpf Q,({, % SAN 18)CY Mk)hW2 Yidd QQ C,5 Co t 3T 't. MAT TliEM BE CDLRdMEh le AGcDRDAkWE lOITH ALME ort AOSI bestc,o cobES To FRotu2E ST7ae%S SUMMARIES foe EAcR CODE DEstGM EQUAT 10td, BPE SuPPoET TfEAcTIotJS AIM OBTAIMEb FRou PIPE RAtdGE1t. Apb AuckDtt LCAb SuutAAPmb PRDVtbEb 19 THE TEIOTouT. hPE SUPFoltT6 ARE lbE7JTlFIEb To Tile ~ R?.4% RAM TTCA bisFLAc.EMEMT / lmb RoTAT70N RESTitAIMTS AT THE APPROPElATE PIPlbki EEQUEMGE POIMTs. FLernet DEEC{t.tPTtord OF Ii>-OC,P/\\M CAPABILIT1Es AtJb LtsE MAN BE OtrAtREb FROM R'EFEREMcE /). THE PIPING isoMETR\\C.S AMD P(PE AMALNGlS MODELS ARE SHO,0N ltQ SKETCHE5 Cf3 THE FoLLbu.)lO$ IM5iES, /llotJG (OIT}4 THE REQL{iEED STRESS SuuAmRY TABLES FoR EAGR CobE DE%l6M EQUAT10td (LOAD COMBIMATIOh, MS Card BE SEDJ ALL CODE STRESS LIMITS HAs/E 'SEEN j MET. BY Mk DA E SUBJECT @YSTAL M\\)@ l_lM)T 3 SHEET NO.k OF CH KO. DATE EST/ CONTRACT NO. gpp it-e sc, EMEEERN FEEbWATR rAuk'.
- 4346,
[ o ? t i S i g* 1 . a u l 3 i = ,f l-m 0 g n .o f. l ?, s . e ~ s g y h 'N h 1
- o s
/ .I. E 9 z E kW. g ,0 , VI e ' l . ( o. q 3,. o ^, )
- ~-
O /
- =8 i
= -.~-
- /
l 5 eRC a Y E" $ l N m - z a-O O l 1 l W l N' T -- zo ~ p l %7M f C DEce : 5E '\\ ,.S d l \\ } -rec \\ a sc-- g mono 3 y g% % __b 'u ~ \\I gE f\\ N i -.i$ \\ WR N [E 'E l - \\ u m~ o. g s t b h 'D 2 mo u ( e SE ceME I O I I M, 8 Si EWEm l l i l i M w e. o - a. w o
- =*
es=E l l l l-I \\\\'\\ g = S$eE l l l .l %= 22 J2 sc8s = dEdE 3C m 02'l ' '00 ' 1' ' 08'O, 09' Dh ' ' ' 02 0 ' ' 'l dd O i lI % BY bk DATE SUBJECT CM7[\\L d d UK)lT"3 SHEET NO N3 OF l ChKD. DATE EST/ CONTRACT NO. M104" (7_-lC-Tv Nb = ~- 4 f 3 - C l o { g o u b ~ ( -) R : 2 e. ~ 8' ~ ,o : = ~. w I g n /l) 5 l .1 .t. / o = .a. 9 W
- t
/ c 5 / o ~ ~ a o do ~ 1 i i l wo I l I l o 2 go l hb n dh l l. j id I 'Mh ,E g J.E x : si
- ~ s
~ bEoE '. A o ed u \\ w C 3!!E ,Esh y. S~ES ;. . -ema S EEEE : \\ T ,g \\ x Y '- \\ T- ~. J 5" I} dR \\ t TE -E g5 g. w mi liis 9t 6 ! . mm m SE ce"E I i l i I D 3 ,Ei EWEn l l l l l ( o s. o - a. w e.,0 E l l l l b-'e = Em. ,) av - ~ ~ l I, } ?l
- a. :
oe o l Is --c= e EUE4c E I 1 i l l c gn . wwww l l. i I l ju, m r 0 *2 00'2 CS*1 02'1 09'O Oh*0 . 00'0 IO) N011SW372338 ll-3-86 av E 6~ 2 DATE C STALR10EE LtOrr3 SHEET NO. OF SUBJECT CHKO. DATE EST/ CONTRACT NO. h er (1.-12.g; EFT' 4g4/, l ,'C { ,l l l
- o
$3 'r 5 d ? l l E : ~ J, 0 : l E ! o E C o 1 2 d ! it w s I" e I% 5 E I ' ev [ jd 5 8 ,,l"' E ^ 5 5 9 ( 5 . ;E I ~, o~ l-O + y' \\ hb 'I ~ wa t X w il 9* M Til 1 \\ l J 'W '; E o - 5 3R Ir l ipfrl I = E, 9, % l g a-c. c u-s E E 3D N f -a= o o i w g bEoE : D,i h -\\ .,, o ,f ' GE N zo 55dG : MIEE ! Q'\\ ]N
- EEGE :
\\ Ji hA gd N N J \\ h5 \\ af E N YE E N u IJ.O '\\ 3 8 w SE ce"$ I I l I dr ' cn 3 E *! WWE.m l l &\\ l l l M) '"0E Ec"E l l}} d EGE5 l 8 1 3 t
- l*
o-oe 3 s e _a wwwc gl,3- ..,M W 02'l 00*! 08'O 09'O Oh*O 02'0 - 00'0 t4) M r) I i n,J u t *10119 ^ I I 8(o BY kk ~ SUBJECT A L Ri VE r* limit-3 SHEET NO d6 OF DATE CHKD.- DATE ESTJCONTRACT NO. P r+_.t e r tz-rr-g FFT 434(, ,4 f A 4 h I4 -- l ' ' T. t g l 1 k y 's o g w w e t 5 2 d i . ~. O g 4 ~ a i b /r g
- =Y a
g g m / = _h.$ h / E O / p g "e o e. == o + pg ,, = = i ) ~~ V W 'e dB l l a-l l l ^ o N %,[ N N Nl l omo Y~~ _ l M[ dh,d, I - ~%I 5 ~ 3 e w i ( w so - w~ m w a. c c Q c m o aw : "o m.- - \\ w -'iz o \\( 0 go i ou c4 l .z. s o .J EL to w,* ,, - r a: c o Dep-j g oomo \\1 's .4 6-W6 \\ \\ i WE gr 5 g m n- \\< h. h
- . wo w r-a St eeMM I
i 1 l a: =- .u w = W* =>on - i i l l 4 u o - a. w l l l l l "V --o cer = m we o~. tg : sco JC D l , l1 l l y
- - ** C L eg.
{ s. ew ECEE I I sese. l l l f 8,=, : . uw w y. m -Oh*E' ' '00'2 ' 09'l ' ' 0'2
- 1 OS*O Oh*O 00*b (D) N011BW373339 Il~^$~SG.'
BY bk DATE SUBJECT [PY$7AL M/Y((((/h//7~8 SHEET NO. OF CHKO. DATE EST/ CONTRACT NO. Hvec tz-st-eG WT d54 g, (
- ENERFAB, 5.3-B Pltas Aix tw.1e
==l1:"20a"::"20.'rr,.- I" s 7h' 'T' 8 g6 ek uG.- ,6 I gy dom p
- f r '
$ r3## C / e g s'%. -T U ,N ' T. 6 c 4 t 25" N M M. to N, y. =: ,4 eso- -9 k, \\ b $ N n s, 40 M Q e 0 (Fy w, g -C p% N9 4so 4 .y soo -.N, o 4 - N O. . s ~ E oW" sc " f, aY g, 8 x w i9 a-'!- Gl IIq',0 g f _ f[I d 4 s/ ypBo'T* *,,
- Ps PE M ODE 1.
ik = 395~ ps's - TfldK FILL A - ASNf E III, CL. 3 '/g g* 220*F BY bk DATE lo-10-E CWSTAL OVEf fliatT S SHEET NO M7 OF suaaECT CHKO. DATE ESTJCONTRACT NO. - %( 9 (~- R t'Z 86 FMFRAF/h' FhEDUArcR'T5Jk 4.gg 4-a i 5.3 PtPim AR/Msti Piptts Ruki A iSME_ CLAE. 3 CoBE SuMMtef LEVEL EQ.blD. SEQ.Pr. CALC,. 3rRESS MLLoW. STRESS (esh (psu 8 55 IBI56 \\.5S = 22,500 g A io s/ 9/// (- 22,soo Q1S=G500 \\\\ GI 20640 g S 9 55 26 7?? 1.8 Sw = 27, 000 v D 9 ss 26764 30 Sg' 45,oco S = Sg = is,ooo c S - {.2sS +.2sSd =. 22,soo a c r 'f = I. D l l l '~ ll 3-g63 ff D'Y ESR DATE SUBJECT [ N b l. 2 lN8 2,f.lOl 7 8 SHEET NO. b OF CHKD. DATE EST/ CONTRACT NO. r%ee tz-tz-BG, EFT 4346 ENERFAB c 'PIPOM AtMLVE\\S. 4 =g,,,,,,,,, g !!!.*'JE'!!!:',tt. t,0." N . N P, Nf5" N ts b j h 'l5 ' fo ( pgM/ g l ) 1 5 [ \\ / p %g asi Sm. 3 D g dW As" <a e y v E49@- l D 4) g B.oz av 48 4 p N, / jo3 'L g = N ,il h Q)'( Mck ib ti s y Gao w 11 5 N ~(ik NPS 'f 79 >
- sep.so, CL.Scoo
)o \\t 1 1 e Str, kJLD. EFLL (TYR) 'N \\ 6L li '95 h (h c ha 2 ss S Y ff S - M
- l26 psig
~~ NITf(06Bf PACGlNG - g ?] The 9s F /SMEIII SyT_T( EEIATG Nte)-MTETY AtJST B31,i ct. 3 BY bbk DATE\\D-lD*$ SUBJECT (AYST/\\L. Fl\\)ER I.it I IT' ?> SHEET NO dh OF CHKO. DATE EST./CONTF4ACT NC,. R ;;.t pp i 7 a t pf g FMET'EttY FerDkNEC 17Ni: ggg g, ~ 5.3 PipiMG AN AL'rsts, Pipits Ruk\\ B/C 2SME CLASS 3 Cote suuutey LEVEL EQ.blD. SEQ.Pr. CALC,. SrRESS MLLOW. STRESS (psb (psu 8 80 7402. I.sS = 22,soo h A. io s 2i s7. S - 22,soo x ii 80 74o2. %4 S = 57,soo g B 9 80 226s5. 1.8Sw = 27, 000 v ~ D 9 so aso74. soSg 45,000 S = Sg = is,0cc c S = f6.esS +.2sSQ = 22,soo a c (lr = 1. 0 l. 113-86 i av EGR. DATE CRYETAL RWEE 11000 3 SHEET NO. bb F SUBJECT O i CHKD. DATE EST/ CONTRACT NO. V HE \\9 9 nat-86 FFT 434(e ENERFAB 5.S hPud6 /V M SG i , bop 3fMO,~M0.5...~ ? ' No og#'s 4 g ."IEAN N I'l f s"N 'PL & Thag \\ HIO ,O HIS N6 b d 4.. N, s %s'%' N! &p 3 f$. % Nio(ff$ j N S k d k Q t' o W // $e / r. f,, N'E Q R A3 'p .cSep, 9',/ /j~> ~' t / (n \\lgio p' s c ~ W /b/ CL ( l f
- fd HII u pS..
[ < < s.6 i- / '0 _D_.-YtTRMEN cSMM/NG \\ l f/;>,/ !NSIDE '75Nk %W t %= l25 p's pg97 g3;,y r_.es., BYbh DATElb-IO 8b SUBJECT C.RNL BOETd I(t3iT 3 SHEET NO bf OF ( CHKO. DATE ESTJCONTRACT NO. l ME\\PG 1,*L-t t.- Br WEGO CY Fcoy'JarE TN M: ,434f, i [ ENERFAB.
- s. E Pi pit.tc, A n N.vns I
r======_.. t- -.o,.. a.m., ~.n., 16 N / V jx ~ ptpp ,/ g [f 3Mk }-+-o-4 ,/ N 'N \\ I o:s - EAN oso ' l }y N 't N R E oss %f , 29 x t.\\4'OR4 4 p. xf0f 82 "40 $?" o46 -f N D -4 gg \\ fa is, "g og 154 in '., \\o gg' Net / > F is2 = wx gj 'Oyd ,e l'8/g* h 6 ( h 155 y ~ 15 7 s f,, is9 U; F' g!,co ,1 " 70 M i N g sto 135 y s 'Q L Y ss/ I N /o 100 69 ./\\ V+1 / 95 \\z g/ 'jd e g ,/ -Nirruen Saqqias EsuTg .p~ FIPE NfoDEL ANSI E31. l fg[7k ATE lO-iO-86 GYSTAL RiVt2 LILitT 3 saceT NoSF or . SUBJECT Esisco cT so. MPF 12-l& 86 Et/tr6erry Fenyn rpm -s;_- ~ , i_. 1 w
- 5. S~ h PiMG AWAufstSL PIPINCiRUQ D h
9 ArdSI Ba.I Code SuumnaY i youATiota scQ.PT.- CALC. Stress AttoW. STRESS NLo a 'l I. I50. 2170 f.oSg = 15000. It 90. 8748. l.2 3 = 18000. 9 IS 5. 6449 . S,< 22600. l IF s. Moe. Sg %- 37500.. w Se,=.b = 15000. h S = {6.zsS +.zsS) c - -22,soo. =
- 1. 0 L.
shr 4)c ~ x ig_3 g SY S$l2 yATE SUBJECT Mk (M [lOlT 3 __ SHEET NO. 55 or CHK O. - DATE -EST/ CONTRACT NO.-
- iip F se i7.4 iFT.
/33/.tg ENERFAB. C. E h Ptoc, A taAtx ti5 E E""O ! 'A L M T.".. O t ~
- -m:3oun
.a m.n., 'h lo gg L f W/iL - j56O. l
- 80. A k ;
U YlY l' t S. cze04,ooo iso. EL.lGT',, CIA *S~ Ef / 20<> 2Gi> to 0 So $k Q
- 35o, O'
I 5J~ E})40' 40" @I 4)( W 35.- tb '"o w& Q 450 ,u - p ,i m 500 Q 55 0 s i (O D 600 1 66o h. y 0 qou af d f JAW, N -- <w f z py-JM 'g " 1 RAI dobE L E -TTEEsure8easisc, - ANSI 21.1 Poes - to pid j Tun, tio'cf ny EG R -- DATEIO-lD S# AL klM llidlI 3 - SHCET NO.b4 OF SUBJECT-CHKD. DATE EST/ CONTRACT NO' M9fFF tt-ric-Es 6 DE6Erac/ E7W/r2 7ygg 4g4 I
- s. s h PtMG AwAursis PIPINti RUM E
AN\\SI BS.i Cobe SuMMARM i EQUA.Tiota sco.PT. CALC. STRESS ALLOW. STRETS Mo 1I TI 44I4. I.oSg = 15600. 12. 7I /S564 l.2 S = /Boco. h IS 5 7434 22soo. Iy 5 ' T720 Sg %- 87sbo. S = S = 16O30. e y S = f 6.zsS +.2sS) q c 2esvo. h =
- 1. 0 lo-lo-8/o BYb$li--
DATE SUBJECT CRYSTAL RIVER UtJIT 3 SHEET NOSS or h Z-8g EMEMENCY FEFD\\dATEE T&Jk m-tep
- ENERFAB, C.2 PtPHM Pa3I'u tt
.~m. mm, ..w. ! = rr = r::L O.in - Y. s ,is et ic/-a g 2 "a to 4o 4g y M,, g gm ,so -s .ax e \\r "h h I e e as . no IL, e ovs oso 8e4g% 4 'o M8 S Tn "95 NJ P"f( M 39 e, o95 2 ,co f ? c f ososi f ,no <@* x.,% g r *;, r O'z' ns }g,,.R o ~>N wi'f-F es,. g,m g' N D , $,g %gg N 4 x lAAIK YENT llME - G_ % = Io psig TfP/M6 ODEt. 5 = l(O F Ard sI B 31.l av EGR oxTElo-io-86 CRYSTAL BOTR UMiT 3. SHEET NO N OF susseC7 CHKD. DATE EST/CpNTRACT NO. .H 3 t 9 p. g7_-rt.- 66 EIME9W FCEI;>]^1ATC'E T4/JR H E4/o a
- s. 31 TiPtMs;%iAursts
.PIPINCS RLN -6 i AMSI BSI.li Cobe
SUMMARY
EQUA.TioW SEQ.PT.
CALC. STRESS ALLOW. STRESS-.
td o II; I40
.4985.
IoSg=15a%
I2.
14 0:
I5 7(o2.
l.2Q= /&22).
IS 5
l220.
S; 22sto, 14-14 0 5050.
Sg Qc 37500.
c S
= S = lsooo.
e w
3, = f 6.zs S +.zs s) c 22svo.
h=1.0 6
I c.V ll-3-86 BY bk.<
DATE C
L Ti\\/EE Ut3iT3 satsT wo. 67 or
. SUBJECT NiPr ??--8g 5-r
Q* "((*'"*'
g
~
a
ENERFAB.
C.E PLPit16,Ad/ G E
{= 3h2gjpg
. g.
,i 9
"s! L-e s
'n
\\
p N* G d
~
x y
n F
. ~.
s=
tu R
E b>
t IVK'd.)syr Rh h/
a i
?W V
,=
,e/
5 s
E
-\\- G u,%'N 9/
\\s jx
_g_ g _
e x
'4 Vg
\\
'i' 5
\\;\\
s e
i 1
.Ng J
s c
% ?
e G $
\\'
m 3
Y s
=
~
r w
p y; Y
O E$
e w
c't9%
/ al 9h if
[ /
~
Si v,,,M.,h
\\
+ s n
f.- la\\f k
s.
~*
~
E
?
V;3 Q
s
=
p*pi n
lo,C S
'o. \\
f e..
\\.
N
/
f 6
\\
,V
/
7 1
N
\\
,i'
)
\\
b
_y '
T
(
y
$w
~c w;
i er EGR DATElo 10fA OhsTN moER Litair 3 SHEET NO. $$ OF suaaECT CHKD.
DATE EST1 CONTRACT NO.
- htP f l'L-L'[.
B 6 FM.-Wn vs/ C-rveA n %.Ac 4gg
I s;s hPiMc, AwAufsis PIPlNc, RUC H AA\\SI BSl.1 Cobe; BuwaeN EQUAT)ot4 SEQ.PT.
CALC. STRESS ALLOW. STRESS bjl o-II 5
2752.
I.oS
= 15 2 0 g
I2.
70 714 8 l.2 S - /Bac 9
13 50 432.
S = 22600 q
14 -
6 2986.
S + %' 37650-h
( = S
=, /sooo w
S = f 6.zs% +.2ss) q 22500
~
h = l.O
.)
l II-3-%
BY b k.
DATE-SUBJECT dNSTist E\\VETC OO\\T 3 SHEET NO. 67 OF M
\\PG t i'l-8G ETY
?'Kj^$"*'
u
k H.2 Ih @~
yTTyK i
'y
- sctunctWAu a
i t
's H27 TANK)
M B" Aw'Al-y; S45UREfVACuuM
,o
- " Y Tretiv - Lnveg
/h - /0 psi
/m- //O*F l
_J UES
\\
-e 4
'~RAN - T/ftkr s.
/
/^9
't q,(/'
,/,
k k ~R
~
's c
F TANK
/
s, l
Il9 4 Y
L -,2 ' O
>T 2O t
c
[
4-2t-87 l
sv R F suanerfL"VsTAL Euer-
_ SHEET NON,l OF oATE
- CHKD, DATE ae G 3/s-derr 3 - EFT 4s_e,-n:
JST/ CONTRACT NO.
w'.
,-.s._
l
)
5.3 RPIMC,
/JALYSlS hPtnG $EC.Tiotd F IS A 22AIAI-70-SUMP Folt TK YkE%UltE 'h LicF @Ll/E5 Mut)MTED dAl NCE7.1 E3 18.
Tilt LIIJE IS IJottMAwf EMVTY AMD IS OPDd TO THE ATM06MtE%E. 7iit-T'!P/Alci SMSL:S APE EXPT 4cb70 3E ME6Ll6tBLE, Nou)eVETt AN hPP62tWIMAT10A TD /tJDl04TE RetATlVE VAGIJITILb5 15 GIV57) EtzotO lO(8.t.7s)*67p3; pbo Messufzc :
^=
Cr-(8' sed.4o Pipe) p
,g 4 g3.gg hmDvinAllT :
hfy" Id = SO lblf4 {pite + U 0) 2
= 50,ax) A lb
/_ = fo'
[Maf. SppcT)
Mg-55My c SI%I
. /s i MA j,f,g [ASmbcb 8brr gr.p.
Z=l/o.8I(scencuk
= 4r73 psi EQ4AT1ord )l 33).I; bQ
.75i.kA "-I.o S
%=(A toc-4 igooo z
n 424o ? ls;ooD esse d#87 suoxC1 erysnic Lac /J 3_
se n m e92 cr CHKD.
DAIF d'E\\P P 4/*}fB' 551~
454L>-[k f
EST/ CONTRACT NO.
6,3 3P/rX MoALYS(5 ksu\\c kssuuc 20' GiuPt E SuPFCCT:
[,,
9.6] lET4 E*21oeop D % '
2 Tr {'d I, 7 72.s w i
g,. see */e M :
12 c z W" 4.lO E l - 240' G
4.4f
[ssE-Arr,4,,sm I ce SPsu4) q r
Ahr Ne
- h(MT@E20?.I22444toia Y 6
kse [5 kg = 42342 iw b 765lNB = S400 i
ie t. 8 Z
2 I6,81 EQUAT10012 :
>Do ;.7Gi fNAt YB) 3 j,g },,g g g 4t-Z 7440 L 18,@0 pci E~OUAr:005 15 d /4 Nas AuTouArtcActy S477.SAE.B saxE TRGRMAL Ey]%tdSI0th is 1)t5ListBLE.
nil %/2 N1!*#
ceysrAL 30mz d-3 ssen no 59.Sor suax c1 jh,g3 G/g/s7 EW 454b
- m EST JCONTRACT NO.
t ty 3
5.3 j3s/rjc,,
- JALN51%
btoJ CF h/4MER.
h 2'T '
STlM ATED 3CACWd5 blx2 l'A BA O 8 F*'-T~'.M30)-ITM v
F M
,_t '
T'y = l.64[F030)" 4970 I
y,s
~ 497o s
g EST* TOTAL. UT ' 3030 i
' 44x4xg s
OecK 44x4 x Ifo (NocitoN, ARM) 4970
~
r'
/14 044970 +3177[t) j5"
-[4
- 2(7.4 0)
' Elb5 S'
f G
7 kg- /8h40)' Bf420 3#
o (r b
y
('
34420 3 =
2ct.28)
- ISG35~p ',
J
,m VA325 Baz
-$+hg*l4300 4, &>G =2lJ00 cHer.k. 44x4x k BRACE CH6tk FAf2 k X 4
(* ~ Ti[A4h - l44,4 psid h=AbN'2 2(2.AO) n
- q40 ty* 2(2.)
- 405 N #
f f-+4e c K 5" k ui S 6tELK l.uG IEXlXE f;,
s.4 ' > @ # l*
/g=z(k)=19 A
-$, c A9) = 24X psi ok g
BY $f, DAT SUBJECT.,
$dt LM-3 SHEET NO
-OF
/
CHKD.
=
$~ik.\\ VV-h' NY EYI_ _ _ _
EST/ CONTRACT NO.
kEkb, *I]?
C.5 Spuy kr> wists h= sob or )NA%eVS I 28 E N2R i
Us2 Fy = F
- 2000 Y z
Citec.g / 4x4x5 (Ekwt. bRM)
(
g
)
"1780
./
J
=
pi we a
L4v4 x k l3f5ll-fsi
=
c
^c 8WPS p
t, + q( c 15734 psi4.tF( 2I, &eo U Botzzis T.
DILCRddx4X'TC[U~ ext) c h{g-E(axo)- 4' sb.lb
=
=
a I-h' s,(da19)
/)
jg,ggggt c /63Mpi 421,600 OcCK U BOLT i
&=2Q'D d 8420 # (2/NNE2.l.
hd. /37 8%PS 42267 ed6R oATE sua;Ec1MsTAL 7 Fit /Ef Ll-3,_
SHEET NO N.60F CHKD.
DATE EST/ CONTRACT NO.
t%ec G,/,/e1 EFT
- 4s46 yk
E,5 8 PI) Y-, la3/C l; C i
Mic;M or T1Pc 4AMcts Tsc Fcu omas T/ses Barse3T Tric c4LeutAriops Foz T1le PGe saPfocr ihrx;ECS FbR Au.771NK
'RP/Og uAles. //AWercs suPPo/27//M ASM E'III, CL. 5 hP//d6 APE htdit3Eb Pt2 Se_cnoo A/F-3663 cF 84BsEcTiota A)F. h3SI Bw.I
'RPnM flAIMmE ARE DELICMED PER /ISC 9FER_ CODE.
RPE //4tMEE l_BAbS ARE TAbulATcb 113 74P4ES APPEARit3G AY 77/E EDb OP 77/C MArJt;GX CAlduulTD33, av En2 sus;EcT OPYSMIL bt'd / >/7 3 DATE CHKO.
DATE SHEET NO 60 Or EST/ CONTRACT NO.
4MiPF tZ-17.g EFT 4 ga f,
6.5' PiPithc. Actusm 1)ESWhl OF PtPC m A06ERS k I & N26 FEFER To M. 4346-2-4 i
ZsxsxE _=IOY
~
fz
\\'
Fx
- 46 G8 L )
l-lAlY,ER kl b
0 E
Q Fz= 3482* )
l.oAbs @E MU.
c]
of F=
x E
~
" ~
~
bnx;a Pelt. tdF.36G5 EXCEPT
/___ g 4 g.,.
Co0NSV ATWELM LME LawL A w h.txo.
sx 307 s T
26202)
.404 'm' (Roor AerA) 04Ett E'oLTS :
Ag e T4 SA325 Fv
b - 21.7 hsi 3
S"= los ke
/u.ow LoAb - F Ae, = zl.764o4) s.77"> 4.6#
4 y
catect 2 x.h EAR Ay = 2[2d4)
- l in*
8 m t. 2 x.'4 S A s,
h-shi 4,43g = 4.7 61 z.4S = I4.ds; c
3 oterx 45x3x1 Wy = #A8lID'#b (1.2,) = ll 35 in-k 3 = s G /< s i N
i
Fy N44 4.662 II.35 7s3id Ssfy =2.4 o.h*
- ,= 24 + sU "
2(ee) + -(.7ss)
A-
= - 14. I xsi 4.GS,
~
y
= El.lo SS WELb5 TROVIDE MET &rnou TR@ERTLES
/wb EEQUIEE Do FURTETt CHECWWi.
/o/es/&
av M /?
DATE- '
SUBJECT 6M[ k/d6"72 O/JlT 3 SHEET NO di f OF CHKD.
DATE EST/ CONTRACT NO.
1%P C tt/s2 {gf EFT *-
454(,
D.:_' I9 Pi% MMLYriS_
D&xiN or T1FE NAGER N2 (PaETC 'IDhM;.4346-2-4) 46xsxri.
F = ss49
DeswN R-t NF-3Gs3 y
,p LLe Levet A ALLou.MBLE F = 1s49'b sy7: esses.
t x -.
CHeick bl45 - DR 4 XkX l2 I
M 34:, Sy"36 2(l.5k25) *.75 Wb"
$y c E7 c
V tv " Ek
- 2% = s is 'est r
F Av
.7s y
Fy =.4 h = I4.4 esi s
e5 Q
blo2E (DELD EXc.EEbS, Lufi 7htcK0E'58, d
Wen _D is Acc.ornst_e..
Gleck. L 6xsx 6, SA-a,,5
= sc. <si 3
Sn*I,89i[
Vly =
1.
.875) g,g), g,gg g,g y
763 'in' S y*40 W S = 3 8 S /'o 8'i d m @ in- <
4 2.
[
dy My 20R3 s.od, YY 1 89 755 3 b Su S
= 17,8ksi 4 5
.6 Sy
- 2 l k a, l BY 5O SUBKCT[kY N)b l/N / I /T 3 SHEET NO d2 OF E
W. '"Awc JR/sc mr
'"'jyjg"-
s.sRennkiwssis Dc5t94 OT-hPE MAIMER. N3 Ser bM A346-2-5 MAN l cab 5 Lex 2x 4( "r*
i s, f
4o 16 n '
x r = 6=
ry - sst 16 x
q= E4 lb l?,N NEK I-NIMM lh. l u-Boer du.owAa.E I~D1%\\b4 = la*If20lb
~
Au.cwAEE SMAR.
= N = 194 lb JC 1
,6 Y
b eb
+
=0,254f.O C Check 4 2x 2x k A 36, Fr SG, ksi Sn - Syp.247 Yx = Gas [ssQ-F,os te-L.
sf*I6 40
$~75[54)=.37 L-k E = h
.fdy _
2.42 q'gfs; i
si ss;'
.247
~
I FE.c F - zl.6 l<si y
)
/c/e/86 BYbh(
DATE SUBJECT d/?VSIML kil/O2[//J/I3 SHEET NO[03 OF a
CHKO.
DATE EST/ CONTRACT NO, tistPr. iz-tz sc 6'F f 434c
._..__._m I
5.5 BPit4 AtmLMr a
~De54M CF NPE /IAIXiETES Nd A k (2 M,4M67-6)
I Desa LoAdv i
p* : _Q Fx = 245 l 0 F*
z o s llo l
42xzx4 EAR 24 c ch" Cuect U-Eber [Ga@eu_Fs i3Y
$ = 205 4 ~ I, = 1220 lb dWa n. __
hXl2 C4Eck bat 2d g_g
/y-2(.zch.5 P b *
.49 ksi lIAAbi caecxzuea
% =.zA7 Wy
- l.54(240)+ Sn5(20s)
I.56in-lc
$ = k
- 6.s ksi 4.c,/p -2/.6ksi SUBJECT b2YS72fL / I/E/)///j17 3 SHEET NO.h OF 8Y AT CHKO.
DATE EST/ CONTRACT NO.
=
Hator
< ? - # z-&&
E'F T 4sg
_.- - =
c.s Tivu s, Ai.va n tt bestGN ci-PiFE f44Mces H6, H7 3 H8 (sa Ar2.4C96-2-s) em 4xh th
~ U* -
x DE5tGN Lotsds x
7'%)) }L2'ex2'zikVr = leo 'l C O 5 'h F,]"
Fy = leo 16 1
Fz=
e 8Tr s n
.0.
___y CHECK LI-SoLT hl21QJeu. Fig,137)
$XlaNPS T " Iff 0 lb Yq
- 194 Ib u-soct c
%, E ~z Fx l'O jjfg
~l~s i
h + tzzo " O.72 L l.O CI4Cdc Luc, - 3/W 4 x! x /2
[ASlo) 4 lyo = I4 x \\ N =.575 ad
('
sos Ty =
. tis"l.55ksi
< 14l+
Cuer.k. l. 2'2 x 2N Y &
M 8xe %y = o.z4a
- h k + s y' p hky = fl.l%25){i~o5)
- 5.888 h-h
=
'hh h/k = bl.G25$lto)+ I,54(E20)
= l8.8ksi /. 6 &
/,572 6 k.
g/,6,/si
=
IM8f('
BY DATE SUBJECT N b M L dN!J7)
SHEET NO.d5 OF lPr-t z.cg.&6 EF7'
'*ig"$"'
S.3 t'IPit% d /stNQS i
peuco <r thsens Hto-His wo H22-Hec kvl Gzz-Hz!6 idh ' {") [Y F 7s '6 Fz = sos 6/10-#/3.)
y f k
{F l;
F = 4 s Fzi s A (un-lies) e y
i y
h a
C HECK U-Bb'.5 (@0tru RG,I?a) 8 3 5 :l
'K h U
Y
+
-4 lD 9
1"x I l)8OLT '.
Ia cA85'Ya=65' 1
b % ik d-BOLT : To - /z20' Yq = r74
hllo-NIS) 1 + 1220 = 0,45 4 l. 0 50 194 (bz-NzG)
N4hs"O,7641.0 can m2A Su=.24712 4-84(d - 1. 7 m -k (Use) 6 = 4 I [Is)
,/g,2 w E i
( = -k
=,$7 6,9Ms/<.4Gz/.d
=
to/akc SUBJECT b?V817.1/ UM dh ff 3 SHEET NO dh OF 8YM/T OATE~
CHKD UATE ESTJCONTRACT NO.
d '2 \\ t f
\\1-\\T*8G Y
i k$k&
i 5.3 FIPttac, A w e s c TESWN rp PIR: flNMERS lil4 a HIS [ssNs.4st&2-4-)
s%
Z2xfxb g
.b
_,____. 14 Fx -
r._
t90,(,
1 z
F, = p u
$xlltM 9F CHex 0-Bocc (Gemneu. r%.m) 2 I6 U EoLT Foru b D-Bot T 74 - /220 S Q = 194
~
Fx 4. F: -,
,g g
q fq4 + 1 - 0.544.I.O s
GHece L 2xu4 (h86) Fy = % ksi Myy = I,as[90)lc+5.7s(90)
S =.z47 yy
.fo3 fa-
- f-
'I b*
Gy
- 6 7
.. e
_,_ _ _s
_m CHKD.
DATE I
434h EST/ CONTRACT NO.
l!Tu G-.
17 -t f "6T.
l E 3 NPO W, dOkelQ1.
Txtwo cv Pmt lksen Hl6 6ce tur,. 4M6-r-4) zzxzA Deseo LeAbs i
F = s,s 'b F
tio 'b i
y z
-r - _ _ _
D
/YF 6e k D-%ur
(@sup. RS.is7s) 5x I ups 2
U -Bot T L. 4' Tq=l220 >llo a 'c A
w
{Fy CHetg /_ 2x2 x4 (4%,
XX ' bYY ~ 247 3"
_ 64 _
k'1'1 5.75{S'7G\\ c 55DGs'n.l$
Ny " Ac6 to)'
da3wl f
W?
N4-1 q
syy + ~ s Wo.0Ks t l..b Fy
=
el.kw Io-26-8G c[gE
,,] '
sue >EcT OVSTAL DtilER l[#JtT3
$HEET NO d>h OF 8
0^
o W6mr rt it. 86 Eg7-
'S{$jn[ct uo.
- - -_=,
l C,t El P/tX MlX L'I'E C Desp) oF IfA6METd:
N/7 L2xZx47 6
ib 4 /.
6, F
157 F = cs x
z
=/
2' CHECK O-BcLT [6MuetLI' 1Sh i
4 I
/
%= IZfo'b Yq ' 194 a
3 ) N~ g 'f
'6 Ft,
Fz_ c g,o W
T4
. _ _a p/
%9 IG7 46_,, o,gg L j,o 4
"q Y
IRA l22b bzues dece 42xexl4 U-BOLT 6xx =.247 in'5 d T[63)= 647r,<lb f "
'. 4
' 8 3 'Sl & ' b h "OI' 4 b
C//E-L' OELD Y*4(2fl')=8ln'
_g t
2.i %
s Ty=4@f2Y+4h=S4.67 i
2 2
/
/
l J =
Ix( +.r
= 42.(;7 ia 5
y
% = scg/ b -lb
/fr7 + 4.3 f (6(7YS N
= C21pt.i Ok y
8 4E67
'707' i
BYbdk DATE StJBJECT NM L lt)DD !l)IT 3
$HEET NO.hh OF CHKD.
DATE EST/ CONTRACT NO.
4{tt PC-("E-lT.*@
/
34[o
~
i t
s.S FTPitX. Mi m t'icl;_
DE9 M OF L AtMLTc h 18
, si 3
F'y-7s
l ZexzA Fy 576 lb (3
5 O
Ig i
F., = G S
[
gz F
CHLCxl242xN y
kl
= $'[s,751576)= Ss4 G-S y
Wy'G.75(65)=3'2C<N 6
x n
us 4
i6
- >xx-Syy 2018 g,g kSj z, $ G = gj, (, hs,
.247 OTHtT-ITEMS Af2E Acc PmBLE: By
/M SPECTIOO, l
8 0
SudJECT -bkDbML N
/1II 3 SHEET NO. 70 or CHKD, -
DATE EST/ CONTRACT NO.
NEIQ(
VO IE~$$
, ky)Q i
=.
c.s Fipon A,weins Dest;N OF NPE //NX567fS hl9 8NEO SI" (H2O)
(HM) c Fx = zao M Fyf ISO
[F 6
F = 390 A F
275
}
z z
"42 XZdf jy205 z
()-BOLT 2,A)O dictk )-BOLT (@UJNEu Fic,Isi (j4 tR 4"
F F
{ll(4) i
)
[x f
& l, O t
__h__
Jk + f 0,94/.o
=
1 Fr 30_, g,32 g,, o gf go)
Tf Izzo Qiecn & 2xax >
k{y ~
S.2s(590) = 2245 r.<-Ih
= @j = C7.1ksj 4.G F) = 2/A,l<si f
if 1048b%
BY bk DATE SUBJECT [ b N 7A b idT Ul)IT 8 SHEET NO. 7[ OF L
CHKO.
DATE EST/ CONTRACT NO.
WU9c s t.,2.g E P _i sg4g
5.~5 R PINC, AW A LMSt S PIPE FlAl#ER LoAb
SUMMARY
TADLE i
^
PIPE HANGER NO.
lll PIPINC SECT 10N1 M PIPE MoDEL SEQUEMCE NO.
5'l
}
WANGER REACTIDMS Lo4D CONT >iTiON Fx F
F Mx M
Mr
~
~
16 i
ld inlb in lb libib _
DEADWEl6HT 1895.
15 34.
TilERMAL Exr14.
/896.
/539.
OBE SEISMIC, 2 648 1406 ssE SEtSMlC.
t B4,8 t404 DW+TE+OSE 4638 34BS 154 +TE + SSE %C8 3482 i
4 av6ER c#/26/Sd, suostet CWSTALTWER UNIT 3-SHEET No 72 OF ATc CH KO.
DATE EST/CONTRAC T NO.
pggqc.
q.i 7. g(,
EME%Eto2V FEEBWATET.T1Mk 434 &
+
3=-r.
w
+r-e s--
,---..v w,--7m
-.-,,-w,,-o-m,-a-----
--.-----,e-
-.w,. - -
,r
5,3 B PlMC, AIJ A L4S.tS,_
i i
PIPE MAWGER LOAD SUMMAPY TAB E i
i PIPE Hr.NGElt No.
4%
PlPING SEL~ NOM I PIPE' MODEL SEQUEMCE }40.
36 HANGER REACTibt4S LOAD CoMblTION Fx F
F Mx My Mz
^
y 16 lb Id in.lb in Ib i'i ib DEADWElGHT
-476
-45 TilERMAL EY.tW4.
- 445
-46 i
OBE SElsMlC.
1/,09
.1387 SSE SE%MlC 1 697 t 458 DW+TE+oeE
-1579
-477 i
-l667
-528 e
i i
t BY [6k -
0 SUBJECT.C h [3 N \\C 7 \\V N dis)lT 3 SHEET NO. 73 OF
- CHKD, DALE EST/ CONTRACT NO, 1
4 der ir/rz/fs
_EMEMErmV FEEbW/EECMik 4344
s.s F1Pluc, AW Atssts PIPE lLAt&ER LoAb SUMMAFY T@LE PIPE H ANGER No, H2 PIP)t4C, SEiCT)OM A
PnPE MODEL SEQUEldCE NO.
16 HANGER REACTIDt4S LOAD CoWDiTION F,
F F
M My Mz y
t ilu_
it, 15 in-lb in-i6 in ib DEADWElG HT
-1081 497 TlERMAL E%rNA.
-2237 497 OBE SEISM lC.
1480 2 524-SSE SElSMIC i 6 31 1555
a...._...
DW+TE+oeE
-3 778 -1518 tw rrE t SSE
-3S49 -ls46 10/22 /8 6 BY kN DATE SUDJECT C h [$ T k ( M \\(I hldlTb SHEET NO.
OF CH KD.
DATE EST,/ CONTRACT NO, Q"9J p 6
(?/tf Md "EfsW FEmW/tMWk 43/(3 4
5.3 R PlMC, AN A LMS t S PIPE 14AMC,ER LoAb SUMMAPM TARLE PIPE H AN6Elt NO.
43 PIPING SECnOM 8/C PIPE" MODEL SEQUERCE NO.
30 H/\\NGER REACTIDMS LOAD CONblTION Fx F
F 14 M
M y
16 lh Id in-l6 in16 la Id DEADWEl6HT 7
- 206 8.
O.
C.
O.
TilERMht EM14.
-2
-47
- l 3.
O.
O.
O.
OBE SEISM lc 1 30 f101 3 43.
O.
O.
O.
SSE SEISMIC 35, 2103 149.
C.
O.
O.
= - -. -
- =.
DW+TE + CM 35
-35(o
- 64 1o/7d/96 er 626R o^TE sua;Ecr G/SML PtVG UNIT.3 sstET no75 or CHAD.
DATE EST/ CONTRACT NO.
Mt f f (Y 1.(h[,
. EMET 3%Ehet FEC.hATEET/Nk 434(,
i
5.3 R PlNC, AtJ ALME!S PlPE l1AbMER LoAb
SUMMARY
TABLE PIPE H ANGElt No.
- 4 PIPING SECnOM 8/C PtPE MODEL SEQUEb1CE 140.._. 65 HANGER REACTIDt4S LOAD Cont >iTioN Fx F
F, M
M Mz y
t ll, 16 is in-lb in ib in. ib CCADWElGHT
-27 C.
-9.
C.
O.
C.
TilERM AL Egtn.
O.
O.
O.
C.
O.
C.
OBE SEISM lC.
t 70.
O.
f43.
O.
O.
O.
SSE SELSMtc d T7 O.
i 49.
O.
d.
O, DW+TE+OSE
-97 o.
-52 0.
O.
o.
-104 o.
-58 O.
o.
O.
or 62;R oIf susacCT CWsTAL TtVW dtJtTS sHeerNo 75 or CHKD.
DATE EST/ CONTRACT NO.
i\\zwr i7/if/g.6 EMETSSEtaN FEEbWATEET/ ink 434(3
(
5.3 R PlMG AW ALMS.tS PlPE 14AWGER LoAb
SUMMARY
TABLE j
)
PIPE H ANGER NO..-
W 5 PIPING SECT 10M B/C PIPE MoDEL SEQuBRCE NO.
Ao WWGER REACTIONS LOAD CONblTION Fx F
F M
M Mr 16 Id 11}
in.lb in Ib 16 16 t
DEADWElGHT 71.
O.
57.
O.
O.
O.
TilERMAL ExtM.
O.
C.
C.
C.
C.
C.
l 1
OBE SEISMlC.
i 16 6 O.
?l39.
O, C,
C, sse seismic 2174-c.
t /45.
C.
O, O,
1 DW+TE+OBE 23G.
O.
1%.
O.
2o2.
10&&$
~'
BY [6k '
DATE SUBJECT [ h 8 M L M \\V k d NlT 3 SHEET NO. (( OF CHKO.
DATE EST/ CONTRACT NO.
ggc izfiz[fg f=METdEEhW FEEbWATEETANk 4346
,...-,..n----------~..n.,
+-
5.3 RPIMC, AN AL4StS d
PlPE 14AMGER LoAb
SUMMARY
TAB E PIPE H ANC4ER NO.
H$
PIPING SECnOM D
PLPE MODEL SEQUEMCE }40, 20 HANGER REACTIDMS LOAD CONblTION Fx F
E Mx M
M y
In_Id 16 lb 16 in-lb in-1 DEAbWEI6HT i - I.
- El4
-l.
TilERMAL Ep 15.
-257.
16.
OBE SEISMIC.
sse sElsMic t 74.
t 42.
t 75.
- Sc6.
89.
/0/P.LT6',
BY [M DATE
'SUDJECT O b 8 M L M l\\I N U NIT 3 SHEET NO. 7b OF hfieF 17ft[S FMEMEhxN R EbWATEET/hlk
[
[^
~
5.5 R PIMC, 4tJ ALMStS PIPE I4AMC,ER LoAb
SUMMARY
TABLE PIPE H ANGER No.
H7 PlPINf SECT 10M D
PIPE' MODEL SEQuEMCE NO, 56 MANGER REACTibt4S LOAD CONblTION F,
F F
Mx My Mz y
16 lb 11!
inlb in-_lb in lb CEADWElGHT 2-2.
TilERM AL EX.FfM.
-l.
' l-OBE SEISMIC.
SSE SEISM lc
! 59,
! 67.
58, yjgg s
DY h k OATE CUBJECT C.bST[\\L 7t\\)N dMIT3 SHEET NO.7h OF l
CHitO.
DATE EST./CONMACT NO.
}
4Eter it/r t[M
_EMEBEEbX'V FEEbWATEE17NR 4346 i
5.3 R PIMC, AN ALMS.tS PIPE NAMC,ER LoAb
SUMMARY
TAl!;LE PIPE H ANGER W.
H8 PIPlWGSECnOM b
PnPE' MODEL SEQUEMCE NO.
BE 14 ANGER FEACTIDMS LOAD CONblTION Fx 5ll3 ld in-lb in Ib in Ib F
Mx M
Mr 16 CEADWElGHT l.
O l.
TilERMAL EXiW4.
-)..
- f.
OBE SEISM lC SSE SELSMic r//8.
t //7, DW+TE+OBE
/I8.
II7.
DW +TE + SSE BY hk DA E SUBJECf..C b S Y k l $ l\\/ N d NIT 3 JHEFT NO.bb OF CHK D, DA E EST/ CONTRACT NO.
4%%f f 17fN
.EMEMENcv FEEbWATET.TdNk 4346
_.__._,_.,,...-,,,-m_,-,..,,
y
=.
t 5.3 TRPING AN ALMStS,
)
PIPER HAWGER LoAb suMMAPM TABLE PIPE H ANGER NO, H9 PIPING SECT 10hl D
PIPE MODEL SEQUEMCE NO.
l'8 HAMER REACTIDMS LOAD CONblTION F,
F F
Mx M
W i
y 16 16 Id ir,.lb in Ib in. lb EEADWElGHT
'l76 THERMAL EV,1%.
8, OBE SEISM lC, SSE setsMic 1 G3, 17&
t 93, DW+TE+OBE l
~ 75l.
43.
.5 i
e 1
f r
i f
)0/2&V8b BY h lk DATE gygjEC C b8Ykk
\\\\/
dMlT3 SHEET NO b! CF CHKO.
DATE EST/ CONTRACT NO.
IkT,.(P f fiP[tL[g FMETY,EtMV FEEbWATEET/Nk
-4346 1
u.svww.'m...p
.y, e
,.4--.
s,.~,+4
-,,-w+
-,,,.-,,,,y.~,--,-,$.,-
.,s.
,-,,,_,.mwe,
,y u
5. 5 F ) P I M C, A bl A L M S,t S,
PIPE FIAMC,ER LoAb
SUMMARY
TAEL.C PIPE H ANGER NO.
HIB PIPING SECT 10M, D PnPE MODEL SEQuP:
. E N O.
138 H/WGER REAcTIDt4S LOAD CONblTION Fx
.F F
Mx M
Mz 16 16 Id inlb in-lb in.lb y
DEADWEl6HT
-N/
-l.
TilERMAL EXPfN.
/,
/,
OBE SEISM lC.
SSE SctSMIC.
4 20.
~ Fo.
19, W
l CHKO DAIE /
EST/ CONTRACT NO.
Hgiec r2/v./rf FMET3?aENcv FEEbWATEE7dNk 4346
- 5. 5 : R PINC, AN A L4S,tS, PIPE.1-lAMC,ER LoAb
SUMMARY
TABLE PIPE HANGElt No, Hll PIPING SECT 10M D
PIPE MODEL SEQUEMCE NO.
G7 n
HAMER REACTIDMS 1
LDAD CONblTION Fi F
F Mx My Mz y
16 16 Id
'inlb in-Ib in-Ib DEADWEINHT
- 43.
-I.
THERMAL ExaH.
O
/.
[
OBE SEISMlC.
sSE SELSMIC t 24.
-6 7.
/8.
a Io/2W86 BY [6k DATE SUBJECT. C h S I k l M l\\/
LlMIT3 SHEET NO. 93 or
- CHKD, DATE -
ESTJCONTRACT NO.
-}\\q t 9c.-
12[tz[g4 E~ME2C,EhvW FEEbWATET.T/lMk 434(,
=
s.s F1Pluc, AN Atssis PlPE I-tAMGER LoAb
SUMMARY
TABLE
{
l!
PIPE H ANGElt NO.
.l!.12 PlPtNty SECTIOM D
PnPE 'MODEL SEQUEh10 E N 3. _ I67 WANGER REACTIDt4S LOAD CONblTION Fx F
F Mo M
Mz y
16 16 I!!
inlb in-lb in Ib DEADWEl6HT
-I.
- 4/.
TiHERMAL EXF#L.
/.
l.
.tfl, t,82, DW+TE+OBE
[
-72.
?
{-
i-BY $ k D
SUBJECT C SY k l 7 )\\) N dIjiT 3 SHECT NO.b OF CHKD.
dg;PC g[TEtL[6C EMEMEhY'.V FEEbWATritTBN_k 4346 DA EST/ CONTRACT NO.
5.5 R PlNC, AN ALMStS PjPE I4ANC,ER LoAb
SUMMARY
TABLE PIPE H AN6iER NO.
HIS PIPING SECT)OM D
PIPE MODEL SEQUEhlCE blO.
15 8 MAtJGER REACTIONS LOAD CONblTION Fx F
F Mx My Mr y
z 16 16 lb inlb in Ib jnIb DEADWEl6HT
-l.
- 43.
TilERMAL UXENA.
l.
O-DBE SEISMIC SSE SELSMic t 20.
1 S[.
-74.
10/28f8$
C hSTAL 7l\\lEkLjM M SHEET NO bh OF BY [$f(
DATE SUBJECT l
CHKD.
DATE EST/ CONTRACT NO.
vgset 3./a /86 EMEMEtw'V FEEDWATEETANk 43f./,
5.5 RPINC, AW ALMStS PIPE MANGER LOAD
SUMMARY
TABLE '
PIPE H ANGElt NO.
l4 PIPIN(g SECnOM E
RPE MODEL SEQUEMCE NO.
71
- WdNGER REACTIONS LOAD CONblTION Fx F
F Mx My Mz y
z 16-16 lb inlb
-in-lb in Ib DEAbWE16HT
' 26.
28.
THERMAL EXfM.
C.
O.
OBE SEISMIC.
.t G.
l wha /86 BY h k OATE 1,UBJECT bWSTAL Pl\\l@ UNITS SHEET NO. h OF t
.\\(> p t[$-
f MEMEMcV FEEbWATE1CTMNK
(("'
5.3-RPlMC, AN AL4StS PIPE NAM 6ER LoAb
SUMMARY
TABLE PIPE HANGER NO.
I5 PIPING SECT 10M E
BPE MODEL SEQUEMCE NO.
41 MANGER REACTIONS LOAD CONDITION Fx F
F Mx My Mz y
16 16 Id in-lb in-Ib ia Ib i
DEADWE16HT
- 4.
- 4.
THERMAL EXBH.
C.
C.
OBE SEISM lC.
SSE SELSMtC.
- 245, t.SR.
-47
-45
~
Io/28(8G>
BY [M k -
DATE SUBJECT bbbIkl MI\\)k [lNIIh SHEET NO. b7 OF 7fB4 EMEMErWN FEEbWATEETUNk
^ "~
,)((
t
5.3 R PlNC, AW ALMStS PIPE WAM6ER LOAD
SUMMARY
TABLE PIPE H ANGElt No, H6 PIPING SECrlOM l~
PIPE MODEL SEQUEb1CE. blO.
16 HuhER REACTIONS LOAD CoirDITION Fx F
F Mx My Mz y
16 16 11!
in-lb in-Ib inlb DEADWEIG HT
-l32.
8.
TilERMAL EXFrn.
-16 0.
OBE SEISMIC SSE SEISh{lC if85.
3 /o/
-675 109 DY h k SUBJECT CWSTAL TlVQ UNITS SHEET NO. b OF W '"ser f^/&/r s u e s s e re m m a ""tg^g'" -
i 1
5.3 R PlMC, AN ALMSiS PIPE 14 ANGER LoAb
SUMMARY
TABLE PIPE HANGER No.
MI7 Pl PING SECn0M 6
P PE MODEL SEQuEMCE NO.
56 HANGER REACTIONS LOAD CONblTION Fx F
F, Mx My Mz y
16 lb l$
in-lb in-Ib in Ib DEADWElGHT
-15.
4.
TilERMAL ExFM.
- 33.
O.
.t S 7.
-157.
(os.
l l
10/28/96 BY h k DATE -
SUBJECT CMSI[\\L Ml\\/Ek UNIT 3 SHEET NO.bh OF
- CHKD, DATE EST/ CONTRACT NO.
wwc tt-it[$
FMEMEhtV FEEbWATERTdNk 434 6
+ -
5.3 R PlMC, AN AL4S.ts, PIPE HANGER LOAD
SUMMARY
TABLE PIPE H ANGEIt NO.
4IB PIPlN(5 SECT 10M
-G PIPE MODEL SEQUEt4CE 140.
90 HAMGER REACTIDt4S LOAD CONblTION Fx F
Mx M
Mz 16 1
Id in.lb in-Ib ia.lb DEADWEl6HT
- 9.
- 4Id.
6.
TilERMAL EXfpH.
4.
- 6.
O.
OBE SEISM lC, SSE SELSMIC t 70.
1/55.
-75
-sg 43.
l-i 1
I lDATEO/28l8(o DY [$ k SUBJECT CWSTAL Pl\\)@ UMITS SHEET NO.
b OF l
~
CHKO.
DAT EST/ CONTRACT NO.
l4Ger tr[T [64.
EMEMErmV FEEbWATED7lNk 43Q
- 5.}; R PIMC, AN AL4 Sets '
PIPE MAWGER LOAD
SUMMARY
TABLE
- PIPE H A NGER _ NO, 419 PIPIN(SEL~T10M
'G PIPE MODEL SEQUEb1CE NO.
12 5 HA%ER REAGTIDMS LOAD CONT >lTION Fx fy F
M My Mz t
16 16 in lb in-Ib iq Ib
+
DEADWEl6HT
-30.
-82.
TilERMAL EXPJH.
O.
-I.
OBE SEISM lC sSE SEtSMtc t /00 t 142.
- / 30.
-275.
e toke /86 BY [6 k DATE SUBJECT CWSML T1\\l@ UMITS SHEET NO.
[OF CHKD,/W r/ / 3/g EMEMEhr# FEEbWATEETUNk 4346 DATE ESTJCO'fTRACT NO.
iths
5.3 R PlMC, AN A L4 sis, PIPE l-lAMC,ER LOAD
SUMMARY
TABLE PIPE H ANGER NO, HfD PIPINC SECTIOM 6
PIPE MobEL SEQuEMCE NO.
/50 flAtJGER REACTIDMS LOAD CONDITION Fx F
F Mx My Mz y
16 16 Id in lb i n-ib ia Ib i
CEADWEIGHT 69.
/E/o.
TitERMAL EYFfM.
-I.
l.
OBE SElSMlC.
SSE setsMic t 190.
259
~
36(o, 10/2W8(o BY [6k OATE SUBJECT ( Y8Ikk 3 \\\\)e'~-k [)NlT3 SHEET NO.h2 OF CH KO.
DA EST/ CONTRACT NO.
1.1 G(f 6 (T[AT tt M PMEPC,Ehx'V FEEDWATEETilNk 4346
5,3 R iblMC, AN AL4StS PIPE HAMChER LoAb
SUMMARY
TABLE YlPE HANGER No, W2l PIPINC SECDOM
-N PnPE MODEL SEQUEMCE blO.
30 MANGER REACTIONS LOAD CONblTION Fx F
F Mx M
Mz y
16 16 Id in-lb in-Ib in-lb DEADWE16HT
-122 TilERMAL EXFfM.
2
.O l
OSE SEtSMlC.
kSE gel %MIC.
1/c? _ 128 2 4/-
/
-/50 45 IW28/8(o BY [6 k DATE bh8Ykl 3l\\)
Ll NIT 3 SHEET NO. b OF SUBJECT l
CHKO.
DATE EST/ CONTRACT NO.
w eg vz/iz/8'.
EMEMEhv'N FEEbWATEET/lNk 434.(,
. ~... _. _..
,t 5!S BPiktc, AN ALMStS
- PIPE FIAW6ER LOAD
SUMMARY
TAB E 3
PIPE FI ANGER NO, M22 PIPIN(z SEL~TIOM N
PnPE MODEL SEQUEMCE NO.-
54 HANGER REAGTIDMS LOAD CONblTION Fx F-F Mx My y
16 16 Id inlb in-Ib in lb
_CEADWEtGHT C
-21 O-1 TilERMAL EXFM, Q
b O
~
'OSE SEISM lC,
-1.
ssE setsMic o
.? 22.
2 22 DW+TE+OBE e
'O
-43 22.
i 10fl8l8(a BY hl DATE b.
[sIkl
\\\\/
dNIT3 SHEET NO.
OF SUBJECT
- CHKO, DAJE ESTJCONTRACT NO.
- g3pC gyt %
EbA&C,EhrV @EbWATE1CT4Nk 4346
5.3 R PlMC, AN ALMStS PIPE HAMC,ER LoAb SUMMAPN TABl_E PIPE H ANGER NO.
M23 PIPIT 4q SECTIOM b
pnp E' MODEL SEQUEt4CE NO.
~
FLANGER REACTIDt4S LOAD CONblTION Fx F
F, Mx My Mz y
16
!b l$
in-lb l in-Ib in. Ib DEADWE16HT O
-20 0
TilERMAL EXFrn.
O O
O i
OBE SEISMIC.
SSE ' SEISMIC 2 12, 1 l2, DW+TE+OBE DW +TE t SSE O
-32 12 l
lofte/8(o BY $$l2 SUBJECT.bh8I/\\l MI\\/N dtdlT3 SHEET NO.
OF DATE CHKO DMATt[$ PMEBEELc/ FEEbWATEETUNk 4346 EST/ CONTRACT NO.
i
5 5.5MPlNC, AN ALMStS PIPE-I-lAMGER LoAb SUMMAPM TABl_E PIPE :H ANCER NO.
M24 PIPINC,SECnOM N
- PIPE MODEL SEQUEMCE-NO.
~/4 MANGER REACTIONS LOAD CONblTION Fx F
F Mx My Mr y
16 16 Id inlb in-Ib in lb DEADWEl6HT
-22 TilERMAL E%iTN.
O O
$20 DW+TE+OBE DW +TE t SSE T3. - 42.
/0/28/66 BY [6(2 DATE SUBJECT C SML PlVW UMITS SHEET NO.hh OF CHKO.
DAIE /
ESTJCONTHACT NO.
atfrf ale (%
1MEMENW FEEbWATEET4Nk 43 %
5.3 R PIMC, AN ALMStS PIPE HAMC,ER LoAb
SUMMARY
TABLE PIPE HANGElt NO, Nf6 PIPINC SEGON N
PIPE MODEL SEQUEb1CE NO.
78 WAMGER REACTIDMS LOAD CONblTION Fx F
F M
M Mz t
i 16 lb Id in-lb in-Ib in Ib CEADWEt6 HT
-19
(
TilERMAL EXFtM.
O O'
.? l4 DW+TE+OBE DW +TE t SSE IS
-33
/0/28/8G BY bMk DATE SUBJECT C 3M( M\\V dNIT3 SHEET NO. h7 OF CHKO.
DATE EST/ CONTRACT NO, agM n,/t z[8f-EMEMEhYN FEEDWATEETMNk 4346
l t
il ATTACHMENT G FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 1
DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 p
LETTER ON GROUNDING RESISTOR p
d
f' NEED FOR EDG GROUNDING RESISTOR FOLLOWING A SEISMIC EVENT Introduction The. generator neutral grounding resistor on the emergency diesel generators (ECDG-1A and ECDG-1B) is presently not included on the Safe Shutdown Equipment List _ (SSEL) for resolution of Unresolved Safety Issue (USI A-46).
The FPC Plant Specific Procedure (PSP) for Seismic Verification of - Nuclear Plant Equipment recommends that this generator neutral grounding resistor be included on the SSEL. This paper addresses the need for this component to be-included in the SSEL.
Diicussion While the generator neutral grounding resistor is important for the protection of the EDG from faults, it is not necessary for operation of the EDC.
If the generator neutral grounding resistor were to fail in a seismic event, there would not be a subsequent failure of the EDC.
The EDG would still be capable of performing its safety function.
This is true regardless of the failure mode of the resistor (i. e., neutral shorted to ground, neutral intermittent to ground, or neutral open circuit to ground).
If a seismic event were to occur with a resultant loss of off-site power, the large non-safety related portions of the electrical system would be disconnected from the safety related portions by the undervoltage relaying.
The EDG would start to supply the safety related loads, Since all of the safety related switchgear, motor control centers, and loads are seismically qualified, there is no reason to conclude that there might be electrical faults as a result of the seismic event If the EDG neutral shorts to g, C.
the protective relay functions will be maintained and will not tri p, as hwh the fault level will go up should a subsequent fault occur i.e. equipment protection will be degraded.
If the EDG neutral fails open, the power system will " float" (undefined voltages with respect to-ground). The ground fault prctection will not function. With the ground resistor open, a subsequent fault to ground on one phase will establish a new phase to ground reference for the power system but the system will continue to function. The result could-be that the voltage of the other two phases (with no ground fault on them) will be higher with respect to ground than normal. The voltages with respect to ground of the ungrounded phases will be approximately 1.73 times the nominal system voltage to ground.
Ground faults could also result in slightly unbalanced voltage between phases which, if excessive, results in additional losses (heating) in the equipment.
The loss of the EDG ground fault protection function as a result of the failure of the generator _ neutral ground resistor, while undesirable in the sense that it degrades the ground fault protection l evel, does not affect the EDG's capability to' perform its safety function. It should be noted that with - the ground resistor functional, a ground fault will result in tripping of the EDG output breaker and loss of one train of the Class 1E power system.
Standards 1;
IEEE Std 308-1980, IEEE Standard Criteria for Class 1E Power Systems for Nuclear Power Generating Stations, is very general and does not indicate l
a
-n
whsthir a dics21 g:narator grounding resister is a safety relatsd (Class 1E) component-of the Class IE power system. The classification of individual components is left to the designer based on the application of the definition of Class 1E.
The ' definition of. Class IE in IEEE Std 308 reads-as follows:
The safety classification of the electric equipment and systems that are essential to emergency reactor shutdown, containment: isolation, reactor core cooling, and
. containment and reactor heat removal, or are otherwise essential in preventing significant release of radioactive material-to the environment.
There is a footnote associated with the above definition that r : 2ds as follows:
Users of this standard are advised that " Class 1E" is a functional' term.
Equipment and systems are to be classified Class 1E only if they fulfill the functions -
listed in the definition.
Identification of systems or equipment as Class 1E based on anything other than their function, is an improper use of the term and should be avoided.
The functions of a diesel generator grounding resistor _ fall outside the definition of Class 1E. Similarly, the resistor falls outside of the definition for safety related components. The diesel generator and the Class 1E power system will function whether the resistor is intact, open-circuits, or short-circuited. -The resistor only performs a significant function in the event of a ground fault and the function is the minimize equipment damage. This is not a Class 1E or safety function.
2.
The body of IEEE Std 387-1984, IEEE Standard Criteria for Diesel-Generator Units Applied as Standby Power Supplies for Nuclear Power Generating Stations, is also silent about grounding resistors.
However.
Appendix B to IEEE Std 387 provides an " Example of aging and aged equipment testing". Table 81 " Examples of Nonsafety Components" lists the " neutral grounding transformer / resistor " Appendix B states: "For each of the items in table 8.1. seismic analysis or testing is docuraented to ensure there will be no interference with the safety related function of other components." The important operative word in -this sentence is
" interference." Thus, we must ensure that a seismic induced structural failure of the grounding resistor will not result in damage to some other component in the area that is safety related Conclusion While it is not desirable to operate an electrical component without protection from faul ts, it is not mandatory for the component to perform its safety function. Therefore, the grounding resistor should not be added to the SSEL.
/%
V Donn K. Kelly 9
Jeffrey S. Endsley Senior Nuclear Engineer NOE Electrical Supervisor
ATTACHMENT H l
FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 1
MEMO ON " RESOLUTION OF QUESTIONS REGARDING POSSIBLE MIS-CLASSIFICATION SSEL EQUIPMENT" l
i r
i
Pmerammatic Solutions. Inc.
M97-1211eDOC 24 Wmitane Avenue. sune 12 Northput New York 11768
. f el: $10 261 $$%
Fan $16 261 $732 MEMORANDUM TO:
- Glenn Pugh FROM:
Don Rutherford, Harry Jolinson DATE:.
December 11,1997
SUBJECT:
Resolution of Questions Regarding Possible Mis-classification SSEL Equipment -
INTRODUCTION During the recent on site NRC A-46 Audit, the NRC walkdown team reviewed the PSP SEWS for transfer switches VBXS 1 A through VBXS-1D and. questioned their classification as Equipment Class 2 (Low Voltage Switchgear).
OBJECTIVE The objective of this Memorandum is to address the classification of these equipment items and to perform an extent of condition review of the SSEL items to assure that no items are incorrectly classified.
REVIEW OF THE SSEL A review of the SSEL equipment tag identifiers and equipment descriptions versus equipment class was performed per the NRC concern. For most items on the SSEL the classifications are straightforward (i.e., a pump is a pump); however, the review of the SSEL revealed that the
' followinD equipment were identified as equipment where the classification may be goestionable:
Saquence Classified As DPXS-1 470 2
MTXS 1 606 2
MUXS 1 481 3
VBXS-1 A 523 2
VBXS 1B 524 2
VBXS 1C 525 2
VBXS 1D S26 2
VBXS-1 E -
527 2-
. VBXS-3A 528 2
VBXS 3B 529 2
VBXS 3C 530 2
VBXS-3D 531 2
All of these items are switches, primarily manual transfer switches, and include the items identified by the NRC (VBXS 1 A to VBXS 10). The SSEL consistently classified all of these items as Low Voltage Switchgear (Class 2) or Medium Voltage Switchgear (Class 3) based upon the capacity of the switches.
Page 1 1
9-
Dif>CUSSION OF THE ISSUE A review of-this type of equipment (transfer switches) and possible alternative classifications for it was performed. The " Summary of the Seismic Adequacy of Twenty Classes of Equipment Required for the Safe Shutdown of Nuclear Plants", EPRI NP 7149 D, was reviewed in detail for.
j descriptions of the types of components present in each of the potential Equipment Classes.
)
The data (SEWG notes, CMIS, walkdown photographs and drawings) for each SSEL item above were then reviewed to determine which description best fits the item. The difficulty is that while transfer switches externally resemble Class 14 (Distribution Panels) or Class 20 (Instrumentation ano Control Panols and Cabinets) equipment (for example, VBXS 1 A is a wall mounted NEMA type cabinet 36" x 30" x 16" weighing about 80 pounds), the internal components of transfer switches are representative of Class 2 or 3 eouipment (Low or Medium Voltage Switchgear). For VBXS 1 A the internal components include solid state devices, p.c.
boards, etc., which are not typical Class 14 components, and transfer busses which are not typical of Class 20.
This question was discussed with industry experts including Richard Stark of MPR, Jim White of EQE, Jack Connully of Duke Engineering and Services and We. iter Djordjevic of Stevenson &
Asst. lates, it is apparent that while transfer switches are well represented in the SOUG database, the equipment classification of transfer switches is a common question. However, the consensus opinion of the industry experts is that the classification as a low or medium voltage switchgear m preferable, it is noted that for some plants transfer switches are classified as Class 14 or 20 rather than 2 or 3.
It is concluded that the FPC classification is appropriate; however, to examine any potential differences in walkdown results based on use of Equipment Class 14 or 20 rather than 2 or 3 are discussed in the following section.
POTENTIAL DIFFERENCES USING EQUIPMENT CLASS 14 OR 20 Based on review of the items in question and the discussions with industry experts, it would be possible to classify these items as either equipment classes 14 or 20. Although the current s.assifications are considered to be appropriate, the consequences of using the alternative 4
classifications (Class 14 or 20) are examined in the following paragraphs.
To determine the potential differences from classification of these transfer switches as Class 14, the SEWS for both Eq. Classes 2 and 3 were compared with Eq. Class 14 SEWS, This comparison shows the Anchorage Caveats (2) and the Interaction Effects Caveats (5) are identical, while for the Bounding Spectrum (BS) Caveats only one of the six Eq. Class 14 BS Caveats (Number 3, " Wall or floor mounted NEMA enclosure?" ) differs from the Eq. Class 2 or 3 BS Caveats (although both Eq. Class 2 or 3 have additional BS Caveats not applicable for Eq.
Class 14). Both Eq. Class 2 (8 BS Caveats) and Eq. Class 3 (9 BS Caveats) include the caveat
- " General configuration similar to ANSI C37.20 Standards?" which does not appear for Eq. Cl.
-14. It appears that the SRT was aware of the classification of the equipment issue since review of the SEWS-from the original-walkdown for VBXS 3C and DPXS-1 had the words MS1 C37 20 crossed out with NEMA written in. Note that if class 14 were used the depth of the NEMA type cabinet (16") would be greater than the GIP limits of 12": however, the cabinet weighs only 80 pounds and the slightly larger depth would qualify as " meets the intent" of the GIP.
4
. To determine'the potential differences with classification of these transfer switches as ' Class 20, the SEWS for both Eq. Classes 2 and 3 were compared with Eq. Class 20 SEWS. This comparison shows the Anchorage Caveats (2) and the Interaction Effects Caveats (5) are again Page 2
- id:ntical, whila for tha Bcunding Sp:ctrum (BS) C v ats cnly thren of tha cight Eq. Class 20 BS' E
Caveats differ from the Eq. Class 2 or 3 BS Caveats (although both Eq. Class 2 or 3 have additional BS Caveats not applicable for Eq. Class 20). The different caveats are Number 2,
" Steel frame and sheet metal structurally adequate?", Number 4 "Drawere and equipment on slides restrained from falling out?", end Number 5 " Attached lines have adequate flexibility?".
A review of the items in question was performed to be sure that the conclusion reached if Class 14 or 20 SEWS were used does not differ from the current conclusions. A review of the CMIS data, drawings and walkdown photos was performed for all of the items in question to assure that consideration of the Class 14 Bounding Spectrum Caveat Number 3 or of Class 20 Bounding Spectrum Caveats 2, 4 or 5 would have no adverso consequences.
Based on the review summarized below it was concluded the answer for these caveats would be "Yes".or "N/A" for all of the items in question:
Class 14 Class 20 item BS 3 BS 2 BS 4 BS 5 Information Reviewed / Conclusion DPXS 1 Y
Y N/A N/A Drawing FS126 599: NEMA type cabinet MTXS.1 Y
Y N/A N/A Drawing HS259 483; NEMA type cabinet MUXS-1 Y
Y N/A N/A Reviewed Roll 27 Photo 28 from walkdown, shows NEMA type cabinet VBXS-t A Y
Y N/A N/A Drawing 011C18516: NEMA type cabinet from to 1D (Solidstate Controls. Inc.)
VBXS1E Y
Y N/A N/A Reviewed Roll 25 Photo 7 from walkdown, show.- NEMA type cabinet.
VBXS 3A Y
Y N/A N/A Drawing 011C24297 (E4682) shows NEMA to 3D type cabinet (Solidstate Controls, Inc.)
t Therefore, even if the rtems had been classified as Equipment Class 14 or 20, the conclusions reached by the SRT would not have changed (i.e., no new outliers).
CONCLUSION Based on review of the NRC concem it is concluded that:
After review of the FPC SSEL for instances of possibly misclassified equipment only the above identified items were noted.
Since these items were concluded to be correctly classified there is no extent of condition issue.
A review of the complete SSEL determined a total of 12 SSEL items (transfers switches which include the NRC idantified items VXBS-1 A, -18, -1C and -10) for which the Equipment Classification might be in question. After in depth review of the GIP criteria and discussions with industry experts it is concluded that the FPC classification as Equipment Class 2 or 3 (Low or Medium Voltage Switchgear)is correct.
Even if the possible attemative classification (Class 14 or 20) were used for the identified items, a review of the available data in the walkdown files (drawings, CMIS excerpts and walkdown photos) confirmed that the results of the walkdown would be the same; i.e., no new outliers or changes in outlier condition would result.
Page 3
ATTACHMENTI FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 DISCUSSION ON SPECIFIC CABINET INTERNALS AND WEIGHT CONCERNS l
l l
l l
L
_ ~
u
-.U.'S! huclear Regulatory Commissioni L Attachment I =
.Page1of3
' ~
qw 7\\@
This Attachment is intended to address specific NRC caveat concerns. These concerns are limited:
l
- only to the components listed below.-
? ATJP-1:
This is the Anticipated Transient Without Scram Logic cabinet located in the Control Complex,.
Elevation 124', EFIC Room Ci The PSP currently notes this component as being acceptable.
The 1 was an outlier on this cabinet due to a missing bolt on a UPS unit. This outlier has since been resolved by installing the missing bolt. However, during the NRC A-46 audit, a concern was -
raised where one of the logic boards had an excessive cantilever length off the main vertical-support frame.-
- FPC contacted Mr, Walter Djordjevic of Stevenson and Associates, and Mr. Harry Johnson of
? Programmatic Solutions, Inc. to discuss this concern. Both of these national SQUG experts
! agreed this was not'necessarily a concern. Both ag eed there is no specific _ GIP caveat that
- addresses a review of the cantilever length. However, to further verify this equipment the following simple calculation was performed.
Field measurements show the logic board to be 11" deep x 171/2" wide x 7" hig!t The board is attached to the metal uprights by four 1/8" diameter screws. The screws are 4" on-centers. The
. g#
screws are screwed into drilled and tapped holes on-the uprights.
The upright members
~
themselves appear robust and arejudged to be adequate for the bending loads. See attached field sketches.
.If the center-of-gravity (CG) of the board is assumed located at the geometric center the board.-
FPC guidelines show a Reg. Guide 1.60 peak acceleration of 0.157 g (SSE, 5% Damping). SSE is twice this, or 0.314 g.' FPC guidelines further show an inmabinet amplification factor of 12.0 for this location Therefore, in cabinet acceleration = (12.0)(0.314 g) = 3.77 g. Further assume vertical is 2/3 horizontal, or (2/3)(3.77 g) = 2.5 g. The maximum screw load is then:
- screw load = [(l1"/2)(1+2.5 g)(DW) / (2 screws)(4")) + [(3.77 g)(DW)/4 screws) screw load = ' 3.35 (DW)
' Field inspection shows the screws are 1/8" diameter. The tensile stress area is assumed to be (per AISC) = 0.7854(D-(0.9743/n)^2. Or, (0.7854)(0.125-(0.9743/32)^2 = 0.007 in ^2.
Assuming '
mild steel screws at 36,000 psi, the maximum capacity is (0.9)(36,000 psi)(0.007 in^2) = 228 lb.
1Therefore, the muimum'DW-the logic board can be is 228/3.35 = 68 lb. Based on field inspection and engineering judgment, the actual weight of the logic. board is-around 50 lb.
(conservative).:
o'4
. i....
~-
1L
U.S. Nuclear Regulatory Commission -
Attachment I 3F1297-24
~
Page 2 of 3 (Q
n FPC mair.tains this equipment is adequate based on thej idgment of the SRT. No further action is requirei MTSW-3A and MTSW-3C:
These two components are the 480V Turbine Auxiliary Bus (MTSW-3A) and 480V Reactor Auxiliary Bus (MT5W-3C). They are located in the Turbine Building, Elevation 95. FPC has already included these on the post restart outlier list because ofiack of anchorage.
During the NRC A-46 audit, a potential concern was raised regarding the use of the ceramic insulators for electrical equipment. The ceramic insulators are used to insulate the bus bars.
Our PSP SEWS did not specifically address the ceramic insulators. The walkdown team is well aware of the issues related to ceramics. The original walkdown did consider the ceramic insulator concern if the ceramic insulator was judged to be a concern, then it would have been documented and addressed.
These cabinets are currently energized therefore, accessibilit, was limited. Therefore, FPC has
.r reviewed photographs taken during the original wa!kdown. FPC further consulted with the above industry experts on this specific concern. Based on the review, the length of the ceramic insulators were determined not to be too excessive (approximately 4"). Therefore the lead path does not appear to substantially load these insulators in any type of bending moment. Therefore, based on FPC's and industry experts review, the as-found condition of the ceramic insulators were found to be acceptable and no further r ions are required.
MTSW-2E and MTSW-2F:
These components are 4160V ES switchgear cabinets. They are located in the Control Complex, Elevation 108' During the NRC A-46 audit, a concern was raised where a transformer unit is insta!!cd in a separate cabinet which is bolted to the top of tlie main switchgear cabinet. The NRC felt this is an outlier since the attached weight exceeds 100 pounds. The GIP SEWS state that an outlier exists if any attached weight exceeds 100 pounds per cabinet bay. The NRC feels this transformer exceeds this caveat limit.
For information, a copy of the completed PSP SEWS is attached for reference. This verifies the potential transformers were reviewed by the FPC SRT. Also attached is some recent photographs ofMTSW-2F.
U.S. Nuclear Regulatory Comnussion Attachment I 3F1297-24 Page 3 of 3
~(<
The SRT for FPC did examine these potential transformers and verified adequate anchorage connecting the transformer to the main host cabinet. Therefore, there is adequate load path from the transformer cabinet down to the main cabinet. Since, the transformer is mounted on top of the cabinet, the result is a higher center-of-gravity (CG)in the host cabinet. This has the potential to increase the load on the anchorage. Ilowever, Calculation S97-0541 (included in Attachment i
A) shows there exists a large margin in the anchorage capacity for this type of equ pment. The i
margin shown would envelop any increase moment due to a higher CG.
In addition, these cabinets are FPC's 4160V safety related Essential Semce (ES) switchgear cabinets. These transformer cabinets are shown on the vendor drawings therefore assume part of original procurement.
J Therefore, FPC maintains these cabinets are acceptable, and no further action is required.
I i
8 i
T
ATTACHMENT I FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 i
DISCUSSION ON SPECIFIC CABINET INTERNAL AND WEIGHT CONCERNS l
I UNRESOLVED SAFETY ISSUE A-46
~.
-.=..
STATUS:
Y
^
SCREEMfMG EVALUATf0M WORK SHEET (SEWS) i
--Equip.-ID Nois ATCP-1
. Equip.-Class: 10~ Instruments and Control-Panels' apd-Cabinets-IEquipment
Description:
ANTICIPATED TRANSIENT WITHOUT SCRAM LOGIC CABINET Location:1 Bldg.. CONTROL FloorI El.-124
_ Room, Row / Col EFIC ROOM C
-Manufacturer,/Model,- etc (optional) Y-E-P Industries' CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk
(*)- thosel caveats which1 are met by intent without meeting the specific wording of the caveat rule and explain the-reason for this conclusion in the COMMENTS section below)-
- 1. ' Equipment is included in earthquake experience equipment class?
Y
-2.
Steel frame and sheet metal structurally adequate?'
Y 3.
Adjacent cabinets-or panels which are-close enough to impact, or N/A sections of multi-bay-cabinets or panels, are bolted together if they contain relays?
4.
Drawers and equipment on slides restrained from falling out?
Y 5.
Attached' lines have adequate flexibility?
Y 6.
Relays properly installed and supported?
Y Anchorage. adequate (see checklist below for details) ?
Y g.
8.
~Have you looked for and found no other adverse concerns?
Y Is the intent of all the caveats met for Bounding Spectrum?
Y ANCHORAGE 1.
. Based on walkdown inspection and judgement, is the installation and factors affecting anchorage capacity adequate?
Y
-2.
Have you looked for and found no other adverse concerns?
Y Are anchorage requirements met?
Y INTERACTION EFFECTS 1.-
Soft targets free from impact by nearby eq dpment or structures?
Y
.2.
.If equipmentLcontains relays, equipment _ free from all' impact by N/A nearby-equipment or structures?-
- 3. -Attached lines have' adequate flexibility?
Y Ev luatediby: h MM Date:
/ 0/20/9 7 Evaluated by: [
&!I#!97
'Date:
-601:
Rev.: 1-u.
9 STATUS:
Y FCP,EENfMG EVALUATf0N WORM SHEET (SEWS)
Equip. ID No.: ATCP-1 Equip, Claas: LQ inAtJamyttj! and Control Panels and Cabinets 4.
Overhead equipment or distribution syctems are not likely to Y
collapse?
5.
Have you looked for and found no other adverse concerns?
Y In equipment free from interaction effectc?
Y IS EQUIPMENT SEISMICALLY ADEQUATE 7 Y
f&MMENTS; Ibs "N" SOLA UPS (tag AN) on second shelf from bottom is secure with only 1 bolt.
Bottom SOLA UPS is secured (bolts go into tapped support).
RESOLUTION ("H"):
Missing bolt was installed per Work Request NUO344792.
Als See note on VETR-4D on pad, lil E li
',1 f1 23 Photo # 5 Rol1# 23 Photo # 6 Rol1# 23 Photo # 7 naik 23 Photo # 8 Rol1#
Photo #
Roll #
Photo #
SILHArd/L6)
Fod Ri% c LO T(O N OuLY Evaluated by:
8% Id V cw Date:
10/7.0/97 H
Evaluated by:
[gd Datc: _ /c &
601 Rev.: 1 e
DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 sw
/ d 7 a w t.a oton, w.o vo.t.
atvisan at, w.v. w ia (EM ArrMcHMfW
/Tcf-f SEC. DE TAIL 1 lA (TN b A
p
}x,.l g
7 s
4 4
j 4
9 4
6 S
4
~
4 1
s 1
e f
I 4
e t
- n V2."
+
4 4
e e
t f
I i
4 4 -.
. N;
.4 3
Pl.At1 VIEW 4
1 i
4 I
-i 6
i 4
4 4
+
4 4
+
t -,
4 g
, -i..
3 i
i l
l i
s 4
+
6 4
-4 2
I M8 000 0F1
DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 2
I sheet of
'CCVWINT ID(NitFCATCN NUWS(R R(VLS60N RtpWAMSP NUWD(416Lt L
Sf&T
/)rrdf##Of~
/f7T/ /
~
4 occEp FLV.5p yyid,0U.TEC FA( E. OF FR^mC.
' 4-s
'/B"f St.R h N I4 bRsLLCb { TAPPE0.
e a
i 6
WM H t fL 4
4
-4.-
y e
4 e
s a
4 t
g i
1 l
4 4
t 6
i i
t j
i
' 4 1
l e
e 4
f 3
t 4
1 W
D ETAIL I 4
-i 4
i
+
e s
+
i p -.
e 4
, 5 l
4 s
g-I F
i j
g l
I-I i
4 s
i i
I
.i 4
i i
1 i
i
&M 900 871
9"""'""
DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 J
of r T
Sheet avutwt eotawcateo., =vusia atvision aavuaw uvuotwas
$7~C')-/
SRVs A rr+c///vl~Af~
oooooooeooooooeoooooo d
nt O
i e
a
.{
. g s,
n o
m D
.1 F
g 1,.
."D th
.L7
=
.o A
g m
[,m g
q.
g 3
},
O g
Q g
g y
.g z y o
D eM 4
I l
g
.s
}
b g.
g.
1
- 1..
- gy;
.pj(
4"
=
l I
f o o o o o o e-o o o o o o o e~o-o o o o o i
i 1
000 SFt
1 Revisicn 2, Corrected 6/28/g1 Status Y N U l
EREttLING EVALUATION WORK SHL[I (SEWS)
Sheet 1 of 2 Equip. ID No.
Equip. Class _20 - Instr. & Control Panels & Cabinets Equipment Description Location: Bldg.
floor El.
Room. Row / Col t
l Nanufacturer Nodel Etc. (optional) 1EISMIC CAPACITY VS DEMAND 1.
Elevation where equipment receives seismic input 2.
Elevation of seismic input below about 40' from grade Y N U 3.
Equipment has fundamental frequency above about 8 NZ Y N U N/A 4
Capacity based on:
Existing Documentation DOC Bounding Spectrum BS 5.
Demand based on:
Ground Response Spectrum GR$
1.5 x Bounding Spectrum ABS Consery. Des. In Str. Resp. Spec.
CRS Realistic N Ctr. In Str. Resp. Spec.
RR$
Does capacity exceed demand?
YNU i
LAVEATS - BayNDING SPECTRt)fl (Identify with an asterisk (*) those caveats which are m;t by intent without meeting the specific wording of the caveat rule and explain the reason for this conc' usion in the COMMENTS section below) 1.
Equipment is included in earthquake experience l
equipmeu: class Y N U N/A 2.
No computers or programmable controllers Y N U N/A 3.
No strip chart recorders Y N U N/A 4.
Steel frame and sheet metal structurally adequate Y N U N/A 5.
Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or panels, are bolted together if they contain essential relays Y N U N/A 6.
Drawers and equipment on slides restrained from falling out Y li U N/A 7.
All doors secured by latch or fastener Y N U N/A 8.
Attached lines have adequate flexibility
- Y N U N/A l
9.
Anchorageadequate(Seechecklistbelowfordetails)
Y N U N/A N
- 10. Relays mounted on equipment evaluated Y N U N/A 5 11. Have you looked for and found no other adverse concerns?
Y N U N/A is the intent of all the caveats met for Bounding Spectrum?
Y N U N/A A!iGH0 RARE 1.
Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation)
Y N U N/A 2.
Type of anchorage covered by GIP Y N U N/A 3.
Sizes and locat<ons Of anchors determined Y N U N/A G.20-1
R: vision 2. Corrected 6/28/91 1 GREENING EVALUATION WQRK SHELI ($EWS)
Sheet 2 of 2
(~.
Equip. ID No..
..,_ Equip. Class _20 - Instr. & Control Panels & Cabinets, '
Equipment Description 6NCHORArd ICDD11dl 4.
Adequacy of anchorage installation evaluated (weld quality and length, nuts and washers, expansion anchortightness,etc.)
Y N U N/A 5.
Factors affecting anchorage capacity or margin of safety considered embedment length, anchor spacing, free-edge distance, concrete strength / condition, and concrete cracking Y N U N/A 6.
For bolted anchorages, gap under base less than 1/4-inch Y N U N/A 7.
Factors affecting essential relays considered:
Jap under base, capacity reduction for expansion anchors Y N U N/A 8.
Base has adequate stiffness and effect of prying action on anchors considered Y N U N/A 9.
Strength of equipment base and load path to CG adequate Y N U N/A 10.
Embedded steel f4 :t oad or large concrete pad adequacy evpVM Y N U N/A Are anchorage requiremtJ... N C Y N U 1HII MCHON EFFECTS 1.
Soft targets free from impact by nearby equipment or structures Y N U N/A 2.
If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures Y N U N/A 3.
Attached lines have adequate flexibility Y N U N/A 4.
Overhead equipment or distribution :ystems are not likely to collapse Y N U N/A 5.
llave you looked for and found no other adverse concerns?
Y N U N/A is equipment free of interaction effects?
YNU JJ EQUIPMENT SEISMICALLY ADE0VATE?
YNU C.0BMINIS Evaluated by:
Date:
-i G.20-2
STATUS 1 N
SCREENING EVALUATION WORK SHEET (SEWS)
Equip. ID No.
MTSW-31 Equip. Classt _1 kow Voltaae Switchatar l
t Equipment-Descriptiont 480V TURBINE AUXILIARY BUS A LocOtion: Bldg. TURBINE Floor El. 095 Room, Row / Col 301/C M:nufacturer, Model, etc (optional) l r
CAVEATS - BOVNDING SPECTRUM (Identify with an asterisk (*) those caveats which cro met by intent without meeting the specific wording of the caveat rule and cxplain the reason for this conclusion in the COMMENTS section below) 1.
Equipment is included in_ earthquake experience equipment class?
Y 1
2.
600 V rating or less?
Y 3.
Adjacent cabinets which are close enough to impact, or sections of Y
culti-bay cabinets, are bolted together if they contain relays?
4.
Externally attached items rigidly anchored?
Y
[
5.
General configuration similar to ANSI C37.20 Standards?
Y 6.
Relays properly installed and supported?
Y 7.
Anchorage adequate (sen checklist below for details)?
N Have you looked ror and found no other adverse concerns?
Y P
10 the intent of all the caveats met for Bounding Spectrum?
N ANCHORAGE 1.
Based on walkdown inspection and judgement, are the installation N
and factors affecting anchorage capacity adequate?
2..
Have you looked for and found no other adverse concerns?
Y Arc cnchorage requirements met?
N
-INTERACTION EFFECTS 1.
Soft targets free from impact by nearby equipment or structurcs?
Y 2.
If equipment contains relays, equipment free from all impact by Y
nearby equipment or structures?
3.
Attached lines have adequate flexibility?
Y i
l l W2 95
' 31uated: by:
/
\\k fiiIC
, Date:
Evaluated ~by:-
/
, Date:
fdf[N
.495 Rev.: 0 f
if.
t -- 4
STATUSt N
SCREENING EVALUATION WORK SHEET (SEWS)-
l Equip. ID No.; V.dW-3A Equip. Classt _1 low _Voltaae switchgtar 4.
overhead equipman'; or distribution systems are not likely to Y
collapse?
5.
Have you looked for and found no other adverse concerns?
Y Is cquipment free from interaction effects?
Y IS EQUIPMENT SEISMICALLY ADEQUATE?
N.
I COMMENTSt Als "U" Need to verify anchorage of base or reinforcing of pad I
(9/11/95).
See sketch on original SEWS.
k All "N" on 9/27/95 Paul saith and Marry Johnson opened the transformer bay for MTsW-3c to evaluate the acceptability of the transformer.
The transformer bay for MT8W-3A was not opened, but it i
is assumed that the same outliers found in MTsW-3c would apply to MTsW-3A.
The transformer sits on a structural frame, however, (1) the transformer is not anchored to the frame and (2) the frame is not anchored directly to the floor.
Alt see sketch on original SEWS for cabinet anchorage.
PIIOTOS t
'R311# 26 Photo / 30 Rol1# 26 Photo # 31 Roll / 26 Photo / 32 R311# 26 Photo / 33 Rol1#
Photo /
Roll /
Photo /
a
/2'l!93
.aluated by*
h MI
, Datet f/2I7f/^
Evaluated byl Datet a.
495 Rev.: 0
(
l v
y
STATUS:
N SCREENING EVALUATION WORK SHEET (SEWSL Equip. ID No.: MTsu-Sc
. Equip. Class: _1 Low Voltaae switchaear f
Equipment
Description:
400Y REACTOR AUXILIARY bus A Location: Bldg. IpRBINE Floor El. 215 Room, Row / Col 301/D M:nufacturer, MoJel, etc (optional)
CAVEATS - BOUNDIP3 SPECTRUM (Identify with an asterisk (*
those caveats-which cro not by intent without meeting the specific wording of)the caveat rule and cxplcin the reason for this conclusion in the COMMENTS section below) 1.
' Equipment is included in earthquake experience equipment class?
Y 2.
600 V rating or less?
Y 3.
Adjacent cabinets which are close enough to impact, or sections of Y
tulti-bay cabinets, are bolted together if they contain relays?
4.
Externally attached items rigidly anchored?
Y 5.
General configuration similar to-ANSI C37.20 Standards?
Y G.
Relays properly installed and supported?
Y 7.
Anchorage adequate (see checklist below for details)?
N Have you looked for and found no other adverse concerns?
Y Io the intent of all the caveats met for Bounding Spectrum?
N ANCHORAGE 1.
Based on walkdown inspection and judgement, are the installation N
cnd factors affecting anchorage capacity adequate?
2.
Have you looked for and found no other adverse concerns?
Y Arc enchorage requirements met?
N INTERACTION EFFECTS 1.
Soft targets free from impact by nearby equipment or structures?
Y 2.
If equipment contains relaya, equipment free from all impact by Y
nearby equipment or structures?
3.
Attached _ lines have adequate flexibility?
Y
_/
i
" aluated'bys' hbQ iO.
, Date:
h/k[
Evolunted by:
'h h
9!'f7f95 Date:
A 496 Rev.: 0
~
STATUS:
N
&cREENING EVALUATION WORK SHEET (SEWS)
Equip. ID No. : MT8W-3c
-Equip. Class:
1 Low voltaae switchaear i
4.
Overhead equipment or distribution systems are not likely to Y
collapse?
i 5.
Have you looked for and found no other adverse concerns?
Y 10 equipment free from interaction effects?
Y IS EQUIPMENT SE73MICALLY ADEQUATE 7 N
COMMENTS:
A1:
Need to verify-anchorage of base to floor or reinforcing of pad under cabinet (9/11/95).
See sketch on original SEW 8.
Als "N" On 9/27/95 Paul Smith and Harry Johnson opened the transformer bay for NT8W-3C to evaluate the acceptability of the transcorner.
The transformer sits on a structural frame, however, (1)
-the transformer is not anchored to the frame and (2) the frame is not anchored directly to the floor.
Cabinets bolted together.
See sketch on original SEW 8 for cabinet anchorage.
OTOS Roll # 26 Photo # 34 Roll # 39 Photo # 1 Roll # 39 Photo # 2 Roll # 39 Photo / 3 Roll # 39 Photo / 5 Roll # 39 Photo / 6"
/-
/
fNkb sluated by:
l[
\\bi Date:
Evaluated by:
{h
~~,
Date:
2 95 496-Rev.: c' v
,c.
,_y
_.m
,c, r..
,,, ~ -. - -...., -
STATUS:
U SCREENING EVALUATION WORK SHEET (SEWS)
Iquip. ID No.: MTsW-3c Equip. Class:
~,_1 Low voltaae switchaear 1.
If equipment contains relays, equipment free from all impact by Y
f n:arby equipment or structures?-
1.
Attached lines have adequate flexibility?
Y 4.
Overhead equipment or distribution systems are not likely to Y
callapse?
\\
3.
Have you' looked for and found no other adverse concerns?
Y to equipment free from interaction effects?
Y t
IS EQUIPNENT SEISMICALLY ADEQUATE?
20MMENTSt A1 Need to verify anchorage of base to floor or reinforcing of pad under cabinet.
See sketch on original SEWS.
cabinets bolted together.
L EDHL toll # 26 Photo # 34 Rol1# I 9 Photo #
Roll # I l Photo # 3 R211# gc _ Photo # g Roll # 39 Photo # 3 Roll # 3q Photo #
k%
h dnC 10'lQ4 b
g' W ~TDwi kotms.v, cc, ty yg-{g p
Owy 4yc 47 C d hM kVCs iwyh.ed,g(-jgg I,
iI g
A, Tra,.,_,,N fx m r ocj ul4 x
ancQ I
- \\gf i r,, y
~
t 3/ "4 pl qq[4 C
,' 1 4
4 D!h $
F lunted by '
Date:
Evolucted by:-
,-Date:
-496 Rev.: 0 v
r
~
w
=v m
r
Revision 2. Corrected. 6/28/91 Status Y N U
}{R[ MING EVALUATION WORK SNEET (SEWS)
Sheet 1 of 3 Equip. 10 No.
Equip. Class 2 - Low Voltace Switchaear Equipment Description Location: Bldg.
Floor E1.
Room, Row / Col l Nanufacturer, Nodel, Etc. (optional)
}LISNIC CAPACITY 'JS DENAND 1.
Elevation where equipment receives seismic input 2.
Elevation of seismic input below about 40' from grade Y N U 3.
Equipment has fundamental frequency above about 8 Hz Y N U N/A 4.
Capacity based on:
Existing Documentation DOC Bour. ding Spectrum BS GERS GERS
-5.
Demand. based on:
Ground Response Spectrum GRS 1.5 x Bounding Spectrum ABS Conserv. Des. In-Str. Resp. Spec.
CRS Realistic N-Ctr. In-Str. Resp. Spec.
RRS Does capacity exceed demand?
YNU CAVEATS - BOUNDING SPECTRUN (Identify with an asterisk (*) thost caveats which are met by intent without m3eting the specific wording of the caveat rule and explain the reason for this conclusion in the CONNENTS section below) 1.
Equipment '.s included in earthquake experience l
equipment class Y N U N/A 2.
600 V rating or less Y N U N/A 3.
Side-to-side restraint of draw-out circuit Y N U N/A breakers is provided 4.
Adjacent cabinets which are close enough to impact, or sections of multi-bay cabinets, are bolted together if they contain essential relays Y N U N/A 5.
Attachedweight(exceptconduit)less l
than about 100 lbs per cabinet assembly Y N U N/A 6.
Externally attached items rigidly anchored Y N U N/A 7.
General configuration similar to ANSI C37.20 Standards Y N U N/A 8.
Cutouts in lower half of cabinet side sheathing less than 30% of width of side panel wide and less than 60% of width of side panel high excluding bus transfer compartment Y N U N/A 9.
All doors secured by latch or fastener Y N U N/A
- 10. Anchorage adecuate Y N_U N/A
- 11. Relays mountec on equipment evaluated' Y N U N/A
- 12. Have you looked for and found no other adverse concerns?
Y N U N/A Is the intent of all the caveats met for Bounding Spectrum?
Y N U N/A G.2-1
f.
Revision 2. Corrected, 6/28/91 1CREENINGEVALUATIONWORKSHEET($EWS)
Sheet 2 of 3 Equip. ID No.
Equip. Class 2 - Low Voltace Switchaear Equipment Description GAVEATS - GERS (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule ant explain the reason-for this conclusion in the CONMENTS section below) 1.
Equipment is included in generic seismic testing equipment class V N U N/A 2.
Neets all Boundin!1 Spectrum caveats Y N U N/A 3.
Floor-mounted enc'osure Y N U N/A 4.
Nanufactured by major vendor (ITE/ Brown Boveri.
Westinghouse, or GE)
Y N U N/A 5.
Average weight per section less than 1600 lbs Y N U N/A l
6.
Base anchorage adequate (See checklist below for details)
Y N U N/A 7.
Relays used for breaker function are 1191 on
" Low Ruggedness Relays" list Y N U N/A 8.
Relay evaluation completed for all relays that are essential to other equipment or cause unacceptable lockout Y N U N/A 9.
For 2.5 g level GERS, vertical restraint prevents breaker uplift Y N U N/A 10.
For 2.5 g level GERS, outside corners of end units are reinforced, if needed Y N U N/A g'
is the intent of all the caveats met for GERS?
Y N U N/A t 8HCHORAGE 1.
Appropriate equipment chara:teristics determined (mass, CG, natural freq., damping, center of rotation)
Y N U N/A 2.
Type of anchorage covered by GIP Y N U N/A 3.
Sizes and locations of anchors determined Y N U N/A 4.
Adequacy of anchorage installation evaluated (weld quality and length, nuts and washers, expansion anchortightness,etc.)
Y N U N/A 5.
Factors affecting anchorage capacity or margin of safety considered embedment length, anchor spacing, free-edge distance, concrete strength / condition, and concrete cracking Y N U N/A 6.
For bolted anchorages, gap under base less than 1/4-inch Y N U N/A 7.
Factors affecting essential relays considered: gap under base, capacity reduction for expansion anchors Y
U N/A 8.
Base has adequate stiffness s.; effect of prying action on anchors considered Y N U N/A 9.
Strength of equipment base and load path to CG adequate Y N U N/A
- 10. -Embedded steel. grout pad or large concrete pad adequacy evaluated Y N U N/A Are anchorage requirements met?
Y N U
.(.
G.2-2
-A.
-A,.,.--m4*
aJ A
+-
5
-u-A d -+
--JL-
-.= 2 RevisiCn 2. Correctod 6/28/91
$CREENING. EVALUATION WORK SHEET (SEWS)
$heet 3 of 3 Equip. ID No.
Equip. Class 2 - Low Voltaae $witchaear Equipment Description INTERACTION EFFEqll
~
1.
Soft targets free from. impact by nearby equipment or structures Y N U N/A 2.
If equipment contains sensitive relays equipment free from all impact by nearby equipmen,t or structures Y N U N/A 3.
Attached lines have adequate flexibility Y N U N/A 4.
Overhead equipment or distribution systems are not likely to collapse Y N U N/A 5.
Have you looked for and found no other adverse concerns?
Y N U N/A Is equipment free of interaction effects?
YNU 15 EQUIPMENT SEl$MICALLY ADE0VAIE?
YNU GQli E li 1
Evaluated by:
Date:
i G.2-3 y
-y
.s
-.... -_~
. - ~. - -. -. _ -. _ - _ - - -
STATUS:
/
SCREENING EVALUATION WORK SHEET (SEWS)
Equip. ID No.: MTSW-2F Equip. Class: __1 Medium Voltaae switchaear Equipment
Description:
4160V ES 38 (SOUTH)
Location: Bldg. CONTROL Floor El. 1Q1 Room, Row / Col lQ2]E Mcnuf acturer, Model, etc (optional). ITE Electrical Produc'ts Model SWGR CAVEATS - DOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and-explain the reason for this conclusion in the COMMENTS section below) 1.
Equipment is included in earthquake experience equipment class?
Y 2. -- 2.4 KV to 4.16-KV rating?
Y restrained, mounted potential and/or control power trensformers are Internall
Y 3.
, to prevent damage to or disconnection c f contacts?
4.
Adjacent cabinets which are close enough to impact, or sections of Y
multi-bay cabinets, are bolted together-if they contain relays?
5.-
Externally attached items rigidly anchored?
Y 6.
General configuration similar to ANSI C37.20 Standards?
Y Relaya properly installed and supported?
Y 8.
Anchorage adequate (see checklist below for details)?
Y 9.-
Have you looked for and found no other adverse concerns?
Y In the intent of all the caveats met for Bounding Spectrum?
Y ANCHORAGE 1.
Based on walkdown inspection and judgement, are the installation Y
and factors affecting anchorage capacity adequate?
2.
Have you looked for and found no other adverse concerns?
Y
-Are anchorage requirements met?
Y INTERACTION' EFFECTS
- 1. - Soft targets free from impact by nearby equipment or structures?
Y
- 2.
If equipment contains relays, equipment free from all impact by
,W nearby equipment or structures?
IhM N AlbthN1 b& l} l$1b
/0!/0!@
sluated by
/M Date:
-Evaluated by:
"[de./
, Date
/c//a/97-516-Rev.: 1 iI
STATUS:
/
g
. SCREENING EVALUATION WORK SHEET (SEWS)
Equip. ID No.: MTSN-2F Equip. Class:
1 Medium voltaae switehaear 3._ Att' ached lines have adequate flexibility?
Y 4.
Overhead equipment or~ distribution systema are not likely to Y
collapse?
5.
Have you looked for and found no other adverse concerns?
Y Io oquipment. free from interaction effects?
,N' I CY IS EQUIPMENT SEISMICALLY ADEQUATE?
ratimim i353:
"U" Transformer cannot be accessed until it is out of service for maintenance.
- msvLUTION-(353):
Potential transformer is mounted on top of NTSN-2F.
Potential. transformer cabinet was opened and walkdown performed (10/10/97).
Transformer units are securely mounted to inner door (see walkdown photos), door has secure latching mechanisms, and transformer cabinet is well anchored (4 bolts) to MTSN-2F main cabinet bays.
No relays-in potential transformer cabinet.
Conclusion - The transformer has adequate internal mounting / anchorage and is adequately restrained.
I28 "N" Unistrut 0" clearance on top of cabinet (see sketch on original SENs)~.
Ali See sketch on original SENS for anchors.go.
Plug welds at bottom and wireways at top judged adequate anchorage.
584o Cabinets well bolted together.
II.1/2" gap between cabinet and support at front right corner (see sketch).
cabinet very stiff in longitudinal direction.
Interaction E t.o ot4 ht 4 WO34% MW W NOE mwd
[
PHOTOS:
. Roll # 25?' Photo # 18 Roll # 251-Photo # 19. Roll # 25-Photo # 20 i
. Roll # 25 Photo # 24 -Roll # 25' Photo # 25 Rol1# 25 Photo # 27 jr bS$ ld fh!y MuntedW
/M//
, Date:
/8!//O
[
d
, Datet lo//o/F7-LEvaluated:by' 1
-516-
'Rev.:
1.
I.
}
t i
,,w,~n.
~
,w
.. ~ ~.. - - -.
STATUS Y
j SCREENING-EVALUATION WORK SHEET-(SEWS)
Equip. Class: _1 Medium voltaae switchaear Equip. ID No.'s NTfW 2E 1
\\
t Equipment
Description:
'4160V ES 38 (NORTH) bocationi Bldg. CONTROL Floor El.-100 Room, Row / Col 302/H l'
1
- Manufacturer, Model, etc (optional) ITE Electrical Products Modelt SWGR l
i BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which CAVEATS are met by intent without meeting the specific wording of the caveat rula and explain the reason for this conclusion in the COMMENTS section below) l 1.
Equipment is included in earthquake experience equipment class?
Y
-2.
Y
[
t 3.
Internally mounted potential and/or control power transformers are Y
{
restrained to prevent damage to or disconnection of contacts?
'4.
Adjacent cabinets which are close enough to impact,- or sections of Y
multi-bay cabinets, are bolted together if they contain-relays?
i 5.
Externally attached items rigidly anchored?
Y j
f 6.
General configuration similar to ANSI C37.20 Standards?
Y i
Relays properly installed 'auni s' ; ported?
Y i
- ~
8.
Anchorage adequate (see checklist below for details)?
Y j
'9..
Have you looked for and found no other adverse concerns?
Y j
Is the intent of all the caveats met for Bounding Spectrum?
Y
, ANCHORAGE
+
- 1. - Based-on walkdown inspection and judgement, are the inotnllation Y
and factors affecting anchorage capacity adequate?
2.
Have you looked for and found no other adverse concerns? '
Y Are anchorage requirements met?
Y l
' INTERACTION EFFECTS R
'1.
Soft (targets free from_ impact by nearby equipment or structures?
Y
- 2...If equipment contains relays, equipment-free from all impact by Y
l nearby equipment or structures?
SqmhW Im Mv.lwS @ M3 T '#wly I
Aluated by:
W//hh ~
/
, Date:
/0//097 iEvaluated by1 he
, Date:
Oh0/9?
515:
- Rev' ' t l'
/
//
l
~4 i
,y e.
e w e---,.--..,er i,-wm
.--,-e e-y----,,-m--
,w-y-i,.-rwar,er--w--e ve w w. e s- -,- a n-+.
w myr + --+r mw < e.7 7-er re w=
<*+r+'
STATUS:
Y SCREENINO CVALUATION WORK SHEET (SEWS)
Equip. ID No.: MTSW-2E Equip Class: _A Medium Voltaae Switchacar 3.
Attached lines have adequate flexibility?
Y 4.
Overhead equipment or distribution systems are not likely to Y
collapse?
5.
Have you looked for and found no other adverse concerns?
Y Ic equipment free from interaction effects?
Y IS EQUIPMENT SEISMICALLY ADEQUATE?
Y COMMENTSt DS3:
"U" Need to verify that transformer is restrained.
RESOLUTION (BS3):
Potential transformer (for MTSW-2E) is mounted on top of MTSW-2F.
Potential transformer cabinet was opened and walkdown performed (10/10/97).
Transformer units are securely mounted to inner door (see walkdown photos), door has secure latching mechanisms, and transformer cabinet is well anchored (4 bolts) to MTSW-2F main cabinet bays.
No relays in potential transformer cabinet.
Conclusion - The transformer has adequate internal mounting / anchorage and is adequately restrained.
See sketch on original SEWS for anchorage.
Maintenance Items One bolt loose in corner (see sketch).
Ils 1/4" gap between top of cabinet and vertical support.
Lateral support will prevent support from hitting cabinet.
cabinet too stiff in 1:ngitudinal direction to hit rupport.
Interact.ien not edible.
I2:
Insulated duct resting on top of cabinet. Not a credible interaction.
Cabinets well bolted together.
PHOTOS:
Roll # 25 Photo # 28 Roll # 25 Photo # 29 Roll # 25 Photo # 30 Roll # 25 Photo # 31 Roll #
Photo #
Roll #
Photo #
Sylw In aAbb 0 Ess tf ad,
/0 O!97 sluated by:
((/[M/
[
, Date:
1
/D//offt Evaluated-by:
I Date:
515 Rev.: 1 i
Revision 2 Corrected, 6/28/91 Status Y N U SCREENING EVALUATION WCRK SHEEI (SEWS)
Sheet 1 of 3 Equip. ID No.
Equip. Class 3 - Medium Voltace-Switchaear Equipment Description Location: Bldg.
Floor E1.
Room, Row / Col l Manufacturer, Model. Etc. (optional)
EISMIC CAPAGITY VS DEliAM 1.
Elevation where equipment receives seismic input 2.
Elevation of seismic input below about 40' from grade Y N U 3.
Equipment has fundamental frequency above about 8 Hz Y N U N/A 4.
Capacity based on:
Existing Documentation DOC Bounding Spectrum BS GERS GERS 5.
Demand based on:
Grol'nd Rasponse Spectrum GRS 1.5 x Bounding Spectrum ABS Conserv. Des. In-Str. Resp. Spec.
CRS Realistic M Ctr. In-Str. Resp. Spoc.
kRS Does capacity excend demand YNU CAVEATS - BOM@lliG SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 1.
Equipment is included in earthquake experience l
equipment class Y N U N/A 2.
2.4 KV to 4.16 KV rating Y N U N/A 3.
Internally mounted potential and/or control power transfort.r: are restr:...a..... t e.. : camage tu c.-
disconnection of contacts Y N U N/A 4.
Adjacent cabinets which are close enough to impact, or sections of multi-bay cabinets, are bolted together if they contain essential relays Y N U N/A 5.
Attached weight (excluding conduit) less than about 100 lbs per cabinet bay Y N U N/A 6e Externally attached items rigidly ar, chored Y N U N/A 7.
General configuration similar to ANSI C37.20 Standards Y H U N/A 8.
Cutouts in lower half of cabinet sheathing less than 307. of width of side panel wide and less than 607. of width of side panel high excluding bus transfer compartment Y N U N/A 9.
All doors secured by latch or fastener Y H U N/A l
- 10. Anchorage adequate (See checklist below for details)
Y N U N/A 11.
Relays mounted on equipment evaluated Y N U N/A 12.
Have you looked for and found no other adverse concerns?
Y N U N/A Is the intent of all the caveats met for Bounding Spectrum?
Y N U N/A G.3-1
t R:visicn 2 Correctcd, S 28/91 f
SCREENING EVALUATION WORK 5HEET (SEWS)
Sheet 2 of 3 (s
iquip. 10 No.
Equip. Class 3 - Medium Voltace Switchoest-Equipment Description,
(AVEATS - GERS f!dentify with an asterisk (*) those caveats which are i
met by intent wtthout meeting the specific wording of the caveat rule i
and explain the reason for this conclusion in the COMMENTS section below) 1.
Equipment is included in generic seismic testing equipment class Y N U N/A 2.
Meets all Bounding Spectrum caveats Y N U N/A 3.
Floor mounted enclosure Y N U N/A 4.
The switchgear is not a ssecially-designed type Y N U N/A 5.
Circuit breakers are truc omounted type, not jack-up or vertical-lift Y N U N/A 6.
Average weight per vertical section less than 5000 'bs Y N U N/A l
7.
Baseanchorageadequate(!eechecklistbelowfordetails)
Y N 4 N/A 8.
Relays used for breaker function are nol on
" Low Ruggedness Relays" list Y N U N/A 9.
Relay evaluations completed for all relays that are essential to other equipment or cause unacceptable lockout Y N U N/A 10.
For 2.5g level GERS, vertical restraP' prevents circuit breaker uplift Y N U N/A 11.
For 2.5g level GERS, circuit break are chutes tre
~
restrained horizontally Y N U N/A 12.
For 2.5g level GERS, a Beaver Type Z relay is D91 used in Westinghouse NV switchgear for the "Y" anti-pump relay Y N U N/A 4
13.
Separate evaluation of breaker racking mechanism completed: seismic positioner or sufficient side-to-side restraints used Y N U N/A
!s the intent of all the caveats met for GER$7 Y N U N/A 6NCHORAGE 1.
Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation)
Y N U N/A 2.
Type of anchorage covered by GIP Y N U N/A 3.
Sizes and locations of anchors determined Y N U N/A 4.
Adequacy of anchorage installation evaluated (weld quality and length, nuts and washers, expansion anchortightness,etc.)
Y N U N/A S.
Factors affecting anchorage capacity or margin of safety considered:
embedment length, anchor spacing, free-edge distance, concrete strength / condition, and concrete cracking Y N U N/A 6.
For bolted anchorages, gap under base less than 1/4-inch Y N U N/A fL G.3-2
4 Revision 2. Corrected. 6/28/91
$CREENING EVALUAT.LQKJ0RK SHEET ($EWS)
Sheet 3 of 3 I
Equip. ID No.
Equip. Class _ 3 Medium Voltaae switchaear Equipment Description MCjiQMGE (Cont'd) f 7.
Factors affecting essential relays consideredt gap under base, capacity reduction for expansion anchors Y N U N/A 8.
Ba**~has adequate stiffness and effect of prying L
aci 'n on anchors considered Y NU N/A 9.
Stre Jth of equipment base and load path to CG adequate Y N U N/A 10.
Embedded steel, grout pad or large concrete ad adequacy evaluated V NU N/A Are anc orage requirements met?
Y N U
-1NTERACllQtLEFFECTS 1.
Soft targets free from impact by nearby equipment or structures Y NU N/A
- 2..
If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures Y N U N/A i
3.
Attached lines have adequate flexibility Y NU N/A 4.
(rverhead. equipment or distribution systems are not likely to collapse Y NU N/A 5.
Have you looked for and found no other adverse concerns?
Y NU N/A l
Is equipment free of interaction effects?
YNU ILLQi!!f.t!ENT SE15NICALLY ADE0 VALE?
YNU CBriEEU l
Evaluated by:
Date:
G.3-3
l I
)
M1%W.2F Phot 3 01 ' moutted Pote:tlil Trensformer)
.n,yy -, gyp ~ mum.mmem -
i m
I q'
py? '
N ME 4
.y 4 -
4...-..-
a
)
.L V
y j
1 '
i i
- -._Nf}m
..v
~)
c...
l 9^-
-' -*pst J
1 v,0 > -lll?
a.]l : Y f
l
- $/p g
3.h
- t 19 g e
4.j i[yE-,
+-I
~b f
x 9),
&
- y.
- 'C :
<. [ ' q.,.
f '.
@.w
'" W l
..; y, y ;g # L i. fic..,
y;:
1.., ge
- +-
5 @kib c.hh l
[g[ y g }lQ H.N p
4#h :
i by s.. ?f./');[ p ' N, XjpM;,%
- bwy[p;dfi y?W Ji l 6#
.., 7 g; >
s;k;,, j. v.
I
-- Q, y +c 4
.c s
(
)
n n
a m
n.,...
d k' 7,ds.i mms nn
, a n.-
.. u
_c i'L wma p
MTSW 2F Photn 02 (Potential Transformer mounted on t 0
)
t I
i i
1
,_y
'f'
..w
- u ; s w * '* *;'
Qf tL g g4aWW "#
,p e.'
M*
4 9 < w m, gun y.
es.o r.-* *
- ee i
' t ?,g,
- eeWW M
- sT m -
la
. e --
1 1
- V j
j if.,,_ l& ky', ;l:
' ' 'i' g g,,s.
.N[-(-
g
?'
t
. f$r ~ cg s^',,l d
i
. Lyk ee 1
n i __
y a.
+
'd
. d.:
i.
I
i i
l MTSW.3F Photo 03 (Test on Potential Transformer) l pggwyp w+yF.m ~n+w v ry e.m
- M Wm^~w"++-~g..,,
i o :.
4 1
j y;
l
+. s I
i
(
g p
,f G j99, h.-
g/.f'.-
I.
i ag i'-
- b ;
4'
$[
g a
p.. f.^ ^ ' * '~
y
^
[
- p,f
~ ~
~
., y
,,qs na-3,-
4 y
g W
. 9 1
= '
. ;qt. >
4
. ;mg 13 QJu,
..c
-.]
.g-
. g *,_
3 l
, ;W;'
- ]~
'W t
.g 9
,e
- q l
4
. ' ( d [. _...
N
(>
}7 3;,
n 9,93,L yb w +...e% f jj'
- )
i y
+
x c-e j
mb J~
an;y 4;,
p i
7 t.
QYg 5,pa)
'x
R 1A
,W
,3 g %,,..
+
u-
,s,y
-U
.s ya y'
y; e
g cd4dMx1L6diasMuh.adenha swAad,..h.1hJlg L 'y' {,
.F:
.7 MTSW 2F Photo 04 (Wider view of MTSW.2D)
,t, :-
- f, ',,. 4 k
cr
- t. fs e,,,
y f i, ',e y e.:,
i
=
., c4 t
'N
{4
- e n,
4 >.,
Y q
- 4..
' i g {e' r.b e
o
< Q4 u.
4 '
,,, - 9,
.; } f. hi,
n y
e w
w 4
a p
4 i
p r
ou 6
.(
--~ {
a T_
1 i
j i
.v..-w
..,-+.---,-.m-,..i<
,,..-.=---,w--.,-_e..<,-...
-,,,-.-m.-----
.,.. ---, % g
i i
MTSW.2F Photo 1: O n Potential Transformer Cabinet
.. n uI
/
..I
e
..y4 j
l
".-l
~
f4
- e(
.mE, C,.
l
=
1 Q
]7
<3 g ' )x g
w
- 4, )>
(
e?
o w
e
.a 9
<s,
?,
4&
?
- >p en
- m. (,
}, '
T.
. r#v l.
d '
,.,%. J " :d e
)
. m ; : _:
r f6 j
m,;.ffly 4,,sS
~
y x
4 t
, m
'4
- s. f. ~.
v.
p myp :y q;.9.-
4 r:
y
$ g:,
. ;jf -
!;}- '.; w.Iff.dM e-j,fp.4 Qgi,. ~,,
~
a,
- e'.w w. - ~, '
p g;t2y,ggtEMMtg$h.. y l
f9-c'-
w
.s;* p
% {t 7 ;;,;
Up
.9 F
"y g, t
'e
.s 5
%N&i$A'dW$Asss'se&& A n$
Nu bSc N YS^NL &<
I l
f'*M N
I l
MTSW-2F Photo 2: Transformer anchora e to the door ca l
1 l
t l
1 Y
r}
jL l
V, L,;-
el o
)
t i
- 9 +$M l
+
- T *.;U
' E 's"*f,,
}
l
?*"
f-
- g
- }.. '
_,e j
W-:
- y 5
-4 I
(.
.k Q f
k M
'y-w w % :.:p a,,,,,, A %, g *
%.- s....
A b%uy ;~
j
%~~
g.
];} _gggg:&j y
l g
Qing yyea9sws,&vd* *?
a
}*
g.
weoo.
s s
es
. Nh a
g r
[
-~n.
~,_.
MTSW-2F Photo 3: Left side bolt / door hi f
777f*".
g.-
w, 1
t
- g. '
x 3
)
h-l i;
'f l
b, #i j
p
, ol 4
I 4
94
-f i
] ?
)f.
1 I
a.
i l
i l h i
r I
w I
l
- 4 *g
-l Aaral;- g -
i
,, m,
3 f
f[f~
m $y; dj Li
_l gg;;f f, Q
{
\\
~m I
I e
y u...,
i
$d:Edfl,i),, h
,_. 4 f.., _
x, 4
y i
"A w
I
(
MTSW-2 F Photo 4: Hl:ht side bolt / door hin e f'.
>p d 'g -
(.
'f '
s
.w
. bu..,f :
s
..y
.g
%:, s :
'g.. iib-
- g q
F l
a;.
-y 2
~
y W
_ -]'
4 X... W j
._ m 3 -
I 1
*~7' j
s 3
g
< w.
j
-s e 5.
m ; q=
WJw 1
.c-i
)
D 4;4 1
3 s
J g'g;. 3.' '
,. ~ ;
. > 954. I-r l
1-p l
i i
i 4
i MTSW 2F Photo 5: Fuse I of three) mounted clo transformer.
l, e
j
~ _, _.
j
.. __ g,.
r
....c,,
' gkk(,
l h
E b.;
1 r
p l
3$f?'
- l. /
i 4
,(y'_
Ry i
9
.r es
' %.,7 ed
'w s f[1/ p
.A-l peewR.,
l l-J y#f'**w J a-..), uf -
..n.g 3 y
i 1
\\.i. ;. g,
e l
- 2. M y r g/;
y j'ey i
- e~.4 m
i
,,e
... %.e e j?kHYT'*)~ fM[, _a, l
W j Q v
D%% $ - s 4c ud si.
,4 e.
I I
MTSW 2F P ioto 6: Lonk inside cabinet below Potential Transformer at bolt (1 o 4) l ww~+rm-*+ms g &m wyn:m m m-
,M
. uin
- N
- a;g
't
, NM.9;Na.:)11 l
i If f:.Mf f i '....
h
~ ^:$hfb NN
.d f
- [ m' Nc c:A w
3;
., nge
- bgq M, e I
v ~ m ;x; uw :
fg y 1
.g a;;" p y y.q q ; p ; w d o
. w:m
- v.q a,
^j %j w#
k?f #
I
.A ;.
c:.-
c
. pp....,
YY.
i#
l I
s I
4,.:; y
, - q y,,
&M Xll,.;
t
.y
(,
I '
a e h[
l v '.
l
.x; 6. ~.
-w***
f) 5 6P.,@
- s L,}
- }
i
%M
- " d..
e 3
ry f$s
+.
?
c ma,
(rg N
A '.
(i g.
4 e{'
5.}
)
s W ;lC.
M346 #
9,,
c-6; & 12:ine w
i t
l
_ - ~, _ _ _. - - _ _.... -.. - _..,., _ -.. _, -,., _, _ _..... _ _ _ _ _ _.,,
,,ny,,,,..,,.,
A'ITACHMENT J FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 INFORMATION COPIES OF REFERENCED DRAWINGS l