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DATA PACKAGE COVER SHEET '.>b'f - f $ } .
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AUTHORIZATION TO STMT PREREQU151TES:
AUT>cRIZATION TO START TEST: @ e#-_
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new E -//-5 6 /2.68
$@ERVISING OPERATOR DAT Apg T}pg 1 7 3 4 5 * (Circle One) COMMENTS Pk kO1 ACTUAL PLANT CONDITIONS FULL PMTIAL INSTRUCTION COMPLETION E N/A TECH. WEC. ACCEPTANCE CRITFM1A h h UNACCEPTABLE OTER DATA CRITERIA ACCEPTAALE UNACCEPTASLE N/A TC($) IN EFFECT DUR1 W PERr MANCE:
MMN 4
DEFICIENCIES "
N 'O (NIA if none)
U LCO ENTERED U!A WR/WO f WRITTEN UN CR f ISSUED PERFORER'S $1(NATURE
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- DATE Ape TIE (PERATIONS LMIT SWERVISOR ._
t[Og/ C /3 Qg6 fgjo OATE Afe TIE SMirT SLPERVISOR 1
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> & 2 - / 3-Id l930 DATE Ape TIE (Required if Tech. Spec gteh Criterle[s not met.otherwise merk N/A)
CpenTS:c:osped\ aleild GstvW DlnML hoedell Dh3% Ay %% e i neda-W 'd/131%
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1 SLRVEILLAPCE COORDINATtm DATE Ape T!*
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t ,Attochment 1 OM7A:SV I -D51 -T 0 304-A Shoot 1 of 1 Page: 157 Rev.: 1 Triavial Response Spectrum Recorder Channel Calibration For D51-R160 (Reactor Buildino Foundation)
Prereouisite Sion-n4f Sheet Initlais i 4.0.3.a Information tag on recorder D51-R160 mounting location (18-574-225) thWv.* t@pVN 94
- 9%
4.0.4 Annunciator
SEISMIC ALARM P969 (P680-8A-83) is off bGNp \
4.0.5 Calibration due date is current on all yi2 #
test instruments IM M ,g %
gw ,j. ;,g A RWP is in effect covering this instruction [ ' #*
4.0.7
^
4.0.8.a Vertical recorder AS LEFT Acceleration Sensitivity values obtained and calculations gpv performed on Calculation Data Sheet N'h- [Mgfgb Attachment 4. .
4.0.8.b Horizontal (N/S) recorder AS LEFT Acceleration Sensitivity values obtained and calculations performed on Calculation Data Sheet NM p o\l b Attachment 4.
i 4.0.8.c Horizontal (E/W) recorder AS LEFT Acceleration sensi tivi ty values obtained and calculations \ gp performed on Calculation Data Sheet Attachment 4.
g 7 0\g3}w Calculation on Attachment 4 independently i 4.0.9 verifled ce~s l i
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Performed by: A / M /Nlll$la bus., l> / / Ch'hb l lT(>
8 Signature Ini t i al s Date l
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Attochment 2 OM7A:SVI-D51-T0304-A Sheet 1 of 26 Page 158 Rev.: 1 Triaxial Response Soectrum Recorder Channel Calibration for D51-R160 (Reactor Buildino Foundation)
Data Sheets Section 5.1.1 Initials
- 3. Supervising Operator notified of channel inoper-ability and Action Statement 3.3.7.2.a Q96 /2/nlSL El4W Time Date Canon plugs disconnected from all three recorders 4.
of recorder D51-R160 (IB-574-225) lM
- 5. Independent verifications canon plugs disconnected
- 7. Ver t i cal record plates removed Vertical recorder serial number fo 2 r Vertical record plate serial numbers:
- 1. 1 92 7. 792
- 2. 492 S. 712
- 3. -791 9. 7'72
- 4. no2 10. 792
- 5. 79J 11. 772
- 6. 7 92 12. 7'f/ 1M S. Record Plate surface that was in use:
A @l Sl[I Cl[I Di[I N
- 10. Independent verifications record plates removed \
. 12. Horizontal (WS) record plates removed i Horizontal (WS) recorder serial number /OM tal (WS numbers
. ri rec g plate serial
! 2. R49 8. 90R l 3. W 9. WR
- 4. #4 10. K4R
- 5. M 11. K4R l 4. R'8 12. $tR MW
- 13. Record Plate surface that was in use A $1 Sl[I Cl[1 Di[1 M
- 15. Independent verification s record plates removed 4 - Denotes Technical Specification requirement
'6 TEMPORARY C NGE Ottechmont 2 , (*17A :SVI-DD1-T0304-A Sheet 2 of 2d Page Jg., of .go. Page: 159 Rev.s 1, Section 5.1.1 Initials
. 37. tierisontal (EAI) record plates removed Morizontal (EAI) recorder serial number LOA \
Morizontal (EAI) record plate serial numbers:
. 4. 7% 7. 196
- 2. l% S. 'L i
- 3. 7% 9. 7%
. 4. Nto 10. 7%
- 5. 74L 11. 7%
i
- d. HL 12. 19 6 b
- 18. Record Plate surface that was in uses A h Bl[l Cl[l Di[1 MN
- 20. Independent verifications record plates removed 4
- 21. p::: ,w.u.ree.4
- _;; r t_pinstalled k' in all three recorders g[ i TC.O g
Q%AonTwcrApb4ts erd -f;;r-t_ i nstalled
- 22. Independent verifications
)b
- in all three recorders
. C?
- 23.4.RemoJ c.c librn4 on recocA p a.4e l s ,
. V t a
s - Denotes Technifat Specification requirement
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TEMPORARY CHANGE Ottachment 2 3,$
Sheet 3 of 24 >
EPt7A s SV!-DS 1 -T c 30 4.a gg, a 140
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I verticai Reeermee Natural Feeauency I sige I atto I I as I as 1 e i FotND i LEFT II mLLowests VALUE i
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TEMPORARY CHANGE Attachment 2 g$
Sheet 4 of 24 OM7a SV!-D01 -TC 30 4-4 ages gg 141 s -
Section 5.1.2 '
Initiats I vertical Re c ee efo e Darnene ,
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i 9 - Denotes Technital Specification requirement
- - _ _ _ . . .. .- - - . _ - .. _ = . - .__ ._- - . _ _ _ - .
TEMPORARY CHANGE Ottachment 2 W. M QM7A SVI-051-T0304-A Page: 143 Sheet 4 of 24 gQgg Section 5.1.2 Initials I Vertical Recorder a Level Switch Settinns 1 I STEPl REED / LIGHT I ~ NS I AS I M.! Z IALLOWASLEI I I F01.ND l LEFT I l VALUE e 1 .'
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, . bttochment 2 TEMPORARY CHANGE m7AggV3.pSg.70304-A Shoot 7 ef 24 gg Page: 144 Rev.s 1 Page/, sed,of4,Z ,
Section 5.1.2 initials l Vertical Recoeder a Level Switch Settinos l' I STEPl REED / LIGHT I AS I AS I LAIZ IALLOWASLEl i
91 250 1 I f* FOLND I LEFT I I I I f VALUE e 1 I .iif I 6)j Wl i
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$1 401 1 ?_d r 't'l N/A - I 10.244 gl 0.9 3 g I ,,Al E O! '*' I I al - at I efH I
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TEMPORARY CHANGE Attachment 2 CP17A s SVI-D51 -T 0 30 4 %
l sheet s of 24 ED- Page: 145 :
Page d ot g Rev.s 1 !
s section 5.1.2 Initlais <
I Vect6 cal Re c o*_de e a Level Switch Se t t e net 1 i STEPl REED / LIGHT 4 AS i AS I LA!Z I ALLCbm8LEl
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, , Attachment 2 OM7A: SVI-DS1-T0304-A Sheet 9 of 26
- Page: 166 Rev. 1
(
Section 5.1.2 Initials l Veetical Recordee Seelber Preload I I STEP I REED 1 AS I AS I ALLOWABLE l 4
I I I FOLND I LEFT I VALUE I _.
91 478. I I I I 0.052 IN 1 XN SI 481 1 1 I i i to I (A F i i I.0 9 INI,0% INI O.082 IN 1 .
91 470. I 1 1 1 0.052 IN I )L% h SI 481 1 2 I I I to l WW -
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, TEMPORAftf CHANGE Attachment 2 047A: SVI-051-To3c4-a Sheet 10 of 26 .A M Pagel 147 Page g ot g Rev.: 1 Section 5.1.3 In l t I mi s l Merimental Receeder Natueal Feenusmer I I $TEP I REED I AS * -4 AS I ALLOLa8LE 1 l' i t F0tND i LEFT i, UA .UE I l I I i 1 gd./A Ma i si 4. I 12 1 I t i MM b iNbMrIMbMrif64 1
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Ol 238 I I I I .262 I .249 I E44% i 99-958 I 3/ Amber (up)I ,)f6 gl y 310.91+ gl 0.364 g I I --- I to I to I I-------------l------l-M 01 est I "'"'
c: 20: s
I I
gj I at. M at .277 10.996 31 0.999 g I I .294 I i
01 243 I
~
I I j I .592 I 576 I N
- +-448 I 3/ Red (upil gi pff gl e .Det 31 0.964 g I I I ------------ l ,4-----l- 0] --I to I to I i
l S t 484 I - .,.- ...I I 10.949 31 0.349 g I N e: 20f I I at NO3 at .M/7 I .484 I el 24s I I I I ,272 I .255 I m e+-see 1 4/ Amber (up>I x-} el #// gle. sed el 0.gae e I 1 I-------------l-------l-------I to I to I si ett I ' '
'I I 10 10' 31I 0.. eI MNR es fra e e at .N at .ise9 I el 2s3 I I I I 406 I .590 I e et-ere 1 4/ned (up)I q el # I __
g I-_....___..-la-n....I--//c10.94*310.eet9
- =:i I
I to 10.***
I to gi 0.s+4 e i #A I
si du i ==
c_ did i I / at at .452. t 449 I q
- l l
s - Denotes Technical specification requirement
'* ------e,_
r
! .* p .... -
TWPORARY CHANGE gM7A9J1-051 -T 0 30 4 %
tactment 2 gg Page: 578
- --we e t 21 of 24 Rev.s 1 g
gnitials Tc eM l
- - =_.- : t i on 3.1.4 hP'trNdit( -I f'
Meelzental Recoecree Io Level AS Switch I LA!Z settinos IALLOW4BLEl
. gTEPl REED /LIOWT a AS I l UALUE I I FDLND 1 LEFT e a I
.2/6 8 20/ I XO (N i aso ;r: s.s/ a amber (up>l,Str gl #//g:0.e44gl0.34ega I to I
l ---- --- l --
to #
I - - --- I80.368 gl 0.gep g i t - --- - TA4M 501 I E'M -- f d ' It 5 at So at .tSO tI etafG -l @ff 509 i MMR /
- -1 t 8 8 I .326
. 343 1 (up)l- 31 jv// 310.469 31 0.344 g II
--* I 5/ Red to I to I------------01 l-------l---- - I
- 10.99+ 31 0.999 g I WS.
- 504I L; ;;;,
I Y/$ / a-It h at .Selb t 662 8 7
)
124 t i i .19 0 l ,16 0 i MMt
- . 248 8 8
--- 1 4/ Amber (up)I , @ gi pf),' 310.399 giI 0.get g ie to I I-------------I l-------I I
to 10.gd* 31 0.999 g I IIO al 311 1
- '"I / atts I !
- !?t t t $/$ at ON atI .2/6 .292 I a
.579 1 M4*- )
I )
.I 273 1 8
- 07- I 4/ Red (up)I,371 31 [ g 310.944 31I 9.gge's to II _ l I I to I l ------ ~~ --- I 10.ges el 0.40* g I N ti 5 1 4 1 '.' : ';.01I gj/g atI A.D# at .517 i .550 i vb3&- co3 i
fI 8 8 / 8 .f96 8 ./9/ l
- ~;;;
ol 370 l I 7/ Amber (up)l,% J c1 #// gIO.gpe I 31to0.360 I gI l
I l-------------I I----I10.999 31 0.3t+ g Ito N* ;
of321I.tt.?Ig/g i
^2 I t at s k af *tna t etBS
.29p
_t i N -
- W l 2g3 1
~
4 8 ' 8 . 328 I i l
(up)I ,M 31 #MI 310.493 glI 0.444 g II _
0
^-
I 7/ Red to 3I O I l ---- I te 8 l st 524 Il - -/- ;d - - - I- 0 8 #j /g iat M at I D, . *9lB 7 Ig* 31 0. I .
- ;'d i I .8// 4 e t^d i 4+
~
i I st 20s e
-' 'a? I S/ Amber (up)I ,M gi g//jf 310.366 gl 0.35*' to gI i J ,
l i to a 10.46d 31 0.44W g 1 M el 331 I "' " I ------------ 'I I#j at Mh at .l f-iid l --[----- ---- I I ,260 l a7m 0: 25: I I I j I 5 24 I . Sit 91 393 4 (up)1 , %f gl //f/g g10.964 elI 0.349 g i
$! ':" I g/ Red to I I l-------------l
*l-------I I
to 10.399 31 0.44+ g i M _j el 534 I
- a-d f t !I IjI / el D at 946 I 667 _t i 0; := a t i
S - Denotes Technical Specification requirement e
TW.POiMT Cruh31 W..CtQ3 CN7A:SV! -001 -T 010 4 -<.
'cattdeheent 2 .
ge: 79 Eneet 22 of 26 ggg Tc
- d2'/ Inltlais Section 5.1.4 I page M/ -( A I
t Mor i z on t a l Recordee e Level ISwitch LA12 Settines g STEPA REED / LIGHT I
8 8 8 ./9ef I /87
'L#
On
- : 298 8s 9/mmber t.up>l ,pp el p// elo.eas el e.coe e eI to I to j$4/
g 3 ---- - - - - -' - - -- l - --- --- l - -- -- - I c231 i. M 9N0.4ee el 0.496 e i Y/4 of C41 I ;,'=.:. c A 226 1 *tSZ l /
e: !!! E t at N at i I I I ..$O/ I 2$9 st
- 01 303 I l ------------- I ,3(^ye l A//// e10.40+ elI e.099 to e II
- 4;; I 9/ Red (upil
=1 to l
-- 1
- "l*=; '= li sh .L3x . .
.MmI
- '%' l./ I ~
O c.o. I
~ iio/.m.e, <u,,i ,a3 ei l-ge si.. to I to e iI
I
.es ,.si ..
I I-------------I kt'4R I p /j i 10.
01 351 : et .M\ et . // el s i .64+.S/I e II c: f=s I i I I I . 2 71 8 . ?" l
- Of 313 I
- ::: iso /ned I
cup >i l ------- ---- l------l- y e l #4-----I slo.een to el .o.eee I to e iI -
(M
@e 309
.309 i 503 l .
E&
01 Sie I I I 8 ./44 I ./27 I ot-ese- i 1/ amber cup > I ,%) el #4 elo.*Pe el I
o.e,s e ie i l -------------
.. . .. . . I l -----i l ---- I to to YlM Ol 541 1....
I et .\5\ ai10.I67. iel ./67 0.448 iI e i4
- t I I .2/6 I ./ 98 01 323 4 8 cup)I ,XA ei A/4 / slo.4+e ei e.4+e e I _
++-440.ti1/ nee I to I l ---- - -- -- - -- - l - ------i l - ----- I to
' Or.!I I jjg/ at .
1 N
Ol 544 I":.':: at80.$42M
. I el.fdi0.64+ __t e i
- ~
- : I 4 /, I ./06 I .081 1 M&
01 228 8 8 0; 00: Il2/Aniber (up> l ,@( el #/# et0.eN el I
0.We to iI I l-------------l-------l----- 10.48t el 0.eet e i N -I to Of 371 I ! ?'W - "- ? 1t gga.It . M at .//5 1 , //5 i e! ??! I e : I ./5(, s ./5/ s um 01 333 I
-et-ves- s 12/Ree ( u p > 4----l-------I (t>\ e l # 8 e ltoo .* +I P etol o .4a + 4 e e i
8-------------8-g/ i 10.64* el o.6*t ei N 01 s74
- e f*d i
- , #
- 'c!
- jp I at M al ./70 I ./70 t~
O - Denotes Technical Specification requirement l
O l
1
Qttochment 2 OM7A SV!-DSI-703G4-A
' Shoot 23 of 26 Page: ISO Rev.: 1 Section 5.1.4 Initials IHoelzental (WS) Recorder Scriber Preloadi 1 STEP i REED 1 AS I AS I ALLOWASLE I I I I FOl.ND I LEFT I VALUE I Ol 498. I I I I 0.052 IN I Nh E'7 l I I I to IN II 1 1 I ,M INI .0(ob INI 0.082 01 701. I I{h
$1 498. 1 I I I 0.052 IN 1 #44 t; 1 I 2 le i I to I el 701. I l'.@ INI .O(o) INI 0.082 IN I PMr 91 498. I I I I 0.052 IN I 1/A% P I i 3 i I I to I '
SI 701. I I M, INI doD INI 0.082 IN I Ab SI 498. I I I I 0.052 IN 1 M4 (>i 1 1 4 I I I to I
$1 701. I I .OQ1NI Dal INI 0.082 IN 1 M SI 478. I I I I 0.052 IN I AW M I 1 5' I I I to I
$1 701. I l .OD INI .00) INI 0.082 IN I I%iPt-
. Sl 498. I I I i 0.052 IN I WLPf+
1 1 4 1 1 I to I e1 701. I I.0 0 iNi.059 iNi 0.0e2 rN i y&
O .i 4,0.
i i
1 7 i
1 i
1 i 0.052 >N I to i
I t e,
$1 701. 1 I.O DINIi N INI 0.082 IN I k SI 478. 1 I I I 0.052 IN I MA Hi 1 l' S 1 I I to I
. sl 701. I I.05>twi O INI 0 . 002 1'N I M SI 498. l . I I I 0.052 IN I MwrM 1 1 9 1 1 I to I S1 701. I l.05) :Ni. O iNi 0.0e2 rN. I M 91 498. I i 1 4 0.052 IN 1 IM ie I i 10 1 1 I to I SI 701. I I .0(o) rNi G rNi 0.Os2 rw i &
SI 498. 1 I I I 0.052 IN 1 M Si ~
i 1 11 I I I to I
$1 701. I ik N INI.0531NI 0.082 IN I M SI 498. I I I I 0.052 IN 1 1/M(t3 I i 12 I I I to I
~
s1 701 1 I,%% i,0 W i 0.0e2 IN I 18 i
S - Denotes Technical Specification requirement l
- Attaehment 2 OM7A: SV!-D51-T0304-A
- Shoot 24 of 26 Page: 181 Rev.: 1 i l
1 Section 5.1.5 Initials
- 2. Recorder D51-R160 reinstalled per installation d4,F drawings .
- 3. Independent verification: D51-R160 reinstalled
- 4. Recorder mounting bol ts torqued 550 IN. LBS. /
- 5. Independent verifications recorder mounting bol ts g; ,.m torqued A ,vW'
- d. Canc.i plug for circuit 1D51R2X of vertical .) kg.g recorder reconnected P
- 7. Independent verifications canon plug reconnected
- 8. Canon plug for circuit 1D51R1X of horizontal (N/S) recorder reconnected b
- 9. Independent verifications canon plug reconnected
- 10. Canon plug for circuit 1D51R3X of horizontal (E/W) recorder reconnected
- 11. Independent verifications canon plug reconnected 13./15. Annunciator SEISMIC ALARM P969 (Pd80-8A-83) illuminates when deflecting the following i reeds of the vertical recorder I REED i ILLI.NINATES ? I i 1 YES I NO l
$ 1 1 I / I I N
$ 1 2 I / 1 1 MWFt
$ i 3 I / 1 1 MAPr
$ 1 4 1 / I I WA4&r
$ I 5 i e 1 I N
$ i d I ' I I hum
$ 1 7 I ' I l IF h
$ 1 8 I / I l Wake
$ I 9 I ' 1 I M
$ I 10 1 - 1 I N
$ I 11 1 # I l h
$ 1 12 I / I
- I MAa,
$ - Denotes Technicc1 Specification requirement Q% qak to M D28k movek, e9 BLt da UpT s.4 s.* ed A4 W6 0 & d % d e % b A hm nA r.pt
t ..
'Attochment 2 OM7A SVI-D51-T0304-A Sheet 25 of 26 Page: 182 Rev.: 1 Section 5.1.5 Initia?c 19./21. Annunciator SEISMIC ALARM P969 (P680-8A-83) illuminatts when deflecting the following reeds of the horizontal (N/S) recorder:
I REED I ILLUMINATES ? I i 1 YES I NO I
$ I 1 1
' I I 6%
$ 1 2 i ' I I M0A
$ 1 3 i ' I I KW-
$ I 4 I - 1 I Ah
$ 1 5 I - 1 I )f@
$ 1 4 i ' I I NA6
$ 1 7 I - 1 i 1M16-
$ i 8 1 - 1 I W
$ 1 9 I - 1 1 /hlbb
$ 1 10 I / l i KNik
$ 1 11 1
' I l 'F@
$ I 12 1
- 1 I WWe-25./27. Annunc i ator SEISMIC ALARM P969 (Pd80-8A-B3) illuminates when deflecting the following reeds of the horizontal (E/W) recorder:
I REED I ILLUMINATES ? I I I YES I NO l
$ I 1 1 ' I I f ,
$ 1 2 1
' I i 'M
$ 1 3 I e 1 I &
$ 1 4 1 / I 1 h
$ I 5 I ' I I N
$ 1 4 1 / I I N
$ I 7 I / I I N
$ l 8 I ' 1 I fWiiA 9 ' I I $M%l
$ l I
$ 1 10 I
' I I Mb
' I )f4'
$ 1 11 1 I
$ 1 12 1
' I l 6(4h
- 30. Annunciator SEISMIC ALARM P969 (P680-8A-93) l is reset 1N
- 31. Supervising operabti1ty Operator notified of channel 1940 /h/13ld, Md.$
Time Date
$ - Denotes Technical Speci ication requirement
r ..
' Attachment.2 OM7A: SVI-D01-T0304-A Sheet 26 of 26 Page 163 Rev.: 1 SECTION 4.0
. TEST INSTRLMENTS:
MPL M CAL. DATE CAL. DUE INT v d-DIGISTROBE L70 -6957k "/5 /rs 5~ r /s/B6 @)#p\hk 0 STOPWATCH 17C - SW13 V '/i>/th 7/i;/t6 81 #"fgt.p DIAL CALIPER L7c - R9/04 8'/2 fr/8 5- z/2 8/p6 hh[
TORQUE WRENCH L70- 45COH l'//Pfg 5~ 2/ sg/g4 hl @ 2\" ~
C0tNENTS: 5<..l - yM.~l ...,
- -u L7c'-vos/t L 'N4/ps- %v (($n\b 4
Performed by: d--- , '
, / ki #/8'!k h~ h '
. /3b Dill l$o b Independent Verifier k( [ . / M8t C//llRL k
.: / } Eh'N h fyfcf Si gnature/In lTi al s C D' ate g gp3p l
$ - Denotes Technical Specification requirement l
/ e*
, Attochment 3 OM7A: Sv!-D51-T0304-A ,
Sheet 1 of 9 Page: IG4 Rev.: 1
]
1 System Rester _ation Checklist i
Title:
Triswial Response Spectrum Recorder Channel Calibration for D51-R160 (Reactor Bu61dino Foundation) l Verified by: .! /I hw la /
Signature / Initials lS Date j
l l l l INITIALS I l l LOCATION I COMPONENT I REQUIRED I Ist i 2nd i REMARKS I I I MPL OR NAME I POSITION I VERIF I VERIF I I IIB-574-2251VerticalECT/ I Installed /l i I I i 1 Recorder of I Cover On 1 3$ I I I I ID51-R140 I IF l i I I IHorix. (N/S) i I ns t a.11 ed/l i I 1
l IRecorder of I Cover On I b I i 1 1 ID51-R160 I I I I i i IHoriz. (E/W) i Installed /l i I I i
I 1 Recorder of I Cover On i ID51-R140 1 I I
I h l I
I I
Comments: d ivL [ b d ke<er e r . 5/4 102.3 ,L ef,k s ;a r ., s,JeY PLre% 8'L/9 E~alwn, R., ,b., -% 1021 , a ,L m in .aside"k" thre% 79b v'.nicJ R,, rA %, /o61J 2.7es ;- .- 1),"O flre k; 791 l
, Attachment 4 OM7A: SVI-D51-T0304-A Sheet 1 of 69 Page: 185 Rev.: 1 Triavial Response Soectrum Recorder Channel Calibration for D51-R160 (Reactor Buildino Foundation)
Calculation Data Sheet Section 4.0 8.a. Vertical recorder sensi tivi ty Allowable Value Formula:
A.V. = +4% of most recent sensitivity measurement.
SQTE: Column A values to be filled in from the most recen tl y compl e ted SVI-D51-T0304-A 1 1 COLUMN A 1 COLUPN B l t REED 1 PREVIOUS SENSITIVITY l ALLOWABLE VALUE CALCULATION = l .
I I (G/IN) I ALLOWABLE VALUE (c/IN) l l l 1 Lot (-4% of Column A) = 300 I i 1 1 I
- 3I)) 1 I Hit (+4% of Column A) = 32b l I
I l l l Lot (-4% of Column A) = .474 1 1 2 1 , qjy i I I I I His (+4% of Column A) = 9/M i i i __
1 Los (-4% of Column A) = .76 3 I I 3 1 ,795 l i I I I Hit (+4% of Column A) = ,927l l 1 i Lot (-4% of Column A) = /.23 I I 4 1 I
f,33 I I Hit (+4% of Column A) = I. 38 1 I
I 1 I I Lot (-4% of Column A) = /,96 1 1 5 1 2,04 I I I Hin (+4% of Column A) = 2.12 I I I
. I l i Los (-4% of Column A) = 3 t3 I l l I
4 1 I
3* N I I Hl (+4% of Column A) = 3.37 I I
i 1. I Lot (-4% of Column A) = 4, 94 1 1 7 1 $, \ ~f I I l t i Hit (+4% of Column A) = I.33 I i 1 i Lot (-4% of Column A) = 7,3o I i e i 7, [, o i i I I I Hit (+4% of Column A) = 7. 90 l l l 1 Los (-4% of Column A) = 6.83 I I
- I Hit (+4% of Column A) = $ . lS~ l l I I Lot (-4% of Column A) = T.70 I i 10 I I I I I l b)
- l I Hit (+4% of Column A) = 10.fr I I i I Lot (-4% of Column A) = #6S I I I Hin (+4% of Column A) = 17.9 I I I Lot (-4% of Column A) = 24.31 1 12 1 '
I 2 $~. 3 I Hit (+4% of Column A) = 20 3 '
I 1 S - Denotes Technical Specification requirement
f ,, t t oc hme r, t 4 OM7AtSVI-Dbi-10304-A
, , eet 2 of 69 Page: 1E6 Rev.: 1
.cetion 4.0
..b. Heritontal (N/S) recorder sensitivity Allowable Value Formula A.V. = +4% of most recent sensitivity measurement.
MQ.T.1: Column A values to be filled in from the most recently completed SVI-D51-T0304-A I I COLWN A 1 COLUPN B 1 l REED i PREVIOUS SENSITIVITY I ALLOWABLE VALUE CALCULATION = 1 1 I (G/IN) I ALLOWABLE VALUE (c/IN) l I i 1 Lot (~4% of Column A) = .366 I
~
i l
1 1 I
- 33/ I I Hl (+4% of Column A) = .376 1 i
l I I Los (-4% of Column A) = ,52E I I 2 1 i
qqg i l Hi: (+4% of Column A) = .Fl4 l i
l 1 1 I Lot (-4% of Column A) = 83$ l 1 3 1 , gs$ 1 1 I I I Hit (+4% of Column A) = . 9c3 1 1 I I Lot (-4% of Column A) = /.23 1 1
1 4 1 1
j'pg i l Hi (+4% of Column A) = /.33 I i
i 1 1 Lot (-4X of Column A) = /, 90 1 1
I 5 i I
j* j$ 1 I Hit (+4% of Column A) = 2.04 1 I
1 I I Lot (-4% of Column A) = 2.9Y l I
I 4 1 I
1ll 1 I Min (+4% of Column A) = 3.03 I 1
I I I Lot (-4% of Column A) = 4,56 i
' 7 ' ' '
I I 4.75' i Hi: (+4% of Column A) = 4. 7V l l l l Lot (-4% of Column A) = 7,28 I i e i 7, sg i 1 Mi: (+4% of Column A) = 7, S'8 1 i
I i 1 1 I Lot (-4% of Column A) =4,o6 i I
I 9 I I
(,3l l I Hi (+4% of. Column A) = [.54 l 1
I i _
1 Lot (-4% of' Column A) = (?, /4 I i 10 1 9,$d i I I I I Hi (+4% of Column A) = 9. '/o l I I ~ l Lot (-4% of Column A) = / 5,8 I i 11 I )[, b I I I I I Hi: (+4% of Column A) = 17. 2 I I I I Lot (-4% of Column A) = 7.,3. 7 I .
24,7 1 12 1 I l l l Hi: (+4% of Column A) = E E. ~/I l 5 - Denotes Technical Specification requirement l
l
/ ..
- CP17A : SV I -D 51 -T 0 30 4 -A Attachment 4 Page: 167 Sheet 3 of 69 Rev.: I Section 4.0 8.c. Horizontal (E/W) recorder sensitivity Allowable Value Formula: A.V. = ,+ 4% of mos t rec en t sensi t i v i ty me asuremen t .
tigTE: Column A values to be filled in from the most recen tl y compl e ted SVI-D51-T0304-A COLL 7N A I COLUPN B 1 l_ l i REED I PREVIOUS SENSITIVITY iI ALLOWABLE ALLOWABLEVALUE VALUE(o/IN)
CALCULATION i =l l l (G/IN) ~
I I I Lot (-4% of Column A) = .$5S Ii 1
I i
I
'370 l I Hit (+ 4% of Col umn A) = .3%6 I
= . S/S I I i 1 Lot (-4% of Column A)
I I
I 2 I I
'[3G I I Hi: (+4% of Column A) =
=
.6i71
,90Y I i i I Lot (-4% of Column A) I I
I 3 1 I
'33} I I Hit (+4% of Column A) = ,87C I i 1 i Lot (-4% of Column A) = /,26 1' I
I l'3l I Hi (+4% of Column A) = l. 36 I I Los (-4% of Column A) = /,92 I I I I
Hi (+4% of Column A) = 2.c 8 I I
I I I Lot (-4% of Column A) = 3,06 I I i
l 4 3 I
}- l g I Hi: (+4% of Column A) = 3.3 2 I I
I i 1 Los (-4X of Column A) = 4/.E II I
I 7 1 6, l 2, i Hi (+4% of Column A) = 53E 1 I i 1 I I Lot (-4% of Column A) = 7.48 Ii i e i I
g' og i I Hi (+4% of Col umn A) = ?,32 I i = 4,13 I I i 1 Lot (-4% of Column A) I i
I I
f I I
h*M I Hl (+4% of Column A) = d,6 f l i i 1 Los (-4% of Column A) = 9 4/ Ii l
i I
10 i I
]'$Q I Hi ( + 4% of Col umn A) = /c. Z l
= /91 I I i I Los (-4% of Colur.n A) I i 11 I )$, ] I I Hi (+4% of Column A)
= /7. 7 I ,
I I I Los (-4% of Column A) = 2 5, 9 I I I i l
i 12 1 2'~/' Q I Hi ( + 4% of Col umn A) = 2 F,1 i I I s - Denotes Technical Specification requirement I
e
. A t t a c hme r. t 4 Di7A: SV 1 -D51 -T 0 30 4 -A Sheet 4 of 49 Page: 18E Rev.: 1 Section 5.1.2 Initials SQTE: Formula for calculating the Natural Frequency for reeds 1 through 3:
Natural Frequency = 30 oscillations time (sec)
Natural Frequency for reed 3 30 = 3VS Hz khb*
050.
4.4\ Sec
- 51. Calculation independer r .-rified ~- ,
f 056. Natural Frequency for - sr3 '30 .= hf Hz huft Q.0 sec
- 57. Calculation independently verified
[
062. Natural Frequency for reed 3 30 = ).O Hz x0nA 15.0 Sec
/*
- 43. Calculation independently verified S - Denotes Technical Specification requirement
/ ..
. ' Attachment 4 OM7A*SV1-DS1-T0304-A Sheet S of 69 Page: 189 Rev.: 1 Section 5.1.2 Initials i STEP i REED 1 T I F l Tx F i AS I I I I (SEC) I (Hz) 1 (CYCLES) IFOUND %I
'l 72. I I I I I i 1% fa I 139. I 12 I I I I I MS '
I 140. 1 I I I I 1 ER* G
$1 142.at I DbN I M b I /oD i A a, f i -wa a I 78. I i 1 1 I I lbh 6t i 139. I 11 1 I I I i 1AFE I I I I h (G i 140. 1
$1 142.at I )M i M.b I
/
I Y I DS I ik@k (Ha 1 84. I I I I I i 10& de 1 139. I 10 I I I I i 1Ake 1 140. I I /I I I I MAh- 5 si 142.at I kDI b.\ l I
b I I
!b i i
EhA @d 1@ (f4 I 90. I I I 1 139. I 9 I I I I I &
Mec dB I 140. I
$1 142.at I
I -
3I bb I
I I
I I
b I
I c9 N I
I I
I ftWe @)
L A$r h I 96. I I 1 139. I 8 l 1 I I I i@
l 140. I I I I I I th Mr
$1_142.at I b S l i 10,0 i 60 i IA i use e i 102. I I I I I I WE (4 1 139. I 7 I i 1 I l t #ft i 140. I I i i 146t M
$1 142.at 1
i 3.N I b.h 1 1
I b I 9.\
I l
I EAtt S
- % 2 11 I 108. 1 I I :
1 139. I 6 I I i 1 9 i &&~ .
I 140. I I I I I I YM si 142.ai i 1037 i 6.% i h i i mm i 114. I I i 1 1 I M 6M i 139. I 5 I I I I 'l LAk i 140. I I l i I I IDr- @
$1 142.at I bM 9 6,0s i % i d4 i ae i 120. I i 1 I I i 1A#k QE/
I 139. I 4 I I I I I XMir I 140. 1 I I I I i 16&&
si 142.ai i 1.53 i 4,06 i 3\ i d.\ i wm i 126. I I i 1 I I 1Ah 6 1 139. 1 3 I I i 1 1 Li k '
i 140. I I I I I I BA4- A
$1 142.al I NI3bI I e90 l WS I 132. I I I I I I LD2 1 139. I 2 I I I I I AC i 140. I I ' ' ' **-##
$1 142.at I S*O I he 8
l- I hd I hhA: @
I 138. 1 I I I I I WA(U1 i 1 139. I 1 1 I I I I Mt4t i 140. I I I I M apt- M
$1 142.at I
i O' I
I ,h b I I hb i 1% th 141. Independent Verification: Calculations correct /HFI V '
$ - Denotes Technical Specification requirement
%QJq oQ values DOk
=
a .
'~
Attochment 4 M r WI-D51 -T 0 30 M Sheet 6 of 49 TEMPO W W GE p.g, 390 y, Rev.: 1 Page l _ d d- g Section 5.1.2 L 1
Percentane of Damoino Chart for D51-R160 i
f Reed Estimated % of Critical (Based on Cycles to Zero)
No. 1.7 1.8. 1.9 2.0 2.1 2.2 2.3 2.4 2.5 1 34-36 31-33 28-30 25-27 22-24 2 39-41 36-38 33-35 30-32 27-29 24-26 3 46-49 42-45 38-41 34-37 30-33 26-29 22-25 4* 41-44 37-40 ,
33-36,, ,29-32 25-28 21-24
~
p ~~ '
"5 -
49-52 45-48 41-44 37-40 33-36 6 -
50-53 46-49 42-45 38-41 34-37 30-33 7 62-66 57-61 52-56 47-51 42-46 37-41 8 68-72 63-67 58-62 53-57 48-52 43-47 i 9 73-77 68-72 63-67 58-62 53-57 48-52 10 - 74-78 69-73 64-68 59-63 54 ;; ,
11 . . <
70-74 65-69 60-64 55-59 .50-54 45-49 l
- 12 82-86 '77-81 72-76 67-71 6_2-66 57-61 52-56
. S - Denotes Technical Specifi' cation requirement
- J ..,
- Attochment 4 OM7A: SU I -D51 -T 0 3 0 4 -c.
Page: 191 Sheet 7 of 69 Rev.: 1 Initials Section 5.1.2 152. Vertical displacement for record plate 1
'A DA IN lkN3
$153. AS FOUND vertical sensitivity:
1 = 1 = 3D g/IN IM vertical dispiacement Q3% IN.
154. Cal cul at i on independently verified 157. Vertical displacement for record plate 2 /dM 2 003 IN
$158. AS FOUND vertical sensitivity:
1 = 1 = .9S$ g/IN NN vertical dispiacement ),COS IN .
159. Cal cul at i on independently verified k 142. Vertical displacement f or record plate 3\.Y IN
$143. AS FOUND vertical sensitivity:
1 = 1 = .E g/IN h vertical disp 1acement g,g g IN.
164. Calculation independently verified v 147. Ver t i cal displacement for record, plate 4 t 503 IN N S168. AS FOUND vertical sensitivity:
2 = 2 = lO3 g/IN h vertical disp)acement 1503 IN.
149. Calculation independently verified /
~l 172. Ver tical displacement for record plate 5 bN IN W
$173. AS FOLND vertical sensitivity:
2 = 2 = AOS g/IN M vertical displacement f\$ IN.
174. Calculation independently verified S - Denotes Technical Specification requirement
t c:hr e .t 4 CP17A : SVI-D*1-T03C4-A
-neet E of 69 Page 192 Rev.: 1
-setion 5.1.2 Initials 177. Vertical displacement for record plat th . , ,
. L. M M 97 3,%
- 178. AS FOLND ver t i cal sensitivitys 2' = 2 . = g/IN /dM vertical displacement QMN.
.N ,/
179. Calcul at ion independently verified -
182. Ver t ical displacement for record plate 7
.M IN 3'j u,W 5183. AS FOUND ver t i cal sensitivity:
2 = 2 = $.M g/IN M vertical displacement , % IN.
184. Cal cul a t i on independently verified 107. Ver t i cal displacement for record plate *g e .
s 188. AS FOUND ver t i cal sensitivity
. 2 = 2 = l. M g/IN b '
vertical displacement ,$ IN .
199. Calculation independently verified 192. Vertical di spl acement f or record plat 9 s193. AS FOLND ver t ical sensitivity:
2 =
2 = (a b g/IN k ,
vertical disp 1acement .310 IN.
194. Calcul at ion independently verified 197. Ver tical displacement for record plate 10
' .M IN M S198. AS FOUND ver tical sensitivity:
2 = 2 = %0 g/gs @
vertIca) disp 1acement .$ IN.
199. Calcul ation independently verified
-i ;
t 6 - Denotes Technical Specification requirement I
- At t ac hn.e n t 4 OM7A SVI-D51-T0304-A Shoet 9 of 69 Page 193 ,
Rev.: 1 Initials 52ction 5.1.2 202. Vertical displacement f or record plate 11 ll4 IN; M4 0203. AS FOUND v e r t i c al sensitivity:
2 = 2 = (15 g/IN AM vertical displacement ,llQ IN.
204. Calculation independently verified -,
207. Vertical displacement for record plate 12 0b7 IN lh .
0208. AS FOUND vertical sensitivity:
2 = 2 = ML g/IN h -
vertical displacement ,gQ IN.
209. Calculation independently verified -
1 J
r I
E f o
0 - Denotes Technics 1 Specification requirement ,
Attachment 4 OM7A: SVI-D51-T03G4-A Page: 194 Sheet 10 of 69 Rev.: 1 Initials Section 5.1.2 215. Tilt angle for reed ) = bb Y degrees hN
$216. AS FOUND g level for reed 1 =
1 - cosine of t ii t angle = 1- .TN= f i (- g [fh4 217. Calculation independently verified Ib 220. Til t angle for reed 1 = 37- degrees ha 9221. AS FOUND g level for reed 1 =
1 - cosine of t il t angl e = 1- .D f = . 26 g 2 222. Calculation independently verified (\'M 225. Til t angle f or reed 2 = N O degrees.
9226. AS FOUND g level for reed 2 =
1 - cosine of til t angle = 1- M = .2O l g f (N/
227. Calculation independently verified h 230. Til t angle f or reed 2 = N! degrees 9231. AS F0WD g level f or reed 2 =
1 - cosine of til t angle = 1- 6 D = . 307 g hl -
232. Calculation independently verified &
235. Til t angle f or reed 3 = b.9 degrees C
9236. AS F0WD g level for reed 3 =
1 - cosine of tilt angle = 1- .810 = .190 g W 237. Calculation independently verifled O 240. Til t angle f or reed 3 = N.b degrees k S241. AS F0WD g level for reed 3 =
' 1 - cosine of til t angle = 1- ,N=. g 242. Calculation independently verified 245. Til t angle f or reed 4 = N3 degrees
$246. AS F0WD g level for reed 4 = Cn.
1 - cosine of til t angle = 1- .7bh = ,2k g VM) 247. Calcul ation independently verified 9 M-
' S - Denotes Technical Specification requirement J
o,. , , . . . . , . _ . - - - . - - - - - - , - - - . , - _ , _ . . - - . . . , . . _ _ . - . - . . . -, ,-.,m , , , . . -
-- ~ __
.a
'Attochment 4 OM7A: SVI-D51-T0304-A Page: 195 Sheet 11 of 69 Rev.: 1 Initials Section 5.1.2 250. Tilt angle f or reed 4 = .f degrees (f'-
$251. AS FOUND g level for roed 4 = .
lT g 1 - cosine of tilt angle = 1- i lt = , ,
252. Calcul ation independently verified M 255. Til t angle f or reed 5 = _,k 2, Y degrees 6256. AS FOUND g level for reed 9 = ,73P; 1 - cosine of til t angle = 4 . ,7R g h 257. Cal cul at i on 'i ndependen t l y ve r i f iid . TO -
240. Til t angle f or. reed 5 = $3.1 degrees b
$261. AS FOUND g level for reed 3 - cosine of tilt angle = 1'-
5,= -
.6 D . ,@ l .g h, JM 262. Calcul ation independently verified 245. Til t angl e f or re'ed d = b .3 degrees ,
t /,
$266. AS FOUND g level for reed 6 = 237 g [b 1 - cosine of tilt angle = 1- 7bb = ,
2 267. Cal cul at l'on independently verified M 270. Tilt angle for reed 4 = [3 b s
degrees i
C
$271. AS FOLND g level for F4ed 4 = ,5' 3 = ,e7 g (&#
1 - cosine of til t angle = 1-272, Calculation independently verified b
275. TiI t angle f or reed 7 = M 1 degrees JM S276. AS FOLND g- l evel for reed 7 =
1 - cosino of til t angl e = 1- all.l = M3 g %b 277. Calcul at t en independently verified ,
}/24,4 280.tTil t angle f or reed 7 = dl.4 degrees ,
$281. AS FOUND g level for rood 7 w 1
- cosine of tilt angle = 1- Io M
~
= .3%g )[h 282. Calcul ation independently verified S - Denotes Technical Specification requirement .
1
.- Attachment 4 OM7A SVI-D51-T0304-A Sheet .12 of 69 Page: 196 Rev.: 1 Section 5.1.2 Initials 205. Til t angle for reed 8 = $\.3 degrees Y.'M O286. AS FOUND g l evel for reed 8 =
1 - cosine of tilt angle = 1- .6 13 = M4 g YI'M 287. Calculation independently verified (0,di 1.. ' f 290. Til t angle f or reed 8 = 4/O degrees 0291. AS FOUND g level for reed 8 =
1 - cosine of tilt angle = 1- .bbb = . M g Idik 292. Calculation independently verified 295. Til t angle f or reed 9 = b .$ degrees l{@
0296. AS FOUND g level for reed 9 =
1 - cosine of tilt angle = 1- .5% =. 6 , b 297. Calcu1ation independently verified 300. Til t angle f or reed 9 = M5 degrees 1(,$f'
$301. AS FOUND g level for reed 9 =
1 - cosine of tilt angie = 1- 39 = 650 g W4k 302. Calculation independently verified 305. Til t angle f or reed 10 = MI degrees M4W S306. 1AS - FOLND cosine ofg level for reed tilt angle = 1-10 = M
= .b g b 307. Calculation independently verified 310. Til t angle f or reed 10 = DM degrees M
$311. AS 1 - FOUND g level cosine of tilt for reed= 10 angle 1- = M 4
. = Mg b 312. Calculation independently verified 315. Til t angle f or reed 11 = M.4 degrees M
$316. AS FOL.ND 1 - cosine of g t lilevel for ereed t angl = 1-11 = M = lO g MT 317. Cal cul at i on independently verified v
$ - Denotes Technical Specification requirement
Attachment 4 OM7A: SV!-D51-T0304-A i
Sheet 13 of 49 Page: 197 Rev.s 1 Seetion 5.1.2 Initials 320. Til t 'angl e f or reed 11 = SL l degrees A{db
$321. AS 1 - FOL.ND cosine ofgtil l evel for reed t angle = 1-11 = D i = bb g _ NNh 322. Calculation independently verifled 325. Til t angle for reed 12 = M.N degrees lb 9324. AS F01.ND g l evel 1 - cosine of t ilfor reed t angl e = 12 1- = 68$ = il O g NN 327. Calculation independently verified 330. Til t angle f or reed 12 = M.3 degrees XMk
$331. 1AS - FOLND cosine ofg til level for reed t angle = 1-12 = D
. = % g //Ah 332. Calculation independently verified 4 - Denotes Technical Specification requirement
,_ _ --- *~ ' ' ^ ' " ' ~ ' ^'
'l
' TEMPORARY CHANGE Attachment 4 W. M OM7A: SV ! -D51 -T C 3 C 4 -4.
4 Sheet 14 of 49 Page d d M Page: 196 Rev.: 1 ection 5.1.2 Init ials l
l\ AS FOUND Force Valuea For Switch Se t t i nos /t *
- l llTEP I REED / LIGHT l UP FORCE I D OL. N F O R C f I l S. I 1/ Amber I"- I / I .
I3 . 1 I pl I pl
- 1 33 I I I / I
- 1 341. I 1/ Red I aml / emi i 2/ Amber i i / I l Il 335.)(
337. l pl I gml l 1 339. I I i 1 1 241. ! 2/ Red- I emi aml I I / I l I 335. I \'t/ Amber --
I 337. I \ l pl I gml '
I 339. I \ l *
. I i I_341. I 3/ Red I am' emi <
l 335. I ber I l 1 I 337. I l-- I pl :
1 339. I . \ l i I I 241. I 4/Re d \ l est ami I 335. 1 5/Ambe I / 8 I I 337. I I I -pt pl '
i O . iI S41
=='. 'I 5/ Red Yi / emt aml !
I 335. I ' 6/ Amber / l I 1 337. I s.1 I- pl gml . _
- 1 1 339. I I X 1 eml 1
1 241. I 4/ Red 1 I\ emi I
003 1 335. I 7/ Amber I I I 337. I pl gml I 339. I \\ l I l 241. I 7/ Red I est aml __
, 1 335. I S/ Amber / I I I
! l 337. 1 I I_ pl gml .
l 1 SM. I / I \l bl eml 1 -
l l 241. I S/ Red I
- I 335. I 9/Arfber I i I '
I 337. I I I pk _gml i I 339. I / I I i' 1 341. I WRed I amt aml I 335. I @/ Amber 1- 1 i ;
j i 337. I / I pl gml ,
1 339. I/ I i ,
I i I 241. II 10/ Red I amt aml l 335. 11/ Amber I . I \ l e 1 337. I I pl \ pl -
1 339 I I I I
- I 34 . I 11/ Red I emi eml I3 . I 12/ Amber i i 1 I J7. I I gal I I 39. I I l 341. I 12/ Red I emi em ,
i
- Denotes Technical Specification eequirement
kttocament 4 ympan ,. g.g l DK7Arsv!-D31-T0304 4
. Chee1 15 cf 69 ;
Page: 59F 4.!D1 i Rev.I 1 Page Q nt g MQQ
~
ction 5.1.2 Et *fhe f:ormula (ge ctsiculating g level ,_ ,
f or down direction i s . typ i ca) d er &mber ar.d red I f ghts of reeds 1 thro 9ph 32 ,
g,gwLe fetre 4+s},x g inwe1 tup 1a $ leve1 dqm.m up force (gm) ,
9342.a. Ree 1 amber Illhts /
x_ _
g=__.- - g level cown ,
342.b. Independen veri 44C4% ion af calcutatish _ _ _
S342.a. Reed 1 red 1 hts (
gm x __ _ s g = _ s_
g level own _ ._
P 342.5, Independent verifi 15on of cal ufatlon _
E S342.a. Reed 2 amber lights gm a _ _g = - \.gleveldowh __
e as~
342.b. Independent v'erificatt . x\ of ticulation '
i 4
$342,s. Reed 2 red 11:, hts ex- = _ ,,,,,e law I down _ __,
P 1
342.b. 1ndependent 9 Ification of Calcula 'on _ _ , ,
s342.a. Reed 3 ambe lightt ,
p __
g= -_.9 levnt d w n
. l ndent verification of calcuistion 342.b. Inde , , _ _
S342.a. Me d 3 red light s !
i py z _ g te _ __g Itvel* dOWn
' \
34 .b. Independent weelfication of calculation _7 N ,
I s - Denotes Technical Specification <reigotrement l 4 .
i
, , , _ ~ - _ , . . .
,- Attochment d
- TEM *OM9Y CHANGE M7A: SV I -D 51 -T C 3 0 4 -A
, Shoot 14 of 49 .g Page: 200
- Rev.: 1 -
- Page d of g etion 5.1.2 Initiat 03 .a. Reed 4 amber light
gm x g= g level down gm 4
342.b. I ependent verification of calculation 0342.a. Ree 4 red lights -
x g= g level down gm 342.b. Independen verif6Kation of calculat1 0342.a. Reed 5 amber ight .
px g=
- g low down P
342.b. Independent verific lon of Iculation 0342.a. Reed 5 red lights gm x g= g level down 342.b. Independent verifica ion of Iculation
- d og 0342.a. Reed 4 amber ligh gm x g= g leve down P
342.b. Independent erification of calculatl 0342.a Reed a re lights 1
x g= g level down
) 342.b. In pendent verification of calculation 0342.a. ed 7 amber l i gh t s gm x g= g level down
- 9 .
3 .b. Independent verification of calculation -
0 - Denotes Technical specification requirement
. . ~ . . _ _ _ _ - - . _ ,
TD.'.PORARY CHANGE
~
Attachment 4 'g g Cri7 A : SV!-DU1-T0304-A Sheet 17 of 69 Page: 201 h ge M of.4,2 g,y,a 3 InItIa1 Se tion 5.1.2 0342. . Reed 7 red light
- g level down ya 1=
. gm ;
342.b. In endent verification of calculation -
0342.a. Reed amber 1ighta gm x g= g level down p -__
342.b. Independent erificati,an of calculatl 0342.a. Reed O red Ilg ti pu =
- g leve down E .
342.b. Independent worifica on of c culation
. 'O 0342.a. Reed 9 amber lights pa g= g level down gA 342.b. Independent verificat on of c culation
. o03 9342.a. Reed 9 red lights gm a = g level own p
342.b. Independent rification of calculatio 9342.a. Reed 10 am e light s
! x g= g level down 4
342.b. Inde ndent verification of caleviation 9342.a. Re d 10 red light
/ gm a g=
g level down _ k gm 342 . Independent verification of caleviation
- Denotes Technical Specification requirement y y--w ,r-w- - , yes - y- - - - - - - - - - - , w-- -e--- * -- - - ------+w _ - - - - >_ - - - - - - -
, . TEMPORARY CHANGE Attachment 4 g 903 1 OM7A s W3 -D55 -7 030 04 Sheet 18 of 49 i Pager 202 L Page d of g 4 Rev.s 1 i
Ini eals se ion 5.1.2 9342.a. Reed la amber lights ,
l
__gm x *-g= g level dwn P
342.b. Indep+nd t verification of calcuta on -
S342.a. Reed 11 red Mt gm x ,,
= evtl Wown gm -._ i 342.b. Independent verifical of calculation
\
9342.a. Reed 12 amber lig a yn x I
/ g=
- g1 el down 603 i WR / , i 342.b. Indepen t verlVication of calculat n O ,
S342.a. Ree 2 red lights i
gm x g= g level down '
WR ,
t
.b. Independent verification of calculation
) i 4
- i I
e J
$ - Denotes Technical Specification requirement :
. p
4ttachment 4 OM74. :SVT-DSI-TC304-A
' Snoot 19 of 49 Fog?: 203 j 1
Rev.: 1 Se e t i on 5. .t .2 Initi41_s 349. Til t angle f or reed I w MO de gr e e s __ _N!)k
$349. AS LEFT g level f or reed 1 =
1 - cosine of til t angle = 1- MT = .Q5 g Xdh 350. Calculation independentIy verified b 353. Tilt angl e f or reed I = _ sb degrees _M
$354. AS LEFT g l eve l f or r e e d 1 <=
1 - cosine of tilt angle = 1- .M = .M g 1M 355. Calcul ation independently verifled 35S. Til t angle for reed 2 = NaD_ degrees XM
$359. AS LEFT g level for reed 2 =
1 - cosine of t ill t angl e = 1- M = .M g YM 360. Calcul ation independently verified 343. Til t angle f or reed 2 = S3d degrees N
$364. AS L' EFT g level for reed 2 =
1 - cosine of t i l t angl e = .1- .N = .70 g X$
365. Calculation independently verified 348. Til t angle f or reed 3 = b de gree s M
~
$369. AS LEFT g level for reed 3 =
1 - cosine of til t angle = 1- iD = .M g M 370. Calcul ation independently verified 373. Til t angle f or reed 3 = SD degrees Mk
$374. AS LEFT g level for reed 3 =
1 - cosine of til t angle = 1- 307 = . 333 g }h 375. Calculation independently verified 378. Tilt angle for reed 4 = b4 /.o degrees M
$379. AS LEFT g level for reed 4 =
1 - cosine of t il t angl e = 1 .M k _ = iM g M
'90. Cal cul at i on independently verified j
$ - Denotes Technical Specification requirement i
kttachment 4 OM7A: SVI-D51-T0304-A
' Sheet 20 of 69 Page: 204 Rev.: 1 Section 5.1.2 Initials 383. Tilt angle for reed 4 = $5 degrees MN
$384. AS LEFT g l evel for reed 4 =
1 - cosine of tilt angle = 1- Mlk = ,M g /M 385. Calcul ation independently verified 388. Til t angle f or reed 5 = egrees h44L S389. AS LEFT g level for reed 5 = *n
.Np=M
- ast 1 - cot!ne of t il t angl e = 1- g )fdsk 390. Calcul ation independently verified h) 393. Tilt angle for reed 5 = 6dd degree- NM S394. AS LEFT g level f or reed 5 =
1 - cosine of tilt angle = 1- .blb = ,384 g )l@
395. Calculation independently verified k 398. Tilt angle for reed 4 = NIS degrees Mdh
$399. AS LEFT g level for reed 4 =
1 - cosine of tilt angle = 1- .N = .D$) g /M 400. Calculation independently verified 403. Til t angle f or reed 4 = 6l.~ degrees NM S404. AS LEFT g level for reed 4 =
1 - cosine of til t angle = 1 . D = .380 g N 405. Calcul ation independently verified 408. Tilt angle for reed 7 = M il degrees $bM S409. AS LEFT g level for reed 7 =
1 - cosine of tilt angle = 1 .ll\ = .M g M 410. Calculation independently verified 413. Til t angle for reed 7 = $.8 degrees M
$414. AS LEFT g level for reed 7 =
1 - cosine of til t angle = 1 eSbD = Nb8 g h 415. Cal cul at i on independently verified S - Denotes Tectinical Specification requirement
Ottochment 4 OM7A t SV ! -D51 -T 0 30 4 -A
. .Shoet 21 of 69 Page: 205 Rev.: 1 Section 5.1.2 Initials 418. Tilt angle for reed 8 = hl degrees M4b S419. AS LEFT g l evel for reed 8 =
1 - cosine of tilt angle = 1- .lr $ = . W. g // M 420. Calcul ation independently verified 423. Tilt angle for reed 8 = b$.0 degrees )[4@
S424. AS LEFT g level for reed 8 =
1 - cosine of tilt angle = 1- .4d3 = .$77 g mmh 3 425. Calcul ation independently verified 428. Tilt angle for reed 9 = $D degrees /vM
$429. AS LEFT g level for reed 9.=
1 - cosine of tilt angle = 1- ,% = .Lll$ g Ed8 430. Calculation independently verified 433. Tilt angle for reed 9 = [eb.S degrees AM
$434. AS LEFT g level for reed 9 =
1 - cosine of tilt angle = 1- .370 = .6% g h 435. Calculation independently verified 438. Tilt angle for reed 10 = Sb, b degrees Mb
$439. AS LEFT g level for reed 10 =
1 - cosine of tilt angle = 1- .833 = . lk7 g M4%
440. Calculation independently verified 443. Tilt angle for reed 10 = M degrees M
$444. AS LEFT g level for reed 10 =
1 - cosine of tilt angle = 1 .747 = .D g M 445. Calculation independently verified 448. Tilt angle for reed 11 = M3 I degrees M
$449. AS LEFT g level for reed 11 =
1 - cosine of tilt angle = 1- RIl = .070 e M 450. Calculation i;idependently veriflad
$ - Denotes Technical Specification requirement w - ,n . - . , , - . _ _ . - - . . . - - - . , - - , -
OK7A: SVI-DSI-T0304-A Attachmont 4 Pages 206 Sheet 22 of 69 Rev.: 1 Initials Section 5.1.2 453. Til t angle f or reed 11 = M5 5 degrees lidh
$454. AS LEFT g l evel for reed 11 = ,5% = i Ol g llh 1 - cosine of tilt angle = 1-455. Calculation independentlyverI***9a.,-
458. Ti1 t angIe f or eeed 12 = Mn d # egrees ))Ab M# h S459. AS LEFT g level f or reed 12 =t i l t angl e ==1-. 07(o
_.M g 1 - cosine of 460. Calculation independently verified klh 443. Til t angle f or reed 12 = Z.0 degrees
$464. AS LEFT g level for reed 12 = i0S l g flMk 1 - cosine of til t angle = 1- .9d\ =
j 445. Calculation independently verified J
$ - Denotes Technical Spec.fication requirement
- -_ . . ~ . -- _ .. . - - .- . . - . -. . . _ .
TDAPORARY CHANGE Attachment 4 #M CM7A SV I -DS t -T 0 3 0 4 -c, Page: 207 Sheet 23 of 49 Pagedd g Rev. 1 In l 4
i als ction 5.1.2
/
l\ AS LEFT Force Values For Switch Settines /1 l ITEP'I REED / LIGHT I UP FORCE I DOLN FORCf 1 .
I 4 3. I 1/ Amber
- l*- 1 / I 14 . 1 I pl / pl ,
I I I / I
. . I 47 I 474. I 1/ Red I aml / emi 1 440. ) 2/mber i i / 8 8 470. k l pl I pl I 472. l\ l I / 1 1 474. I \ 2/ Red I aml / eml mber i " I I I 448. I I 470. 1 I tml pl 1 472. I \ l b l[ l I 474. I 3/ Red I em r eel I 448. I 4/ ber i i i I 470. I I I pl l i I
, I 472. I \ l ami emi l 474. I 4/ Red \
5/mbe I I I 1 448. I I
/ pl pl 1 470. I I I
I / I
' h* I 472. 1 I 474. I 5/ Red I ami I
aml i
1 448. I 6/ Amber l\ /
1 470. 1 I\/ pl pl i
I 472. I i Y I i gy*.
l 474. I 4/ Red I /\ emt nel l
l 1 448. I 7/ Amber i/ \ l i OOJ t
1 470. I ( \ gml l
pl I
i 1 472. I \ mal 1 474. I 7/ Red I \ eel I 448. I S/ Amber / 1 \ I i -
1 470. I I I \ pl pl 1 \l I 1 472. t i 474. I t/Res/ I hmt amt 4
l 448. I 9/Mber. I \l i I 470. I / I p\ pl
.1 472. t / I i i*
F/ Red I emt amt j l 474. I I
t* I 448. I $/Mber 1 pl 8
j I 470. l_ I I i
p l' l
. I 472. If I \\
I 474. l/ 10/ Red I amt est I 448. 11/hbor 1 1 \ l I pl X pl
. I 470. I t 47 I I I \ l .
l I 47 . I it/ Red I am ' ,, \ egl 1 4 8. I 12/ M ber I
.1 l
pl i l l 0. 1 I i
I 472. I I I 474. t '12/ Red I aml j s - Denotes Technical hecification requirement L.,---.-.-_.-..-_.-__-___.
, , f TEfGO. E CesArvGE
- M Attachment 4 OM7A: SV!-D51-T0304-A gheet 24 of 49 ,
Page: 200 Rev.: 1 ection 5.1.2 Inl lats
. HQTE: The f ormu ka_ f or cal cul at ing g level for down direction is typical for amber and red lights of reeds I through 12 down force (em) x g level up = g level down up force (gm)
$475.a. Re 1 amber lights px h= g level d n 475.b. Independ t verification of calcu tion S475.a. Reed 1 red ight yn x g= g evel down i 9" h ,
475.b. Independent veri
- cation calculation
$475.a. Reed 2 amber light s
- gm x g= g level down gm 475.b. Independent verif ation f calculation
, 9475.a. Reed 2 red Ilgh a gm x g= g ve1 down ,,,
P 475.b. Independe t verification of calcu tion 9475.a. Reed 3 ber lights yn x g= g level dow WR 475.b. I dependent verification of calculation
$475.a Reed 3 red lights .
1
- gm x g= g level dow1 i F i
5.b. Independent verification of calculation 4 3 '
- . - eenoie. Technicai g,ecification re4uirement N l
.m, _. , _ _ m_ _ _ _ _ . _ . . . . . _ ._ _ _ , . - . . - . . . . _ _ _ _ . . . _ _ . , _ . . _ _ _ _ _ _ _ _ . _
~~ ^
--- - ~
.. .. TD.tPORARY CHANGE p,003
.achment 4 Page d of g oM7A : SVI -D51 -T o 30 4-A et 25 of 49 Page 209 Rev.s 3 tion 5.1.2 Initi 1
" ~
.,.a. Reed 4 amb6e 1Lght:
gm x g= g level down
- F -
. ._ 5.b. dependent verification of calculation
'b.a. Ree
. 4 red light x h g level down t
~5.b. Independe t verification of calcula son 75.a. Reed 5 ambe 11ght: -
pu e= gI el down gm
... -.__..c5.b. Independent,werif ation of calculation
- - ...._. .. 75.a. Reed 5 red light:
-g =
Px g level down gm
-5.b. Independent verifi tion calculation 003
.-5.a. Reed 4 amber Ilg a px g= gI el down F
c5.b. Independen verification of calcul tion c5.a. Reed d r d light x g= g level down gm j c5.b. In opendent verification of calculation i
- j. -
c5.a. eed 7 amber light ,
pa g= g level down
' gm
-5.b. Independent verification of calculation
- Denotes Technical Specification requiremeht
- . - ~ - . , . _ . - - - - - . - . . _ , . , ~~,.,-,_,---_.,e... -. . , , . , , , _ , _ . _ _ . - . - . , . . , , , _ _
-~
l
, ,. . TEMPORAW CHANGE Attachment 4 gg 017A s SVI -D51 -T 0 30 4 -A Page 210 Sheet 26 of 69 Paged of,g[r.[ Rev. 1 I als etion 5.1.2 Reed 7 red Ilght: j
$4 .a.
gm a __g= g level down P
j 475.b. dependent verification of calculation S475.a. Ree 8 amber light x g= g level n j.
475.b. Independe t verification of cale ation 4475.a. Reed 3 red ght:
pa g= level down ,
i P
475.b. Independent verif ation f caleviation
'h 4475.'a. Reed 9 amber Ilght yx g= g level down
. 475.b. Independent veel scation cal cul ati on 003 6475.a. Reed 9 red 18 to .
pa ga g1 el down P
475.b. Independ t verification of calcut tion j S475.a. Reed I amber lights pa ga g level d l 475.b. ndependent verification of calculation .
l S475. Reed 10 red 11ghts , ,
pa g=_ g level down P
l 475.b. Independent verification of calculation S - Denotes Technical Specification requirement \
e i
-,,--w-,w-- - , _ . - - - . . _ _ . _ _ _ _ _ . . _ , -
.. TEM FMRY CHA' IGE Ottachment 4 #M OM7A: SV!-D51-T0304-A P e: 211 Sheet 27 of 69 Page d g g nitials 5 tion 5.1.2 e475. . Reed 11 amber light:
.gm a *~g= g level dow -
l F
- I 475.b. Indep dent verification of cale ation
$475.a. Reed 11 e lights gm x g= g level down
~~
F --
475.b. Independent vertft ion of calculation 9475.a. Reed 12. amber 1i t:
px g= g level down m3 F
475.b. Indepe ont verification of ca ulation O S475.a. Re 12 re d l i gh t s ,
gm, x g= g level d gm
- 5.b. Independent verification of cc.1culation l .
l l
.s - Denotes Technical Specification requirement l
l
Attachment 4 OM7A s SVI -D51 -T 0 30 4-A 8
Sheet 28 of 49 Page: 212 l Rev. 1 Section 5.1.3 Initials tgT,g t Formula for calculating the Natural Frequency for reeds 1 through 3:
Natural Frequency = 30 esci11ations time (sec) 950. Nat -al Frequency f or reed 3 3D = bN Hz MY g .ec
- 51. Calculation independently verified
$54. Natural Frequency for reed 2 30 = d.$ Hz 1 b Q,0 se c
- 57. Cal cul at i on independently verified S42. Natural Frequency for reed 1 30 = 10D Hz AAl p .e e
- 43. Calculation ' independently verified O ,
I.
s I.
l l ,
l t
S - Denotes Technical Specification requirement e
, ,,. , ,,-. - - - .,w - - . - - . _ , _ _ - - , - - -
Attachment c OM7A SV!-D51-T0304-A Sheet 29 of di Page: 213 i Rev.: 1 l l
Initlets Saction 5.1.3 i STEP l REED i T I F i TxF i AS I l l 1 I (SEC) I (Hz) I (CYCLES) IFOUND XI l t 72. I I I I I I XQ4 C l l 139. I 12 I I I I I AW I I I i 1M O i I 140. I Ol 142.at i 2.M IIo.3.b I lO 1 O\ I W6 l' l 70. I I I I I I Ah 4 i 139. I 11 1 I I I I P '
I I I I MW u i 140. I 01 142.ai II b.b 1cM i bl 1 2.0 i I
a e,,
AEh rr i
I I 84. I I T I I 139. I 10 l i I I i M l I I I I Wh !
i 140. 1 I IO k'g MA O iM i I I I {
01 142.at '
t i 90. 1 I I I I i 1% (4 i I 139. I 9 I I I I I & i I i Y I Wh 1 i 140. I 01 142.at i Db/ I (U i I o I
I I N I i
I 1
AWk @
Xhk ti l
l 96. I 3 i 139. I 8 l ! I I I AM I I I I I WW &
i 140. I I b.M i 10 ' 5 I bO i lA i pg 01 142.at I I I I I AMi*r O I 102. I I 139. I 7 I I I I I 2 1 140. 1 I I I I I flere fst 01 142.at I bb i 10t I
b I I
OO I I
pB "M O i 108. I I I I 139. I 4 1 i I i i E olI ~114, lLi1 lwl6n' I I I m l p.1 I
l I
Ni V4 6sr i 139. I 5 1 1 I i l JAW 1 140. I i /I I I I MMr 9 IbbI M' 01 142.at I I d\ l B to l i #Ah M I 120. I I I I I i 139. 1 4 I l i I I fW IWh* M 4
i 140. I el 142.at I
I .
I I DI I
I I
b' l i d,0 I
I i
I m a es milhi ed I 126. I I 1 139. I 3 I I I I I M 1 I I h Gi i 140. I 41 142.at 1
I !O N I 3II i
1 b I O.\ l i hB 1MfA 8 .
I 132. I I I I I i 139. I 2 1 1 I I I IMA i l' I T 1 h 44
$1 i 140. I 142.at J bI 2.50 1 1 I
I I
I
&6 hfr 1 138. I i 1 1
, i 139. I 1 1 I I I i 144 I l I l M E tr el i 140. I 142.at I b*g iI 9 03 I IM I M.% 64 141. Independent Verifications Calculations correct. G1
$ - Denotes Technical Specification requirement
)
t 0Aside. %\ued on W ,
TEMPORARi CHAh 5E OM7A: SV! -DD 1 -T 0 30 4 -A i cittochment <3 Sheet 30 of 49 #OS Page: 214 R'V 8 Page y of g 1 Initists Soction 5.1.3 152. Horizontal displacement f or record plate 5M51 IN NAh ;
Df 0153. AS FOLND hor-I:ontarsensi tivi ty: = .3Y g/IN Yb
- 4Z = #S-003 her i zon tal displacement g p IN.
154. Calculation independently verified ,
157. Horizontal displacement for record plate S.l6}2 IN NA nsitivitys pff 0158. AS FOLND horizontal m '. .t St. = ,$0 g/1N NW A* A D, horizontal displacement 3 g IN.
159. Calculation independently verified 142. Hor i z on t al displacement for record plate MO% 3 IN 9143. AS FOLND horizontal sensitivity: = Y Wg P2 = A3 Y g/1N 003 horizontal displacement g30W IN.
1 144. Calculation independently verified 147. Horizontal displacement for record plate bSlh4 IN 9148. AS FOLND horizontal sensi tivi ty: =
2 = 2 \iY g/IN N horizontal displacement @45 IN.
149. Calculation Independently verified h 172. Horizontal displacement f or record plate \.0\o5 ~1N
$173. AS FOUND horizontal sensi tivi ty: m.
2 = 2 \b g/IN hor izon tal displacement \,0w IN.
174. Calculation independently verified S - Denotes Technical Specification requirement e
--,w , , . - - . - - , - - - , - - - ~ - - - - - , . - - . . . , , , - - - - - - - - - - . . , . - - . , - - -- -- - - - - - -
- hment 4 OM7A: SVI-D31-T0004-A 31 of 69 Page: 215 Rev.: 1 ion 5.1.3 Initials
. Horizontal displacement for record plate 6
.6% IN Y$u
.. AS FOUND horizontal sensitivity:
2 = 2 = 3.b g/IN N horizontal displacement ,@ IN.
. Calculation independently verified )
- . Horizontal displacement for record plate 7 aisk h\Q !N kW
.. AS FOUND horizontal sensitivity:
2 = 2 = N g/IN
! horizontal disp 1acement ,q\t IN.
.. Calculation independently verified
. Horizontal displacement f or record plate 8
.M IN N '
AS FOUND herirontal sensitivity:
i 2 = 2 = W g/IN 14 horizontal displacement ,% 6 IN.
- i. Calculation independently verified
- 2. Horizontal displacement for record plate 9
.bh IN N i . - .--- - i 3. AS FOLND hor i zon tal sensi t i v i ty:
2 = 2 ,= (.A N\ g/IN h herizontal disp 1acement 3Q, IN.
- 4. Calculation independently verified
- 7. Horizontal displacement for record plate 10 ~
i4% IN N FS. AS FOLND horizontal sensitivity:
2 = 2 = O g/IN %Y hor i z on tal displacement yy IN.
~~"'
""-*P. Cal cul a t i on inde penden tl y ver i f ied Denotes Technical Specification requirement
OM7A SV!-DS1-T0304-A Attachment 4 Page 216 Shoet 32 of 69 Rev.: 1 Initials Section 5.1.3 202. Horizontal displacement for record plateO X IN T W~
,\M C203. AS FOUND horizontal sensitivity: = 6b 2 = 2 w 14 3___ g/IN horizontal displacement pF IN .-
204. Calculation independently we led /
207. Horizontal displacement for record plate 12 hk
.09 IN O208. AS F0t.ND hor i zon tal sensitivity: = h 2 = 2 Mk g/IN horizontal displacement 99 IN.
209. Calculation independently verified I O - Denotes Technical Specification requirement
4
, . TL'. FLTAW CHANGE -
p 00h Attachment 4 OM7A: SVI-D51-T0304-A ;
Sheet 33 of 49 'bdM Page:
Rev.
217 1
Section 5.1.3 Initials 215. Til t angle f or ryed 1 = 13.4 degrees NW S214. AS F0WD g level f or reed I = f l ame of tilt angle = . D D- = .M \b g XM
! 217. Calculation independently verified l
I 220. Til t angle for reed 1 = IS.3 degrees MAA ,
l S221. AS F0WD g level (R-reed 1 =
eme of tilt angie =
.33\ = . 33t g h 222. Caleviation independently worified b 225. Tilt angle for reed 2 = ILI,lo degrees M S224. AS F0WD g level for reed h =
er SMP of til t angle = . 2SD = iD g M ,
O_ 227. Caicuiation inde,endentir .erified . & !
230. Tilt angle for reed 2 = 2 3 degrees M M t i
9231. AS F0WD g level for reed 2 =
KAff of til t angle = . 3% = .3L g NM 232. Caleviation Independently worified 235. Ti l t angl e f or reed 3 = k$S degrees M S234. AS F0WO g level for reed 3 =
j KMP of tilt angle = .D'N = .MM g h 237. Calculation independently verified 240. Tilt angle for reed 3 = M degrees M
I S241. AS F0WD of E/a7 g level tilt for reed angle = 3 = Ad\ = .4D\ g b j
242. Calculation independently verlfled b - ,
245. Tilt angle for reed 4 = llal degrees .- @
S244. AS F0WD g level for reer 4 =
SMP of tilt angle u. . h37 = , M) g M 247. Calculation independently verified h-S - Denotes Technical Specification requirement
--v+-,- .w-,w-----,-mv%----..,,,,,,,,e. , , , . %-.m,,. - - - . , - . - - - - - - - - - ~ - - - - - - -
- i. .
TEMPORARY CHANGE CM7A s SV!-051-T0 30 4 A A t t a c hme n t 4 R00{ Pages 218 Sheet 34 of 49 Page & of g ,,,,, g
- 1 Initials f Section 5.1.3 ,
250. Til t angle f or reed 4 = M N degrees iib l 9251. ASg/ar F0tND of g level tilt for reed angle = 4 = .4N = .4 IS g M464 252. Calculation independent 1r verified ,
255. Til t angle f or reed 5 = lli b degrees ll &
S254. AS FOLND,of g level far reed 5 = . }0$
tilt angle .
, ,gg , g
- <4 7 257. Calculation independent 1r verified 240. Tilt angle for reed 5 = ISl de gree s M .
9241. AS FOLND of g level for reed 5 = .337 til t angl e =
= ,,D7 g )f,b ,
- ear i
l 242. Calculation independent 1r verified m 245. Tilt angle for reed d = bN degrees Ildo 9244. AS FOLHO g level for reed 4 = 7dM sta r of tilt angle . .I@ =,Y g M l
247. Calculation independent 1r verified I
270. Til t angle for reed 4 = l(s.O degree. M/W l
9271. ASse,c FOLNDofg level for reed 4 = .JN M g tait angle = = MAb-272. Caicuistion independentir verified $
275. Tiis angle for reed 7 = 7A degree. - 16 S274. AS FOLNDof sese g level for ree'd 7 = il M = . O 4 tilt angle e g Mh 277. Calculation independent 1r verified b [
i a ;
200. Til t angl e f or ree d 7 = 18.N degeoes !
/
S201. AS W/fP FOLND of g leveltilt fkngle r reed=7 = ,3) L = . 316 .g A4 ,
282. Calculation independently verified e - Denotes Technical Specification requirement
~ - . . - __ . . .. . - _ - _ . .- _ _ _ _ - __
TEMPORARY CHANGE cttochment 4 y D'.7A : SV ! -D51 -T C 3 C 4 -A
. Sheet 35 of 47 #4 Page 219 Page Q ar g Rev.s 1 i
Section 5.1.3 Initials ;
285. Til t angle f or reed 8 = lh \ degrees '/ $
s2ed. AS FDLND g level for reed 8 =
2[M
.s wr of tPM angle = .M = M g 287. Calculation independently verified 290. Tilt angle for reed 8 = D9 degree.
S291. ASs/#f FOLNDofg tilt levelangle for reed a 8=M = .N1 g M 292. Calculation indepe ently verified
.... Tiit ..,gie for reed ,= 90 degree, na
~
- 294. AS FOLND g level for reed 9 = -
JYMP of tl1% angle = .&3 = ek g h 297. Calculatten independently verifles -
W 300. Tilt angle for reed 9 = Ib de grees ,
t 9301. AS FOLND g level for reed 9 =
of tilt angle = M = .N g h M [
. J/w P ,
302. Calculation independently verified 305. Tilt angle for reed 10 m liS degrees N*
- S304. AS F0tND g level for reed 10 m 4/dr of tilt angle = .M = .M g M@
307. Calculation independently verified ,
j 310. Til t angle for reed 10 = Ilb degrees N
+
1 l S311. AS FotND g level for reed 10 4/w P of tilt angle = .30) = .30b g h f
312. Calculatten independentir verified M '
315. Tilt angle for reed 11 = Il degrees . IM l
S314. AS F0tNO g level for reed 11 =
f/ar of tilt angle = . I$l = . b, g Ab '
317. Calculation independently verliled t I
s - Denotes Technical Specification requirement
=-e . , ---rw.- .r-w,.,w - --,rw ,-w ,w ,.w-m.m, - .,,,_r -.e..w,,,-,-r,._-,-._---e-%%,%----m-,,,,-r--n,.--
.~. . . -. . . - . _- - .. -- - .
.- TEf.'FO M CHANGE W. 6 Ottachment 4 OM7A: SVI-D51-T0304 4 1 Sheet 34 of 49 N8ddM Page:
Rev.s 220 1
l i
Section 5.1.3 Initiats l 320. Til t angl e f or r,eed 11 = OM
~'
degrees ~1( Sh i
0321. AS. Tare FOUNDofg tilt level angle for reed . it = dis
. = .315 g fab .
322. Caleviation independently verified A ,
325. Tilt angle for reed 12 = D de gre e s MdW 0324. AS.sFOWD Tc.J w r gofleveltil (We-reed t angle = 12 = D$ = .lD$ g FM ga 327. Calculation indepe,ndently worified b 330. Tilt angle for reed 12 = h.D degeoes #{
0331. AS F0 W D g level for reed 12 =
.sr ure of tilt anele = AO = 'l(oD e M 332. Calculation independently worified W
4 4
I e
a l
i
. S - Denotes Technical Specification requirement '
j '
r.-6.-,.-w..- c.,,,.._.--r--w--w-.,.,-%..----.,,,.---,w.,---r-.--ww.,-
y
~
, m wi --
y ,r.,, . , .
,- Qttocheent 0 C *'I Ag W AICV!-051-T0304 4
- gheet 37 of 69 Pogot 221
%ddM i
Cev.s 8
/ i Coction 5.8.3 .
Inittais 3 . viit angie <er reed i e go. ee.
,L .
l 033d. 5 FOLHD g level *for reed 1 = @l er of tilt angle e a g _- -
/ , /
l 337. Cal ulation independently worified, /* g ;
340. Tilt gle for reed i e de grees ,
0341. AS F0 g level for reed I =
.s/a r of tilt angle e s e g
! 342. Calculatica ndependently worlflod ,
345. Tilt angle for reed 3 e ,
dege,,
, 0344. AS FOLNO g level se reed 2 =
gen e of til angle = = ,
347. Calculation Indepen ntly worlfle i) degrees 350. Tilt angle for reed 3 ,
l
! '0353. AS, FOLNO g level for ree 2 13 3 sear of tilt angle m a g 352. Calculation Independent 1 ve fled l
! 355. Tilt angle for reed 3 o geoe's i 0354. AS FOLND g level for reed 3 m d*/a 7 of tilt nele e a g 357. Calculation inde ndentir verified 340. Tilt angle for reed 3 = _ destee s s l 0361. AS FOLND g vel for reed 3 e seap f tilt angle m = g 342. Calculat on independentir wortfled l 345. Tilt gle for reed 4 e _ gege,,e l
\-
i 0344. AS (ND g level for reed 4 =
S/sr e of tilt angle = = g 347. alculatten independent 1r worlflod \_ '
l l t - Denotes Technical Specificatten requirement -
p
~ _ _ _, . _ - . ___ _ _ _ _ . -
,7
< h / sc.
CHA.N3g gr47A:SV!-D51-T0304-A !
At tathoent 4 Shoet SW of 49 #Q Face:
222 Peceg4fg Enltlais Sectlen 3.1.3
. . Tiit angie for reo e = _ de,eese
- / '
. n . .. F.= 3 ie.ei sier for. reed W =
of tilt engle = =_ g
$a l 372. Ca ulatlen independently worified
/ :
375. Tilt nele for reed S
- degrees
- $374. AS P g level (EF reed 5 = -
4/* F of tilt ang,1e = = g 3
377. Calculatten Independently worified .
4 380. Tilt angle f reed 5 m. _
degre s ,
9381. AS FOLND g f ewel for reed S = ;
es/ae of til angle = = _g
'" ntly verif ed l 382. Calculatlen Indepen .
305. Tilt angle for reed d degrees
$3g4. AS FOLHD g level fee Poe = l state of tilt angle e g 003 !
387. Calculation Independen y we fled --
390. Tilt angle for reed = degrees f l
9391. AS FOLND g level f reed d = l
= 9 i
dyse of til anCle = -
393. Calculatlen In pendently vertfled l '
395. Tilt angle f r reed 7 = degrees .
l I
9394. AS FOLND level for reed 7 = , *
- gen e of tilt angle = _
-_= g ,
397. Calcul tien Independent 1r verified l 800. Til angle for reed 7 = degrees ,
8 9401. A FOLND g level for reed 7 =
er of tilt angte = =- g _
\
40 . Calculatten Independent 1r vertfled
- l S - Denotes Technical Specificatten requirement I
_ __ i
g TW.PM1 C>h.
J
.. .. Crt7 A s SV! -D*,1 -T C 3 c 4 -A otta:hn**, 4 c A dg Page 223 Shoet 37,of d a....
P==.2% er 42 .
1 jal' int s j i Cection 3.1.3 .
.. . > \
- 05. Til t angle f or reed S = Wegrees - / 1
/
C40 AS FDWD g l e v e l. ime r e e d g =
_= g_
p
.Srer of tilt angle =
C07. C Iculation Independent 1r verified .
i Olg. Til angle for reed 8
- deseees _
0411. As F0 g level for reed a m . ,
4,- oftiit.ggie. _
412. Calculati ladependently vertfled 415. Til t angle f reed 9 = degeee 0414. AS F0 WD g leve for reed i = q Ride ' ef tI t angle e a_
417. Calculation ,Indepe ently veriff d, 42'0. Til t angl e f or reed 9 We grees 0421. AS F0WD g level for roe 9 Seer of til t angle av g g i
422. Calculation Independent w ified 425. Tilt angle for reed = degeses 2 C424. AS F0 WD g level ( reed 10 =
gree of til ' angle = _
= g .
l 427. Calculation la pendent 1r worlfled ,,
430. Tilt angle f e reed le a degree 9431. AS F0WD poflevel for reed 1e e tilt angle a . g _
Xsa _
432. Calev1 tion Independent 1r verified _
angle for reed 11 m degeoes ,
435. TI)
S434. F0WD g level for reed 11 =
- g
\\ ,
g/4P of tilt angle *
~\'
43 . Calculation independently ver tfled i
~
^
S - Denotes Technical Specification ree.uirement , ,
r9 S
,.,y,,.-__,.-..___._y. -y..
' -no g \ OM7A: SVI -D01 -T C 3 0 4-4.
' '{Cat t acNee n t 4 fny SS W.WW CHANGE P0 9 8 324 Sheet 40 Of 49 f so Rev.s i 1 i Fage & ctsg 2 lettials f tien 5.t.3
.e.ree.
/i e A4 . t .ngie 4er e.ed u _
- ~
df 443. A. F. . ie, ~ ., reed u .
of tilt angle a
_= _
- @gr _
endently verified _-
442. Calculatten In eees 445. Tilt angle for reed a_
TMg S444. AS F0WD g level for reed =_g g/gr of tiltf ngle =
ly worifle 447. Calculat t en indepe.nd ,
degese 450. Tilt angte for e d 12 = ,
S451. AS F0WD evel for reed 12 = _m _ g of tilt angle =
saw
\
452. Ca ulati'en Independently Worlfled 4
$ - Denotes Technical Specification re4uirement O
e
. -. _ - = . _ _ _ - . . - _ . ._
l
.- r --
TEMPORARY CHANGE Attachment 4 OM7A s SV!-D51-T0304 A '
Sheet 41 of gy Pa p M of g Page: 225 '
~
Rev.: 1 r .
Section 5.1.3 Initials 453. Til t angl e f or rpe_d 1 = 13 1 degrees ) lib l
s45p. AS LEFT g level for reed 1 =
sine of tilt angle = .)DO = .M0 g b -
440. Calculation independent 1r worified kA l 443. Til t angle for reed 1 = bb degrees IIlM <
$444. AS LEFT sine ofg tilt level angle foe' reed
- 1=M m' .D g NMW t
fx 445. Calculation independentir verified ih/
448. Til t angle for reed 2 = 16,0 degree, X/N S447. AS sine LEFTofgtiltlevelangle for reed = 2=M = .Mg MAR f h 470'. Calculation independently verified 4 473. Tilt angle for reed a = 33.\ degree. rd1A
$474. AS sine LEFTofgtiltlevelangle for reed 2 = E = .3 D g -fc=l
= ikik g 475. Calculation independent 1r verified ,
h 478. Tilt angle for reed 3 = 16 0 degrees M S479. AS LEFT sine of g level for reed tilt angle = 3 = 3(a . = .R g M 480. Calculation independent 1r verified h
483. Tilt angle for reed 3 = M.b degrees MM
$404. AS LEFT sine of g level f or reed tilt angle = 3=% = .4l(o g b
.485. Calculation independent 1r verified 4 488. Til t angle for reed 4 = IM degrees .M
- 9489. ASsine LEFT g level of tilt angle for=reed 4 = M=- g d4h 490. Calculation independent 1r verified b
. $ - Denotes Technical Specification requirement
__ . . _ _ .. .. . . . . ~ . - _ _ _ . . _ _ _ _ ....
TD,tPORAW CHANGE Attachment 4 g M7A: SVI-D51-70304-44 '
Sheet 42 of 49 Pages 224 Page g ag g Rev.: 1 n .
Section 5.1.3 Initials -
~
473. Til t angl e f or rit.W 4 = M O _ degrees _. I M
$494. AS LEFT e levet for reed 4 =
~
sine of tilt angle = MCl = JD] g __[b 495. Calculation Independently worified 478. Til t angle for reed 5 = I_M Wegrees /M 9497. AS LEFT sine ofg tilt levelanglefoe reed = $=M . =.@ g M '
500. Calculat s on indepe,ndantly verifled hf/ _
503. vilt angie for reed s = J3 5 desete. ntak _
~
904. AS LEFT 5 levelforeeed5=[4
- 339 Sine of tilt angle = - g }fLMt b 545. Caleviation independently verified k!
- 508. Tilt angle for reed s = _lO _ de grees MMA ,
Ted
$509. AS LEFT 5 si.e of level tiit for reed
.ngie = 4=m . ..m ,~ m g 510. Calculation ladopendently verified h
513. Til t angle for reed 4 = IlO degeses NA 9514. AS LEFT mine ofg talt levelanglefar feed = d=N :. = .M g [t 515. Calculation independently verified _.
518. Til t angle for reed 7 = 131 d6geses XM j 9519. AS sine LEFT of gtilt levelanglefoe retd= 7 = M -_ = M
. g 3!/h 520. Calculation I.ndependsrttir verified 523. Tilt angle foe reed 7
- I M _ deprese , }$ %- .
I !
e524. Af. LEFT g level for reed 7 =
=N=Ng n -
sine of til t angle = }'dN' l 525. Calculation Independently verified 1
)
8 - Denotes Technical Spetification requireinent i
\.
1
l j TEMPORARY CHANGg OM7A SV3 -D5 -T t 3; 4.<,,
Attaehment 4 .
Sheet 43 of 49 gg l Page: 22?
ne... i Page f ot Q -
~
Gection 5.3.3 I M
- i nh !
52s. Tiit angle 4or rees e a D ( degrees __/.' 4 i o
l 6529. AS LEFT g level. tor reed S e M sine of til t angle = = .M g NN_ q l 530. Calculation independently verified 533. Tilt angle for read 8 = M - degress J . _ . _
9534. 45 LEFT e level fee reed 8 = $, O sine'ef t i l t angl e *
= .3]O g M .
535. Calculatich independeptly verified b
%($* f
- 538. Til t angle f or reed 9 = 1 % degress J S539. AS sine LEFT ofetilt levelangle f ar reed
= ? =9\I) = c) $ g 1MW I 540. Caleviation independently verified h_
543. Tilt angle for reed ?
- k degetes MJF ____
-() Tg,d
, S544. ASsine LEFT g fewel for reed ? * .k=
of tilt angle = ---
Ng k_ 033 545. Calculation independently verlfled i ID D Wegrees MMr 548. Tilt angte for reed 10 = .
$549. AS LEFT g level for reed 10 m.,M eine of tilt angte * = DDb g Mb@'
$50. Calculation independent 1r ver t fled kl 553. Tilt angle for reed to = O O -
degrees Y!A4 4554. AS Sine LEFT of gtilt level for reed angle = 10
- M = _ M g IM 555. Calculation -independently verified k/
558. Til t angle foe read 11 = N degrees l@A
$559. AS LEFT g levet for reed 11 .l= D sine of tilt angle = = a EO) g $44:r 540. Calculation independently verified k<
\
s - Denotes Technical Specification coquirement
. _ . -m . m - .- _,-4 -m - . - - . . - - . , - - -.-u _ _v _
TEMPORARY CHANGE l OM7AtSV!-051-T0304-A i ottachment 4 # gg - Page: 228 Shee t 44 of 49 R'Va8 Page M of d I Initials Section 5.1.3 I)ib degrees - TNe 543. Til t angle for reed 11 =
0544. AS LEFT g level for reed 11 = M sir., of tilt angle = - = <D g UD?
545, Calculation independently worified h3 548. Tilt angle for reed 12 = bM degrees /Ib 0549. AS LEFT g level for. reed 12 = II8 sine of tilt angn = = ,
i
!b g 1h w3 n
(M/
l 570. Calculation independent 1r verified 0 degree, y,{a 573. Tilt angle for reed 12 =
575. Calculation independently verified -;
I 1
S - Denotes Technical Specification requirement w- - -- - . - , , , , , , , , - , , - , - . - - - - -
-- .- _ ' ~~ - - - - - - -
7gg f ,,
TWPORARY ctwe.c CM7A SV!-DS1-T0304 <,
I
,Ottachment 0 3' fE. ' kg Page: 329 f Sheet 45 of df[ D Page g og g Rev. 1
. .4
- 1mltlais l Section 5.1.3 ~~
- degrees S. Tilt angle for reed 1 m _ /.d f
/ V s57 AS LEfT g level for reed 1 m sine of ti h ngte e a g /
[ M 5s0. C culation independent 1r verified Sf degrees 583. Tilt angle for reed I a _ ;
$584. AS LE g level for reed 1 = =
l sin of tilt angle m f
Indepe5 dent 1r werified 585. Calculatio L l reed 2 m degree SSS. Tilt angle f 9509. AS LEFT g level for reed 2"= g eine of tilt nele a I
/
590. Calculation Indepen entir verif f d degrees 593. Tilt angli for reed 2 h 9594. AS LEFT g level for ree 2
a g M
gs
' - eine of tilt angle m y we Ifled 575. Calculation Independen degrees EPS. Tilt angle for reed =_
5 tEFT g ie.'.i d P.ed a
.5,,.
sine of tilt ngle a _
=_ _ ,, g 400. Calculation i ependently verified e reed 3 m _ degrees 403. Tilt angle
$404. .S LEFT 1evel for reed 3 m a _g sin of tilt angle =
ation Independent 1r verified 405. Calc degrees _
408. Ti angle for reed d = _ ,
$409. S LEFT g level for reed f a sine of tilt angle = _m g _
d O. Calculation independentir verified _
\_ i S - Denotes Technical Specification requirement
, TENA"RARY CHANGC m _ooB Page d ef M '
OM7A sSt/1-031*T0204 A Attachment 4 >
Pages 330 shee t 44 of 49 7 7C* //)t/ I Rev.s I A ,
j ry.7,e 4oll 3o '
I M ilali ,
Section 5.1.3 -- - /
degrees ,, ,_
4 . Til t angle f or reed 4 m '
S414. S LEFT e f ewel for reed 4
- a g eine of tilt angle
- 415. Ca ulation Independently verified s
degrees __
y dig. Tiit agie foe eeed s = _
9417. AS LEFT 1evel foe reed S *
- g I
oine f tilt aigle * * . -
L 420. Caleviation independently verified segree __
~-
423. T!l t angle fo. reed B = _
424. AS LEFT g level or reed S
- 3 -_
sine of t!It gle =
ntly verif_ d
(,) , 425. Caleviation indepen '
_ degrees ,
- d28. TI1t angle fee reed 4 _
ed27. AS LIFT g level foe reed a g
% 1 sine of tilt angle m -
y we fled __ .
430. Caltvlat'lon independen *
= degeers .
433. Tilt angle for reed =_ ~
S434. AS LEFT g level f angle e'ee d d = ._g -
sine of til * -
t 435. Calculation I dependently verified 6
degeees -
438. Tilt angle oe r eed 'F
- _
~
sett. AS LEFT 1evel fee reed 7 * * -
si of tilt ang1e a _
. 440. Caic ation independently Wer! fled _
dege9es _
443. T t angle for reed 7
- _ -
$444. AS 1. EFT g level f or reed l 7m
- g _
sine of tilt anG e
- _ ,
_\ _
r
- 45. Caleviation independently verified i .
I e - Denotes Technical Specifliation re'guirement '
,cv , - .c ,
- ~~- -
i 1,. g w 4f TT.MPORAR/ CKA.%I W.7 A s S Ji -Z 1 -T 0 3 ; 4 -s, At totMenC 4 i
Sheet 47 of 47 FI d Ib Page: 231 Page g af g Rev.s 1
. g, .
initlat.
Section 5.1.3 i
S. Tilt angle for reed 5 = degrees .
/
I
.. Sitt AS LEFT g level for reed a =
- sine of tillingle = =_ g l
l 450. Ca culatlen independently worified /
453. Til t nele for reed 8 = degrees
$454. AS LE level fee reed 8 = ,
eine f tilt angle = a g 455. Calculatten indepenlently verified t
450. Til t angle 40 reed 9 = degee
$457. AS LEFT g level or re e d F = ,
= g sine of tilt gle e l
440. Calculation indepen atly verif d 443. Tilt angle fee reed 9 degrees l
$444. AS LEFT g level far reed g
k sine of tilt angle = = g3 445. Calculation ladependen y we fled 4 448. Tilt angle for reed 0=_ degrees
. 9449. AS LEFT g fewel f reed 10 = )
g sine of til angle a 470. Calculation i .ependently worified l
473. Tilt angle er reed 10 m degrees Sd74. AS LEFT 1evel for reed 10 m =
si of tilt angle = l
~
475. Calc ation Independently verifled i . 478. Tl t angle for reed 11 e degrees .
947F. 5 LEFT g level f or eeed 11 e sine of tilt angle *
- g D. Calculation Independent 1r verified S - Denotes Technical Specification requirement
- TWPORARY CHL'G.
W 003 CH7AtSVI-D51-T0304 4 Page 232 ,
Ottachment 4 Cheet 48 of of g, g g Rev.s 1
~~
'Tc * #2'10 N *- Intilats Section 5.1.3 . / fd deg ees
.. vili angie <or reed ti .
EFT g level <or reed 11 m . 4 S.04. A e of til t angl e =
= _
ndependently worified _
485. Calculatio 12 = egeses DSS. Tilt angle for P
$det. AS LEFT g level for.r.e i g
M sine of tilt angle e _
m3 t
490. Calculation Inder , ently verif
- degee 493. Tilt angle f reed 12 = _
SdF4. AS LE g level for reed 12 = = g ne of til t angle = _
49 . Caltvlation Independently verified ,
(-) .
i S - Denotes Technical Specification requirement 6
-r- -- --
OM7A: SV I -D51 -T 0 30 4 -c.
kttachment 4 Page: 233 Sr.e e t 49 of 49 Rev.: 1 initials Section 5.1.4 tiQT1: Formul a f or calcul ating the Na tural Frequency for reeds 1 through 3:
Natural Frequency = 30 oscillations time (sec) 30 = 1.D Hz MV '
$50. Natural Frequency for reed 3 ^
q 9 sec h
Cal cul a t i on independently verified 51.
Natural Frequency for reed 2 30 _ = ) $\ Hz b
$56.
\\.Y S'c
- 57. Cal cul at i on independently verified Natural Frequency for reed 1 30 = 3.03 Hz MAkh
$d2.
(AS **c Cal cul at i on independently verified
]
43.
$ - Denotes Technical Specification requirement
' Attachment 4 OM7A SUI-D51-T0304-A Sheet 50 of 69 Page: 234 Rev.: 1 Section 5.1.4 Initials i STEP i REED l T I F i Tx F i AS I I I I (SEC) I (Hz) I (CYCLES) IFOUND XI I 72. I I I I I I l'M D' i 139. I 12 I I I I I RM d5 S I I I klAF fd i-140. I
$1 142.al I ).k I I l I
i I
I I
I l
M&- 4 m 60 1 78. 1 I 1 139. I 11 1 I I I I IIMa*-
l 140. I I I Z.3 I I I Y MIPr fr+
$1 142.at I b.O I I I Di\ l e fa 12 A; 1
l 84. I 1 1 1 1 I 139. I 10 I l I I MAW
'y i I 140. 1 I I I I I IMA
$1 142.al I k. e I 'l I kib I M>r F/
l 90. I I I I I I X%A M i 139. I 9 1 1 I I l LtA4L I / I I 'lV>r (6 i 140. I si 142.at 1
i d-Q Q
1 l Dl I b I I I h&
k AIA" (4 I 96. 1 I I i 1 1 1 139. I B i 1 I I I fM i 140. I I I I I I Ne* &
SI 142.al 1 1 /Oi l i O I l.k i eg i 102. I I I I i 1 0 Woc Pt i 139. I 7 I i i i 1 1%lb i 140. I I I I I I N4A fb
$1 142.at I bbI lN I I I D3 I
i I
mi6 r#
W Alk 6f i 108. I I I 1 139. I 6 i I i l l N I 140. 1 I I I I I tilVIV E
$1 142.at i N Ib I b i Di\ l IMAS O 1 114. I I I I I I MMA M i 139. I 5 I I I I I IN MP W i 140. I I I I I I st 142.at I bb I 6M i I I b I b.3 I
i I MM m a, 1 120. 1 I i 139. I 4 1 1 1 1 I H4lft-l 140. I st 142.al i
I '
1 I 4.00 I
I i
i N I i D.3 l
i i
I 1*Mer @
m g,
)f ANle dti i 126. I I i 139. I 3 I I i i i IM-1 140. I I i 1 1 I tehw & l l SI 142.at iNI bbI I I I I D' l i
)V&b 1MAk Hf l l 132. I I i 139. I 2 I I I I I N
l 140. I i I I WhE &,
l el 142.at I
i Sk i 15 \
I 1
i I
9 i D.D I
i I
as WAMr P- l.
i 138. I I l 139. I 1 1 I I i 1 Xt%*r-l w W % 6p i
l l
l 140. I si_142.al I
I \O I 103 I
i M li 3.e0 I
i w t, 6%'
- 141. Independent Verification
- Calculations correct.
$ - Denotes Technical Specification requirement M- Oakside vd0e.5 on ChaA
J TEt.'.PORARY CHANGE I Attachment 4 OM7A: SV I -DS 1 -T 0 30 4 -A Sheet 51 of 49 # 1q Pages 235 Page g of g Rev.8 1 Initials Section 5.1.4 152. Hor i zon tal displacement for record plate 1 b,M S 4\5 IN 7pf 0153. AS FOWD horizontSI sensitivity:
.r S = FA= , M g/IN Yb ON hor i zon t al displacement 5gg IN.
154. Calculation independently verified 157. Horizontal displacement for record plate 2
'4 T% IN N 0158. AS FOWD horizontal s5nsi tivi ty n et n = .s M ,/1N m as horizontal displacement e IN. co3 159. Calculation independently verified 142. Horizontal displacement for record plate 1- IN N 0143. AS F0WD horizontal sensitivity:
YO N Eg d = Ut = g/IN 0o3 horizontal displacement } g IN.
144. Calculation independently verified ,
A 147. Norirontal displacement for record p1 4 9148. AS F0WD herisontal sensi tivi ty: b 2 = 2 = \d\ g/IN horizontal displacement Q9 IN.
149. Calculation independently verified b 172. Horizontal displacement for record plate 5 M A% IN S173. AS F0WD hoelzontal sensi tivi ty h
2 e 2 = %D\ g/IN horizontal displacement ,% IN.
174. Cal cul ation independently .v er if ied _
s - Denotes Technical specification requirement
- ~
CN7A : SV I -D51 -T 0 304 -A Attachment 4 Page 23d Sheet 52 of 69 Rev.: 1 Initials Sectio.n 5.1.4 177. Horizontal displacement for record plate 6 YiM
.b3\ IN 0178. AS FOt.ND hor i zontal sensitivity: = feb 2 = 2 1C g/IN herizontal disp 1acement ,h')\ IN.
179. Calcul ation independently verified 182. Horizontal displacement for record plate 7 N 400 IN 0183. AS FOLND hor izontal sensi tIwI ty: = $,@
2 = 2 g/IN horizontal dispiacement ,Lig) IN.
/
184. Cal cul at i on independently verified 187. Hor i zon t al displacement for record pla
$188. AS FOUND her izontal sensi tivi ty: =
2 = 2 lilS g/IN herizontal disp 1acement ,%o IN.
/
189. Calculation independently verified 192. Horizontal displacement for record plat ?
I $193. AS FOLND horizontal sensi tivi ty: =
2 = 2 bM g/IN N horizontal displacement ,p IN.
194. Calculation independently verified "I 197. Horizontal displacement for record plate 10 N
.%\ IN
$199. AS FOLND hor izontal sensi tivi ty: = h 2 = 2 4M g/IN horizontal disp 1acement ,
Qo\ IN.
/
199. Cal cul at i on independently verified
$ - Denotes Technical Specification requirement
OM7A SV!-D51-T0304-A Attachment 4 Page: 237 Sheet 53 of 69 Rev.: 1 Initials Section 5.1.4 202. Horizontal displacement f or record plate
.40711 IN Y[k S203. AS FOWD horixontal sensitivity:
= 2 = ID g/IN $b 2
horizontal displacement ,\01 IN.
204. Calculation independently verified N
ate 207. Horizontal displacement for record0 ,FtOgIN Yh S208. AS FOWD horizontal sensitivity:
= 2 = M .O g/IN NNN 2
horizontal displacement 'gFIN. +
,0h 209. Calculation independently verified O
l i
i l
l l
9 - Denotes Technical Specification requirement
TEMPORARY CHANGE Attachment 4 # OM7A: SVI-D51-T0304-c.
Page: 238 Sheet 54 of 49 Page g g Rev.: 1 l
Initials Section 5.1.4 ,
215. Til t angl e f or reed 1 = ID b degrees ,
XOh S214. AS FOI.ND g l e v e l
- For re e d 1 =
gvere of tilt angle = .M = idlX g )(M ,
217. Calculation independently verified b 220. Til t angle f or reed 1 = $.\ degrees MM4 9221. AS FOUND g level for reed 1 = .E g 5/#P of tilt'e gle = .3M = /dAh-222. Calculation independently verified b 225. Til t angle f or reed 2 = lb3 degrees A S224. AS FOLND g level for reed 2 =
@"P of tilt angle = .M4 = .){oQ g M 227. Calculation Independently verified h O' ~
230.. Til t angle f or reed 2 = 2.S degrees X4Abk S231. AS Fot.ND g level for reed 2 = 405 g &
p sver of tilt angle = 405 = _
003 232. Calculation independently verified b 235. Til t angl e f or reed 3 = lbib degrees M S234. AS FDL.ND g level for reed 3 = M
- W of.tllt angle = Q&o = .D% g 237. Calculation independently verified 240. Til t angle f or reed 3 = MO degrees ,
i@
S241. AS FOLNDofg tilt S/dr level angle for reed=
3 = .@ = 407 g M 242. Calculation independently verified h 245. Til t angle f or reed 4 = I5.5 degrees M S244. AS F0t.ND g level for reed 4 =
, s/sre of tilt angle = M = iM g 1 247. Calculation independently verified ,
S - Denotes Technical Specification requirement I
~
TEt. rcRAgy CHANGE W.SC}
Attachment 4 Sheet 55 of 49 MWM (N7A SVI-D51-T0304-A Page 239 Rev.: 1 Seetion 5.1.4 Inttials 250. Til t angl e f or r.esd 4 = d5.b degrees Id4 9251. AS FOLND g level for reed 4 =
Sar of til t angle = .43) = .4D g M(dh 252. Calculation independently verified 255. Til t angle f or reed 5 = I)'S degrees M
$254. AS FOLND g level (o'r reed 5 =
S w l* of tilt angle = .N = .MY g XM 257. Calculation independently verified b 240. Til t angle f or reed 5 = bO degrees M S241. AS F0tND g level for reed 5 =
Sear' of til t angle =
- 9(.o
. = .DC g I@
h) 242. Calculation kdependently verified 245. Til t angle for reed d = lI
- I degrees N s244. AS FotND g level for reed 4 = Ted 1
ce de of tilt angle = ilD = . ID g Idl4 003 247. Calculation independently verified 270. Til t angle for reed 4 = ND degrees
- 271. AS FOLND g level for reed d =
swr of tilt angle = .M = *M g IlAh-272. Calculation independently verified b 275. Til t angle f or reed 7 = I$.I degeoes M
$274. AS FOLND g level for reed 7 =
Der of til t angle = .M = .M g N 277. Calculation independently werified h 280. Til t arigl e f or reed 7 = NA degrees Mb ;
S281. AS FOUND g9 evel f or . reed 7 =
&4r of tilt angle = .@ = iM g Uh l 282. Calculation independently verified i
S - Denotes Technical Specification requirement
i . .-
4 TEMPORARY CHANGE Attachment 4
- M OM7A: SV!-D51-T0304-A Page g ,g
! Sheet 56 of 49 i Page: 240
- , Rev.s 8 5
Section 5.1,4 Inittais 205. Til t angle for reed 8 = M.C degrees h'*
S284. AS FOLND g level for reed 8 = ..
.Wa r of tilt angle = .)4) = , )@ g [l@t 287. Calculation independently verified b 290. Tilt angle for reed 8 = M 'N degrees IOk S291. AS FOLND g level Fee reed 8 = -
S/ar of tilt angle = LI = .M g .D
- 292 Calculation independently worified 295. Tilt angle for reed 9 = hl degrees I/M 9294. At FOLND g level foe reed F =
S/sr of ti1t anele =
. )3' = ,'8 h') g [h 297. Calculation independently verifled 300. Til t angle for reed 9 = M i] degrees MM 9301. AS FOLND g level for reed 9 = T4d sesP of tilt angle = .35% = .353 g MU g 003 s
302. Caleviation independently verified W 305. Tilt angle for reed 10 = DS degrees N' S304. AS par FOLNDof g level tilt for reed angle = 10 =13 = ,M g M 307. Calculation independently worifled 310. Til t angle for reed 10 m M.S degrees N/M S311. AS FOLND g level for reed 10 m sese of tilt angle = .307 = 307 g N 312. Calculation independently verified M 315. Til t angle for reed it = I) S degrees .
S314. MS.reer
- FOLNDofg level for reed tilt angle = 11 '= M = iM g 134 317. Calculation independently worlfled I
! 9 - Denotes Technical Specification requirement 4
. . . - . .. . . - . .~
- - TEMPORARY CHANGE (g OM7A SVI-DSI-T0304-A Ottachment 4 P s 243 Cheet 57 of 49 Initiats Section 5.1.4
_ degrees . / O-
320. Tilt angle for reed 11 = ' .-
9321. AS FOUND .g of par lowek ler reed 11 m ?U1 til t angle = =_,.1'E g /M
- i 322. Calculation ladependently verified 325. Tilt angle for reed 12 m jl 3 i degrees fl44 S324. AS F0iND goflevel for reed 12 = J% . , l't e L@ M we t il t._angie = _
do3 327. Calculation Independently verified b
330. Tilt angle for reed 12 m /0 4 degeoes EM S331. AS FOIND g level for reed 12 = J81 = l31 e AMh me of telt anete =
332. Calculation independently worified b O
1 c .
9 - Denotes Technical Specification requirement .
o O
.J m -
guy A ' TEMPORARY CHANGE httacha.ent C Icf 60 gg CM7A: SV! -D S t -T c 30 4-A Page: 242 Sheet 58 of 49 ^
N'UdM Rev.s 1
^
Initials Section 5.1.4 .. .
- 35. Til t angle for reed 3 mi _ gege,e, _
f ,
V 933 AS FDL.ND g l e ve1* for re e d I =
.wer of tilt angle = = g 4 .
337. C colation Independentir werified 340. Tilt angle for reed 1 = _ degrees .
9341. AS F0 g level for reed 1 =
- g sva of tilt sagle
- i 342. Calculatio Independent 1r worified '
345. Tilt angle f reed 3 = ,
gegee S346. AS FOLND g leve for reed 2 =
WW of ti t angle e e g 347. Calculation ladepen entir verif d 350. Tilt angle for reed 3 de grees' j 9331. AS FOLND g level for rea = -
a g g
@er of tilt angle co3 352. Calculation Independen rw ified 355. Til~t ang't e, foe reed a degrees _
S354. AS FOLND g level or reed 3 e swr of t t angle = = g .
357. Caleviation I dependent 1r verified .
340. Til t angle or reed 3 = de grees ,
9341. AS F0WD g level for reed 3 = -
& of tilt angle = = ,g ation ladependently verified 342. Cal'c 345. Y t angle for reed 4 = degrees .
9344 AS FOLNO g level for reed 4 m -
&er of tilt angle = = g ._
_\ _
I
- 47. Caleviation Independent 1r verified S - Denotes Technical Specification requirement _
l e
. , - - --,,a- , - - -
- TDAPORARY CHAME CM7A:SV!-051 -T 030 44 Attachment 4 I Page: 243 Shoet SF of di Page M of [g 2 Rev. 1 i
~ .. ;
- rc
- pn y in t t I al s l Seetien 5.1.4 ,fuep.._4# # SD ,
~
- degrees /'
- 0. Til t angle f or reed 4 =
S371 AS -
FOLND g.le, tiit vel
- for an ree se d =4= . p /
. $}
372. Ca colation independently wortfled 37s. Tilt nele for eeed a = degree. _
/g' dS 937 . AS F0 g level for reed 5 = = g s/w of t il t- s_ ngl e =
377. Calculation independen,tly weelf f ed reed 3 = _ , degre 380. Tilt angle fe 9381. AS FOLND g leve for reed 5 = = g mar of til angle =
! 382. Calculatleh ladepen ntir verif ed 385. Tilt angte for reed d degeees
..... A. FO .
g/er ie.ei for ee of tilt angle a g W
00,3 j y we Ifled l
- Sg7. Calculation Independen . '
I 390. Tilt angle for' reed a degeees S391. AS FOUND g level or reed 4 * = g Osc of t t angle a _
392. Calculation I dependently verified :
or reed F = _ degrees _
395. Tilt angle .
9394. AS F0tND g level for reed 7 a = 3 es of tilt angle = _
397. Cat t ation Ir. dependently verified _
t angle for reed 7 m __ degrees 400. T 9401. S FOUND of g level for reed 7 m tilt angle * = __ _ g _
&M = _
~
\__
- 2. Calculation Independently verified
- S - Denotes Technical Specification requirement
\
- , 17 32 g - - - - -
i 4y TEMPORARY CHANGE dttachment4 jo gd (M7A 5V!-051 -T 0 30 4 -A Sheet 40 of di<p.- g P ge: 244 initints )
Cection 8.1.4 1
- 05. Til t angle f or reed 8 = degrees /
. . _ <a F
040 AS FotND g level for reed 8 =
3p/ap of tilt angle = _
= g l 407. 1culation independently worifits h 1
410. TII angle for reed 8 = degrees I 0411. AS F0 g level fee reed 8 =
= g
.4/* ef t il t 6Kgl e =
412. Caleviatio Independently verified 415. Tilt angle f - reed 9 = degre 0414. AS FOUND g I' eve for reed 9 =
seer of ti angle = = g 417. Calculation indepen entir verif d 420. Tilt an'gle for reed 9 degeoes 0421. AS' FOLND g level for roe =
sese of tilt angle = g 003
]
422. Calculation Independen r we Ifled 425. Tilt ang'le for reed 0m degrees 0424.' AS FOLND g level or reed'10 = \\= g g/af of ti t angle a 1
427. Calculation I ependently verified 430. Til t angle or reed 10 m degree .
e431. AS FOLND g level for reed 10 =
Saar of tilt angle = = g 432. Cale ation Independently verified 435. Y t angle for reed 11 = degrees
$434. S FOLND g level for reed l'1 =
= g _
\\
. Gar of t il t angl e = _
- 7. Calculation independently verified .
- S - Denotes Technical specification requirement
..s reed mann c>wa OM7A: SVI-D51-T0304%
At taehment 4 gheet 41 of 49 Qor ego 8d Page: 245 ,
r Page d of g Rev.s a s
- Initints Section 5.3.4 '
~~ *
- 0. T i l t angl e f or r e e d 11
- degrees ,
S441.-
F0tND g level" Tor reed 11 =
, .4 t i i t .e gi e . . _ g
~
- p u
442. Calculati independently verified .
445. Til t angle for 6 12
- egrees e444. AS FOLND g level for d =
= g fh gear of tilt eng1 003 447. Calculation inde dently veri d 450. Tilt angle e reed 12 = dege s
- 451. AS F0 g level for reed 12 =
' of tilt .ngle = =
. Calculation independently verified ~
!o S - Denotes Technical Specification requirement
n
- - namn wu l OM7ASV2-D51-T0304-a dd ttachment 4 O.seet n o< u ,,,, % gm .
1e l t l ai s Section 5.1.4 0b degrees
-- I'.M '
458. Til t angle f or reed 1 = '
S45F. AS sine LEFTofg tilt level angle Tet reed=
1=M = Mg UM
/
440. Calculation independent 1r verified en . T o t an.ie for ,eed 1 = M .egree, luk :
9444. AS LEFT g level for reed 1 = w = 3M e XMP oine of to e a w e = '
(kA 445. Calculation independently verified '
Ed est. Tiit angle for reed a = 15.\ degree. ,
4447. AS LEFT g level for reed 2 = M =_,M,g .
XMb sine of tilt angle =
J 470. Calculation ladependently verified, _
X/h 473. Tilt angle for reed 2 = M ~ degrees fd l 9474. AS LEFT g level for reed 2 = 404 = _ .404 a sine of tilt angle = .
h g 475. Calculation independently verifled
- Wdk 478. Tilt angle for reed 3 = 15.5 degrees 3 j
S479. AS LEFT g levet for reed 3 = DO sine of tilt angle = - = ,M g &_
480. Calculation independently verified _
degrees XN@ i 483. Tilt angle for. reed 3 = Ab ' :
9484. AS LEFT g level for reed 3 = 400 , y(ML-sine of tilt angle .
= _ .4CO _
495. Calculation independently werified v l6,0 g,,,,,,
yjg3
' 488. Til t angle f or reed 4 _
9487. AS sine LEFTofgtillevelt angl fore reed
= 4 = E _ = .Mb g Z@k __ _
490. Calculation ind,ependently verified _
S - Denotes Technical specification requirement .
s Attachment 4 CM7A s SV1 -D51 -T 0 30 4-<.
Sheet 43 of 49 #M Page:
R'v+8 247 1
Page g of _
Section 5.1.4 Inttials h4'k l ,
493. Til t angle f or reed 4 = M d _ degrees S494. AS sine LEFTofgtil level for re6o 4 = M t angle n = . D- g INb 475. Caleviation independently worlfled 5 498. Til t angle for reed 5 = OO degrees M
~
S497. AS.ine LEFT of g t:1 level fut reed t asgie = 5=D= h g (W
' 500. Calcul ation independently verified h
503. Til t angle for reed 5 = [.7 segrees MD5 504. AS LEFT g level for reed 5'=
sine of tilt angle = M = .39 g IMlm 505. Calculation independently.werified .
. 508. Tilt angle for reed d = "O'S degrees N 9509. AS LEFT g level for reed d = iM sine of til t angle = = .$b g b M !
O o c, 510. Calculation independently verifisd
. N I 513. Tilt angle for reed d = IM degrees M
- 514. AS sine LEFT ofgtilt levetangle for reed
= 4 = M = .303 g h 515. Calculation ladependently worified v 518. Til t angle f or reed 7 = M8 degrees lh 9519. AS*BAFT g level for reed 7 = D - = .h g sine of tilt angle = N 520. Calculation ladependently vertfled .
h/ 1 523. Tilt angle for reed 7
- kb degrees . Md4%
95 4. AS LEFT g level for reed 7 =
sine of til t angle = ,SM = 33M g Idh 525. Calculation Independently worified A 4 - Denotes Techn'ical Specification esquirement ep- 1 -. - -- ,-y e -
Attachment 4 TEMPOP.ARY CHANGE OM7A: SV!-D51-T0304-A Page 248 Sheet 44 of 49 9p Rev. 2 h8 *00f & 1 initists Section 5.1.4 528. Til t angle f or reed 8 = bM degrees - Y '.M 9529. AS LEFT g level for reed S = - -
M sine of tift ~ angle = M5 = Mb g 530. Calculation independently verified _b 533. Tilt angle for reed a = %.O degee,s YM%
$534. AS sineLEFTofg tilt levelangle for reed
= 3 = 39 m .N g M __ _
535. Calcul ation indepe dently verified t
538. Til t angle f or reed , = ILO degrees 4%
- l 9537. AS sineLEFTofgtilt levelangle for reed
=
9=M
= 30'$ g [vM ,
540. Calculation independently verified 543. Til t angle f or reed 9 = ISS degrees M M\ _
9544. AS LEFT g level for reed 9 = NU p
sine of tilt angle = = .D g 1%IA co3 545. Calculation independently verified _
548. Tilt angle for reed 10 = I\M degrees MM 9549. AS LEFT g level for reed 10 m .M\ Mb sine of tilt angle = 301__ = g 550. Calculation independently verified 553. Til t angle f or reed 10 = lb l degrees YuVh S554. AS sine LEFT g level for reed 10 =3El = DO of tilt angle = g Itlkh A
555. Calculation independently verified 558.,Til t angle for reed 11 = 8.7 degrees MMk 9559. AS LEFT g level for reed 115 il$\
sine of tilt angle = M = g 7/thl'C 540. Calcul ation Independently verified kl 9 - Denotes Technical Specification reevirement I
. a AW1 -051 -T 0 30 %
Ottachment 4 TEMPORARY CHANGE Page: 249 Sheet 45 of 49 IN Rev.s 1 P*Ee M of Q n ,
Ini t'l a t s Section 5.1.4 543. Til t angle f or coed il = 0S .degroes N
8544. AS sine LEFTofgtil level "f or reed 11 = M = _ ,M
- g M@
t angle = '
h1 543. Calculation independent 1r verified 548. Tilt angle for reed 12 * *b I degrees b*
9547. AS LEFT g level for reed 32 = \b = .M g ((O _
p sine of t'i l t afigi e = -
570. Calculation independenity verified _
h)
V4h 573. Tilt angle for reed 12 = V degrees
$574. A5 LEFT g level for reed 12 =.ilil = ,lO g XNN sine of tilt angle =
575. Caleviation independently verified -
k G..: .
l t
s l .
S - Denotes Technical Specification requirement
e
- At tacinent 4 CM7A: SVI-DU 1 -T C 30 4-e Sheet ed of of t dM Pa9es I*8 250 I
Page g ot fg 7 .,, , ,,
Section S.I.4 lettials
- 78. Tilt angle for reed i e degrees /' )
O
.5 . As Larr ,i.ver Tor ree.
sine of tilt angle =
= _g / l 580. C Iculation independently weelfled 00 f 583. Til angle for reed 8 m de gre e s 9584. AS LE e level far reed 8
- g sin of tilt SEDie =
- 585. Calev1sti Independehtly weelfled
~
588. Til t angle f reed 2 m degee s 4509. AS LEFT g level or reed 2 * ,
sine of tilt nele a _
3 590. Calculatten Indepen ntir werl ed 593. Tilt angle for reed 2 degrees S594. AS LEFT g level for reed
- sine of tilt angle =
- g g 595. Calculation ladopende IF we fled .
SFS. Tilt angle for reed a degrees l
95ff. AS LEFT g level reed 3 =
l sine of til , angle e g 400. Calculation I dependently weelfled 403. Til t angle or reed 3 = degrees s 9604. AS LEFT level fee reed 3 = *
- si of tilt angle
- 405. Calc lation independent 1r verified _
408. T t angle for reed 4 = degrees .
9409. AS LEFT g level for reed 4 =
- - sine of tilt angle = a g
- 10. ' Calculation I6 dependently weelflod \ \ i e - Denotes Technical specification retvirement f
dM I
~C ' -
h fg TEMPORAR'T CHANGE '
CM7A: SVI-DS t -TC 30 4 A Attachment 4 8 h> Page: 251 Shoet 47 ef 49 i
- Rev.s 1 s
Page g ot g ,
- i '_
Initiats Se c t i on 5.1.4
- 3. Til t angle f or reed 4 = de gre es
~
/ I g '
9 41 AS LEFT g level f or re e d 4 =
., ne of t i l t ang, e -
a g / 4,j/
J 415. C culation Independent 1r verified 418. Tilt n'ngle for reed 5 = Wegeses __
9419. AS LEsinegof f ewel for_ reed 5 =
tilt angte = = g 420. Caleviatio Indepe,n den \1r werified ,
423. Til t e.ngle f reed 5 = efegee s 434. AS LEFT g level or reed 5 = = g sine of tilt nele = ,
425. Calculation indepen ently verif ed d28. Tilt angle for reed d degrees
$429. AS LEFT g level for c'eed fgd sine of tilt angle = = g 430. Calculation Independen y we Ifled 433. Tilt angle for reed = degrees 9434. AS LEFT g level f reed 4 =
g sine of t.Ilt angte = _
435. Calculation 8 epe'ndentir wortfled 438. Tilt angle or reed 7 = degeoes s
~
9439. AS LEFT level for reed 7 = =
sin of tilt angle = - _
440. Cattu ation Independent 1r verified .
angle for reed 7 = _ degrees 443. Ti S644. S LEFT g level for reed 7 = = g sine of.Illi t angle = ._
44 . Caleviation independently verified
\
~
S - Denotes Technical Specification requirement ,
- ~ ~ , . - - . - - , . . - . _ , . . . . , . _ - - - - , - - . - - . - . .
. .: k*jyf/
dttocheent C ) Ot7A SV I -D51 -T 0 30 4 -A Shee t de of 49 35 0 f .QSd. Pa e s 252 g g gg p L Rev.s 8
- Section 5.1.4 initials yo.Totanieforr.ede- de,rees
~ ~
g 044 AS LEFT g level For reed g =
sine of tilt angle e e g /
!c W
gg cso. c iculation andependentir verified l.
i C53. Til angle for reed 8 m
- degrees
- 0454. AS LE
- g level for Peed 8 =
sin of tilt a %4e a e g C55. Calculatio Indepe,ndentir verified 450. Til t angle f reed 9 m ,
degree -
0457. AS LEFT g level for reed 9 =
sine of tilt nele e g )
- I d40. Calculation Indepen ently worlf d .
443. Tilt angle for reed 9 degrees 0444. AS LEU g level for reed sine of tilt angle = = g gj )
x3 445. Calculation' Independen y we ified i
det. Tilt angle for posis a degrees 0449. AS N g level f reed 10 m eine of $114 gle e g _
470. Calculation I opendently verified 473. Tilt angle or reed 1g = _ degree s 0474. AS LEFT level for reed 10 m o sin of tilt angle a .
475. Cale ation Independently werIfled .
478. TI angle for reed 11 = _ de grees s'
0479. S LEFT g level for reed 11 o sine of tilt ant 1* *
- 9 N-\ .l 4 0. Calculation Independently vertfled ;
}
)
9 - Denotes Technical Specification requirement j
Ottachment 4 D*NM NM
.'
- Sheet 47 of dF gg M7A FJI-D51-70304-a Po.e 253 - LAST Page M o( Q Rev.s 3 ,
Section 5.1.4 Initints
- 3. Tii t an.ie <or ee, n - degrees J/ T S.... arr , ie.eiTor ne of tilt angle =
ee n =
= #w/
485. Calculati independentir verlflod 488. Tilt angle for e d 32
- degrees
$d99. AS LEFT g level fee re sine of tilt angl a
= g y i 490. Caleviation ind ndentir wori
- 003 493. Tilt angt or reed 12 = dege Sdf. 45 g level for reed th e sine of tilt angle e e g
. 'Calculat ten independentIr worified 1
i 1 .
S - Denotes Technical Specification requirement
.