ML20198K456
| ML20198K456 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/12/1980 |
| From: | Brian Lee TEXAS UTILITIES SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20197J316 | List:
|
| References | |
| FOIA-85-59 PROC-800812, NUDOCS 8606040033 | |
| Download: ML20198K456 (59) | |
Text
{{#Wiki_filter:.
- } .e t-.
TEXAS UTII.ITIES SERVICES INC. REVISION PAGE {, .E d N-8d 3g7 BRHL 3 e PREPARED BY c. W (BROWN & ROOT HANGER LOCATION) . APPROVED BY DRAFTING Gvf DE. . P
1.0 REFERENCES
2.0 GENERAL 2.1 PURPOSE & SCOPE: These instructions establish the basic criteria for creating a BRHL (Brown & Root Hanger Location Isometric Drawing). 3.0 INSTRUCTION 3.1 The draftsman will receive a marked up BRP blue line print . from the BRHL group leader showing the total number of hangers, the approximate location of each hanger and each hanger number. 3.1.1 The draftsman will simultaneously receive from the BRiil group leader a sepia of the Brown & Root piping isometric (BRP) from which the marked-up blue print was made. 3.1.2 The draftsman will alter the prefix of the drawing number of i the sepia from "BRP" to "BRML". This will be done both in the drawing number block in the lower right of the sepia and where
; the drawing number appears in the upper left hand corner of, the sepia, between the drawing borr'er and the edge of the paper.
1 .
. 3.1.3 The draftsman will transfer all infonnation indicated on the
! marked-up blue line to the sepia. The hanger number will be *
, given inside a rectangular block 1/4" x 2". A leader line will be drawn from the rectangular block to the approximate'
.j location of the hanger on the pipe and an "X" will be drawn on ,a the pipe at the contact point of the leader line and the pipe. I 3.1.4 If there are welded attachments from the pipe to the hanger, I the letters "P/A" and the spool number are added in close proximity to the rectangular hanger number to denote there is a welded pipe attachment. { 3.1.5 If the P.I.T.S. print out indicates a hanger is estimated, the letters "EST." will be placed in close proximity to the rectangular hanger number to denote that unique hanger is l estimated. j i 8606040033 860527 MA-85-os PDR FOIA GARDE 85-59 PDR m
"g-M REVISION 3E PAGE TEXAS UTILITIES SERVICES INC. INSTRUCTION 8 0 8-/#d' 2 of 2 3.1.6 The draftsman wil'1 alter the revision block to read " Revision"
& and stamp the body of the revision block to read "Is-sued for Hanger Identification and Accountability Only".
3.1.7 The draftsman will initial the BRHL sepia with his initials indicating he has drawn the BRHL. l 3.1.8 The draftsman will run a blue line check print of the BRHL and forward the BRHL sepia, the original marked-up blue line BRP and the BRHL blue line check print to the final checker. 3.1.9 The checker will assure all changes have been made correctly by comparing the marked-up blue line BRP print against the blue line BRHL check print. If the BRHL is not correct, it is returned to the draftsman for correction per 3.1. If the BRHL is without error, the final checker will initial the
- drawing as checked and forward all check prints and the BRHL sepia to the lead draftsman.
3.1.10 The lead draftsman will give the BRHL drawing a cursory check and initial the drawing as approved. 3.1.11 The 1ead draftsman will fonvard the entire drawing package to the clerk. , 3.1.12 The clerk will submit the BRHL to DCC for distribution and create a folder marked with the BRHL drawing number and con-3- lj taining all check prints. She will file this folder for re-ference. l
- h .
l e '] . l$ T I' i! .
.e _ _ _ .
i
, w.
BPM CC/f8 CO2 . W.,
's.' ,
-4
- p,9 i ,
g)** .
,/
t sd s t 5-5' ' >< ru
/ -('
I w -m N,
/
f- ,. - ( -
; ', Y .e Mj~<*g^ p
.r N
bg .-,<,j7 r .
+*. "YO3 N 'w7/('/ --lCC-< 039-Cot-F4M j
.w l
!aj 4'
L ,.
) .,-
f6 I , 1-. ;
/ n/
'+%% a ..Q' S
gu *
% D 1 h-
,/ *t .
e- . q0 l' ( b~ g '4, o'\$ N $b
- E .' -
w ' V, , N 3 s' , Y;[ lI CC- A-03';
.g
.9 fe
,, x k -
t y$ , '- <.ss
' ,k'- -
v
)
s ,N.bp% k ,
'+ t lCC-t-t%-Cl4-F.13R l %*. ,
.i A ,
r %
* .a t-lCC-l-t& -on 5- Fa37. {
\p . _
,E '*
a.
%g y;
;: 6 ,g ;
tCc.i-in-ca m i
- j. ., h
%N (h /.f%- _
- C K ,s.. ">
- cC- r-im-ou- c 331 1
<w- gv /Q:jQ.
(Cc-t-ib-vi t- F 5M i
- h -
t -
'N c&;a./
']yJ
./CC O #j5 as p i Y '.Yg 4
.[.
5". a / .5 l'if , g .a; -Q. x, g.9-
.-s a
f %. :a ~*
,g "
ef,
'7-(f ,7 ,
'Mx ,
... e*
y y -' icC-mz? -ato-r-wl ..-
' ~l .gg F
~
BILL OF MATERIAL g-
,_. ,.a . =
][u l
l
#'9--
-r, .
it
- I / -
.^
R ,/ f y
%. f.
3 A. J
\ y, .
-icc-x**o39 n-al -
~5-0 39- 00'5-F.11R l m .
=
/ / curg_yy1 o r-joc .
y.._ni e
' N r
'geMaySQ
.1 f y [
3 . N , /,'.- CG x-o39-co?-HA l t oesca,rio. . .m / - ,
. saa gaa v.ua ..n:,r>r.ar.ac. ; -
- c. y, jl LND AOOCUW A9tuTY O*.L f j g ;F. -
6a cM oO3).oC8-F431l 8 pp Reves.'o M Morro d iO N CEyl+ED A9 m@ fRYM<NNk dl*NI Revi .io As Norso kdMMlIA. A k.dul e,veso As gono cuTM
*? * "' " I s s,m avw n mann.xmr+ so "ep u
u-ar l r ., LP i TI i APERTURE ........ CARD ....... p.. . .. ,. ,_..... , . ... t
' 1 Also Available On
' Aperture Card j -
%o0(oOf0033-0 Texas uflut.ES SERVICES INC.
3S 1995 GLEN ROSE. TEXAS j C. P S E. S i'
-% Brown S Root, Inc.
l,CPSES '- a .. u.s Ano ec n.vercas 33., 33
"""',~ "ousrKRjA_QE _ l 2 __
..... ... , ,, avv
}. "" <?
COMA 20Eur COOL
21c39 9"f?" Ta, WA7EP
'"spm Cc//~3 C62
~. s
.Q q -j Q .
." }
_~ s..
".) Pf:1 , m. '. .
z
/ . -
!*j ,
- . _ _ . M M.. [._. . . . .N. . . #' #,
f* ' .
. e,.
. r. 4.s y -~ .. *
. . - . +
. . e
- .. m 1 E GED r A..24s m .t A 6. , M ALv.c"6 6 c- d!:Y
- m. ~ g
. ._ 0 ljfA Y- -
LWN.$."A WAN'd -
. ,mmm .
~ n-, -
M Sd - - - n c.,' .c s:q. T b'.,4 - .: - y,: . l ~; A{ -1,. % . ' ._ ~. c
& 3 & &//f'>d.n/2 4 /"t%d*' Y Wdyg bC#77Z W A "A/__ M & _~_.
.h hA ' w/ spdr 3 ts' c $ 7 h44 s*".6 .*]
&, Af&n/ cr/*d.y _ AAf?/fA- Abf./>n h 6 7' S .6 :._~_.s.
g [ y
.~l .
r. w . . o.
.. ; .. . .* s.~t .
s
' -? k fj WOnd** $ff~h.)Q,se W _
l'YAV& WA *0 M _f.?
.w A ..g* h.j.;; .. ,.. . . ~;E. . 2, -
~~
WNts*- AN Y 4W //~.#A** 8y
'~~". .
S;>4f. 8'f ~
..:... ., * . . ~ .:, .
'.. ' * .. - pr
- M, f.4's.,<.h;. . /tde/_/2S, 9 (/A E r_2_ & M - 6 /Ed*_.
>m x s a mlw
,o e v so m _y_
.l c-=
p.-t cra o was ria w -
. l.: . _
O
- M _
9 c__ . /. . .- O d. - . - m.-
~
es i . s b &W/A $ ' ?-fYY f.<.cdN. {' .T.4' & .*'*!'/.M ;2 - -
, ~
7EA@o & GnMS/m,_. j.es .m _&wm . ,i.k _ f .
" . $ --.Y. Y..NEWA_ W 0 0 .5 $. . b h Y E .
~.- -
. .:. = i
, ]'
P ._. .( br ...- - _.. 0? u .x ? ., 3 - MK " 'M'"'*'""--
.c . . -
w .Za.t. upy. s.&Q<.mva-m.,.a. . 27 . .~ . um *m&.m. ., --.. , . . . . . . . . - - . . - . . . - . . . . . . . [. k ~ am
, i
~
WM*i u.a u sew %rv ws#ngMwv3wyf ..p
. weWM91gs;aem%
w w u= w.ws um'#m'?.XK.W#.$
' r:W M. w'W:.w%.. un' 9?. 8.'i s.Wfmewu
- e. :fit A w: .w i n',4 % wpi:C
%.?$nw
-99.t g:;9W:.W:?5..h'@'f.MR.'.hv .S WG N qtg n .., .:n i e f; R
.$a.WnE%9@.@'tG :- .v,,'.N?.e'e Q@M?%. ;;~
6,"[- m...,?. a g**% s.~Mk. r. :
* .h
- p' k ... w m.= .=.
.\E k.n[ -',[YC **jMas Qq',' *[^ [.) N,. , ,? N*^'. a * ";* . 4'* * . . 'j-.. a[*.,
'* I . .s
,=
*'.4'D # . . . - . *' - . ; . .
r ,. e . , . . ., 4 {. j. ,
, , Yr . ,
y 4sf
*:- f . ,k y.YK N2 ; -
- e f) cy '/) ~
6W /g /j g A S'/;]f/F _AE__ _ ff
,:,y, ,,
r"c
; Cac,&c A-9"// /D A-s_.e*f?/C
.%..w
,~ yN$Y %..M &.'9"e .+ ,, = .
_ N {;N be
~ M Oik_ . 6 /3Aff #v.N /Wd
.-f,9w ' I . p ONE .,,, ,,;:y$.'.J. k .. ;y.' T. [- ,77'#i36.. 7s,*3
$/6 M* a A ,,9,cg / cgm 44_ji __ ___j.
4,& ,
+ r
-u..," w . 4 l .. t A/ M d6 />3 Md_* .S'/hD /M i 4Q-
?:{ "fg . _
./^-?VM
.O
- *A' ,' .?
QT' __
.. j b///2M/& PRAS - // L&.L.MZM ~
5-
)
~
Q.?.. .,.r.a
-.,m~. _ _ _ _ , ,
,. - :.7 t/s ~t,J. /$ ~YA T.4us /h.C_ 6 M ~
..n- . .. .
;w -
- w. s, l bMJMA dd N EWW %'d-
~
':[ i f..S$c$Uyp,%.
r .. - .-..:.... . [0 ,
~
..- m ~ ...;. .
.':.G m 1 jj.' LD...
. c .. . ., W.L .6
. W CD/P5 R.TM*<uk-C l'Y d'W eu .,ww% : <,:w,:a 4.y.. ,c;.: aa
- 3. m. . .
..3 ~ " -Y N n.
.an % . J7/6 c4.ej ud/*23,,d.rsg).u. Sd SAQ ih
.n
. a m r il x s m u s a r
w -7.. ., [ " @ e 's [h M [N
!a. A
F' -
****s
.,_ ^ --
.1,,.R*'.=', ..
a h7hN*- - '"'". ; a, '". k,. i'*, ;y / f'"* / g[ _ og. - - - - - . k
- J- = ~-~*M
^
-- a . _ -
. Dec .ute m_'t: w&
l 'g%.. * * . _ _ Mj p ; W. j ,..
- l .,, 1 M. .; M
*i **TI.e 'M 4 3. .
*- 3
- a. .
s l
][ ^
. T.
.% ,4' ,
, ~
9 , px s ,:s .,
.' e+ n.-4 a 5 %
+ '.':%:q;,?,h,A.$.
S. . ,'. . .
*W ^+w.ge'G . y
'J. g'?. h p
d .- Ah., a ,
.s., , .ct . ,.. r
" i .
k'. .k 5NEM.g *
- ek.+ w s ,:n $m .%4ih,oN!N3-% t KW.'j.}g.kih.N%)4%p.h7...g.
G W e W': W m.'r+ Q.. s %Q - - -
- -:: . d.. :%
w ..
%... 5:;. m ,.W.
'K.!.*y . U c.b --
@ ;z; i o.. % t:y~{-M 9;'.a.
~ . Oi'll l'.',s'l'~ {;?l.f:'; 5.*,
, ,f 2 5
",
- 25.*, h(A,t. ?-
5.' s [e.,f,[%y. }.T.-[1;k,uk' -g'. p .:-:$ckkIf 3b.sf.* .f'Q-ke.hrhh).9f@,U-M;il,' l'..Ea,Ec9g i h.Mii4M M h:.Qe... .yrM W
?;&, ,4.d.4,
- 5. - 5W, i q+ A-t.'r g t.u:$ : fdh5-)l
.h; W$:'e W ~ ME'#.+M@,.r. c.
w EfM.WR- DIM!%5 - c3 rW;;;!
.y.y..ry.4.d.9 dEls.--@;y.W; -
. m .%'1 N! N,N.' .MNNbIlN&M M +;;f*~3h/ k hg%.h h M
. -e <; . . . , ,n;.:<:w..w;;y.n.
.. . .w :v:'r..:n:. y .g.W.=.~2:e M h h k :s:
;p.sy..m.~sn.
N ka i-.h.ilh w, s c-:.i!b.'.'(:
;:m.p;n.s,'.y &; y ' w hh'[m?.Jh:$k.m*N.G'iihbkhd[N c..w - . . -
- ~.: 3 a g.
* ** w.: , +: *
.,. .. *P- *
,~ ' 4 t- e .- m
*? 3;g.p**',y 6% ?- . g;y;;;y-y*s
;g.g.w..w). .3 ,. - .w ".
.........,f,3.. *4.p..g
( .)..M; p' y.%' ..-:"g,i. c,,J : ?.' . 4,g .t .f.- t pg..,.g
,.,.:. np. .*h.'D'N 3 .* 14.,,.. -
. t.. N.4 c p,te . -r,. .- s e7 - ** *fy;Q' % .
e ,, 1
,,,.,(..c,..
' %. g-.
[ ] [g,, ,; *Wy.'s'.*
. 4. M ;N'if*bkU- (6n'[ kN *h M'Y
'# : *[
' N;. ,. [~.. 'I. f-O .
y1; kNf,.i.sjd
> g ~ y~ = . . ., ,8. %: :La. 94 , , . ,_ wp
. x;.. , ,t.- LM,,%,p.p i.
,g.y,;;.y9;W.g:ygs 4. p%_.-gygy.ug%.:<..;.g:f%.;,%.,
.r nm,;.gyg.gg.s7 c...
.. W,
*P1s
- w w a. -m
~ m e w.MEM.M:.
m.:.r.. o ? n%
~ ~
~ . -
0; Y o 66o',o[*acocob didI$M... - 2:.u%:
; t R.LD. [
- -o'
', I
?- -- * ,a
~ Yh$D_ Yb.e ;h- lY--
f I. . . .+ ; *
,_ I
$ WW -
Nf _.k.h. ._$N
. c-p yst. O,....;'
,i &=
.w 3' - . fa_mp_Ac. c. _ ._5.,.M_,.rps_.ge. g_,.s_ a .. .
' <3 .., _ _ _ _ _ - y
- 'G I
* , W[k, __
UN" *- yt.L'.' f d __(tht/ .A/ff'_~__/] $ __G/ g,/ .r.d-C. ~ . $ ' .. I '3- 4 NW6_ _e"~ _. t';
;hik
/d/Ms_LERfrt/ sc*_ .s@n-3 Y .__
/WAMP2' Ml5 Wh l sr,,_,) <_.
'~
2/f%Ss s pr us_gge; A -pf4 l$tR{ w i. m.m. , l' n : +: -
.si m scw & . n. S
___ i Sa sif).'. l . 0 N__W t%.) G/ W _ w.b.s k '. e y.' ., , . , : '~ **.',.; . { y, h r,, ' '
YDY l .w; y
.e, :..QYl_ .....,;+[O
. r d /2{.Q: m y g g w y yw i &., -l; .:.
V % .. +.~
- Q. e[
- ff;.f;[f.}l .y;
.l~N.
..Y.
[.'lf. h h y y gg,,pe4
- ?
j, k l' :. . , . ~ . , e.a.s.c4 , sl +
."+pw R>
. g. . . :av
. .. .. . . :.w.+; e. /./L?. 4 &c A g 7 7 ,,,,, f g Q _
~ . ,m .y
,4
- y. g:.;; jfQ; :b ...;:.g, , . , .:l; ' y
'. (,
j/Og}g , f[f.gspp.9 Mg / $"'T yg p,,.. i
,, $. j. w.4 en. . . m. . y.
l
- s..
gm-Q , ' k'/A.**d q c.s u. .m,m .' * .. . .
$/)/s0, / W W .,($- &&fkod* )f_ ff ed
!, _ . cir --- . I m , h{' '
;f I
WSKANM O_A d A ASCAC c . - . I: ! [. W if O.tll Y..h. . s /.Y. .. fS*$$& h-i.f I di ' ' ' (
%,g -
k_ f Y .
,t f .**' 5 _
r .. .
>4:
ja... .
.rls.6. n
~ *,
- _ _ _ . _ _ . _
e .. f k>m s.. w_.se &b/% ex.< t. o
~, 5 --
p sn,- --. I_c.c&m?..' . i, L?. m-s Y~~~Y2 . /0 5 / P C.s.$ E M ~ftl CM d < 2 I k, b.5 .s.fb%. $J4 . _.
.y% -
l .ysh
- g. 3 MM
. k,
- s. .N. -- D h5S. . . ax .
4e[khw#bIkk$h:hIkkdN..M@M.w.-nt.:m%m
-. A- %.nv&w%q.dLV wn w.a..m.Q ..?n.n.r ~ -s
* *; .Yt.? :3 4 -:.
G
.e
- m. % .%.
- WEW- ps+g .-. g.e;ty;l$'%d;~2g;rstif 2.fpp% a.Q: M? .%' aid!a.y .r.U :
vi.
. ';igf d.:. .g'Qs - . .g,gn.'. % '4lM$ t-:yf WW'-y $:
YE y, m,.g ngwm.e .;..
'r mwn-$ s ,..mI ?yl ~ s u' m.. w ; 3. y . w . g ;;;; . a . n ps. x w .. .. u ..x. . v - .
~
. _ . , a.; m___ 2 m ___
g
-.--.i-mAmm 8m'h h- e. O p if
~
y "
+ 4 #'
? A %
a .. ;,
. g% ..
** % r
' p" m r .-
4 _ :q , . . .' - .
.L Q
- 9 f'c,,
,4~
,+g q;.- .
. qyg-% g,_.
.' s ;* r3. g y
^~ '
% m a * .. .
_:w_ m
> 0 0 4 I 6.'O o o O 4 4 o e d+ +,i & . .
za . ~, . = - Ww?M\
$,c n {. ,
.s . eh'Y?r)@! -
mk
'[h
- l2
'g',,[' T[ T- ,,. .
'a N$f- / N A C W &?..d// 48 mff'9. -
.~ A.>
,{ '
w.,g . ,
* - " ~ ~ ""- ~~
,64
. .. ,. g .,.... ~ w
... 5,3 .~ a W$. m . $h. .v[p..C$ - __hh. v f(fk$. ... _ @l$
*' N .N- .. rN'y
.I l
'Y.<,ON.NY '
I)M_ /~' bl 8&. sT_>fr.,7. f.7 /&. d.~... 83. 7_:4. 5... . ,5
,. g.o,.g'.'Cs -
w ,.n - . Wyg
- M,f/64'M.b
.ng.x , e
, ~ $. -
meR u w e h c y im _ m ,/__._.a a .~ . . ,
* . Ol '*b $ ' N d & & f k'f /7}
- i
- i. - e - .
[
^
- - L 4'?AL. /N:'~ ' 4 *$/<;~ . : 771* A/.*-d>-c c- j A ____ _
i i m .
. c.~ ,. 44F.p.vo.u.-vo',gy y . ,fQ-;,y, ,,u ,. 3-
/
w ... .
.s
... m ol . . . . ,
[N . l'h,: l ' ' lT. i - ..' Y.l , ' '* ..' ~' '
*m
- . [:.y ' .;
)l .y
." 4 : ~ *-
'll, ... . j '.._,*'.':. -, , k Q .. "_ ;e L: . . '
]UQ_ '
~.l -' ' l .- _ N." _ lr l ['
'( 5
, I"$ ., ; ~ . *_ 1_ . , y g - w ' ,. s '..;.' e" ' ? . . . .* 1 ksie :.mm ' ' '
.y : : .ff; '*;.
~~
'
- l;
^
,7 e- .
- ; -; y y I nN
. v. -. 'e .' .;
. . z
.g _ mihi
-- f ) --4 . - -N. . ( ' / -p-
# . f +(> 3 .L 4 [~j,'~- .-' ;
s - ___.a L ; ;, . 4 .
' , . ./ }-
I "M ** ,4 .-: ..l i ima- 5% D
'."'F8 a" -
5 Ek '. E' '. , L*-T4 L_ _ . _ ' - -
' i . .. - ... . - , . ,
,,..' i +.
Y
- s.
~
l=
- ggg w
a g+.6 m' 7:.p' t
- m, -: ,_.,.e.,, ....,....w..
?u -.- 1.s ' .. c :
. :.... t y <
. , r - - g - r ,. , .. . - ...,
'=.e. _,
i'-
.e c,,',.s
., ,e.-y; f.. 'i .-:
m
.. .. R a ;; -' N ,,Y_.,='
c.:.. f.*
.Se- -
. g. ..
I *
- n. M 2- ,
3 M as>4W-M7 .ft * " __ g '* pf- '. fg
?"
1. I
~.
,. 0, - -I.Y.EDWV75C - ,
v AsM AA,+s'7?A 6-k 'q .
.a. -
%,s 4 . ,,. N(w. I -' ['d
- Mjc we Lk l A )* D - f&_ b.
.a wemm. .
- A. i) r n/eo mm w ?w B4e6 4 A*M rdm.m.ss 'Wc
(' %'r - hi R ,{'k? ?$ b M.**%g,. _.& f W s*0/,s % h *&ffi.dQ_ _ .
. . ...:: . .. .a . ..,p u .m 7
. .Y.! ."- .! *f'.Nh'
$N.d$, kSk h,khhhN[, MM8 f m.m.ns[.mm(Cec::7.'s:.g azmu$@ds %)w$.W@Mg@3$!MG,@w@MiGyStuffists$
Mmc s - .%nx .J . u.su: n. - 4'
.: y.mx:.
- ;' ~ ; gg;&yg.w. a a w
% g. g ; m . 4 , g3. gn g. :c;w .
.- L reg., ; ,m Weg.4gg..<g.gg. ' , --
.c
- r. ,.
WM5BJgM3Qses mwah.tes M255 fs;@yg.3,MQpQ@b@y;x ym% h }[j
% swdm
,r *x 3a+ sy- 7:2 - '
x ryeri 5 . . .g. . 3 4-. ,...g.- 4 .. . ; . , , s .- y.y..- :, K % ..< i...m...,,.; e
.t '- c ; l . +. .) . y . . . . c . .c A 4
hh, 1
~
$& ~
$h :;:e.:. , .. ?
*@ h
- kkkk NNkh$$h h- k oecov 9 r
N.M.,. 4
.g.A.+g. p3A'r '.%v. 4 .'~
- y . .M. &. .. M,,a(...w.d m<4fs. n6 6o'ot o o
. .'d-
.N b 9 $ /
.: $$hNd$h&' $$k&) *M d T O u d'
- M E W # A * ~ ~~
.... O A/A'*.
- .' W. q$.%@{+.::i-r
+% . y 4r Q' .ng $. . yM. W A 4 76 ._Ecue_.m *e e 2 <c d c:'~ N M A y' ,
~, , . .,.a . :n. .
.. . ,..y
,. .,.,.w. .
..G..,.,WsJ ... ..3c, ,,.RkA . . ,,9b.4 .a ,., 49 nr6 S@e.tr /* 1//- -- - -
. . 't, hy ,6:r_., e ..g
. ,.ar f, ' dht' 'W l - ' Y.--. - ' -
~~
..Wm*n,.:p u.:s A*' Qi>.
~ ~
i E s' I . b/f$/$skaf- O N
- NW . b ,
~~
.', . :7 5 ;9~ &p~ pp y,t,sy;,,e/dd ": H C+EE _%S
&n.;qf ^
.1 . , .
-/>+c - A-k
!gM ~. > . . . , ..
Sy,i s w;O % m-Le+ wt y -
-wge -yh-@s woML t,.fi -
w.f.;7.: w '
. g@mL%
j : L .
, .e .,. ...p-ps .g.,e :)- m.
.l S'- ( /-A G 6 DA
pr. w . . . . . 1-77j,g m %in:e .m *17A&_AP <-*r-
' Q - [m*%~" '
~~
. . J ..
.:s;t:_g . 3.;,.f..C, ,, g g...: h ,7 G 'h, d A <. S n
~
[4 dstr .
.: : l... . s.64,y.r. AinAc. '2s-swa-6
~ , .
; i 7'
lm..Wn ..
? ., .
l~ . h ~ . : ?
.. . :-- . .,- fiss.. A .fm W&~ CA c m' h-w ., -. . .
'** i, .,,
, s. s.y - -
3 V ' C-*-
. Y.:.#,h,-y' b' .I g.k*"o. ?
a?h5h,? ux !we *hItn. ~ y g /),4f f SAth M4rr~ dr W MA 'U' s s Qa. ~~~ i . .. l e, .h,.n. .v@-Q..n- .
- a. Q. .%, . "x.V'Y 7yg , ss ;&&/,c -)// <.A n 5 /P "* 7l'8, O "'
f*//I 7'~//v$ Y - *' Y massaa .. - - l w.c.m. a&u . :ps g4ma. u.1.h
# m mhM f?..y'M 8 4/._4. //1b
Y U A-
~~~ pc,.s
~~ * ~ ~ ri, ~~~ n ~ ' , g c,-'
t 5'v$*'~a..
. . nmm v:9. m $.*,?. & .$ w a =Ak$? k8wI c.W:'m%- '
ew /y re a SWT b WW NWJl W"' A t
~~~~~~~~~
.' Ni;4 I ;kl:.1 IS
. w 3.a&.-:;'ey.'*5N.'${-l.sws:;u:N EZ.'.'ES.).
.t.W(F;;% ,,
,.. ~ . . a.:.5 Ckt",,sC f 5. $$ $ -
. ..-,. x.
_-n:_
. ,. r
=n::
n~:n - a:: n,p~EdLnl5 n :..nv k
- :. m:::? . W- *-'t7W..w.'=- -
- %%}d5W~l.'.lg$.vc
%t
..y
% # 4.*P,:: r::. u.
.: n 3??; . . .
. : +. :." * .v.
' ' :.' .. H:V.b +.p,';::%'@i.%y,l >= :<:.
- .~'. . .v: ,7 . :. . . .: .
- w. n .:: ; s
[ ': ' ".- :".";. re e .m.;.$.g, .r.+i-:. n . . - % ., , . . '; - e .. .,,.: L 4. . .
.;T.:.-W : ~ :,W:..:'#m CJy: % ~5. 2 :*v ^b - - GN&-uihy& - .
.$' [.r),.$. :. ' I :::'
Y.'.).p.t ,2 .e~ : ;:.;
.., - .. : . * ?5"i.i.*T."l-;' *i [$.M.$. .,UI!4*r $h..c.[: h . . . . -' .N. .E ., *' Sdk,k. [s,.iE. h,-~ .'Y.!.[$$@'.d,h.
. .L
"....:.5,.A.
. .. .. ....S. .,i .d.}.N* .
n . a .; 4,f'. : . . . . . :n . .. . . . m .
w~ ~en -- w ~ . n* .m. gs:geg',egs:.m .:. m.e..-
.,;;.x.
My ---= = sRW y'_mM.g.m , ,,. .
--i
, .~- .??
x MC**** ,.
%"g;: ._- .,
-ww .e4 ngn p',sy .
rs . m p www1w.'m n :~' 'h W . p ' sg & g g g :y.) c ' N (g,. j
; % - g w 3.m n~:w .
, . . . .ygM, .- . .;;
iJ'll-rk=
}E ls =
- o
^^
n # . JM.:. s . W{
- z. .?::;.W2"M@ies5%e.. '&w.,'.g.cn.
M': -;
&x
's..
Q;
. ~ . . . . , ,
5.Y . Qas 6'0 0 O Q 460 C 0 kYO O O 6 Cr y.~._ .
- ,9 . _ .~ .
. .g .
3 . l.;9 ., m '. I u . [dh Sfd' OY ./NSN &SA.*- - -
~
S...-w,a , i.. d . d. J; w$De~
.. e
_. &<e swx ans ~si s. .
,'Y. ., -
W M.sN_ MT h_gf4__t/ /y
- A-f
~
h_I_Zel:L.' eC _ _ ._ _ . ._.. ,b.[ '._. ,_. P '. * *, b Pt, 'i .s
# +
~'
Yh .M , _. d . . e;. .
.?
l
?*
;5.M' .- - -
(V k bsY hh h?h N_ *
$_, La.. '.
< n.
l sz e .g :
.w
- 4{ffe 2F~S- ACM<v x;"'L9._&Cc'74.e_,S_HM._ %
M$s.2
'? . .a %% 'I }F's h f h 6
- br & _f_[ . hy&f jg[}g .
-m w s . i . .
e;m
. .. :. w 4rc rry w_._ &. Asm,ggp m As. .AA_ _ _ i.L,L.R %
7 f!"g$ .t , Q.~ iq .
' L .g.3 . . n ' s ch /c.ev_ . 7);e: .<.1ns,4-/r @s.z Lar --- p'.=Lb: n%
l y$:f ; M M iLe e . g' % l+c
- k.w h, ' . '
- s. .
0 .c w y.gf
._ m .,., .w.c z' .-mns.. s emc/n l s_ .
su mg
.y g.
w..
- v. ~ w. . .
4 y p.4 y 3 + = w a;. :/ts;4 ,: 49c+mm d.. egg ,m__ ;g s g - _ ys.m W
-fqg . . -
Aps g w as.e
.; q w ..s .<fas.s w . w. um
, q h .- .
lq bhS/64) #f/ MAj $s i'~ Y W W _... w'.
-r .._. .
- -n ~ .s /4GA;G A/_C,)]__d__e_,r_6_,e._A5_._4.. _ _ s.s ._ Gpy _.- N
, .w'l
-c 4 . %_
n y s'- w6 . l J, . a - z- . 34 % nom Alscose.._Sa Ga.. y, ... , :.: n N % '
, . . . . _. __ j h__fe,$ .
. k .
- s. ,..
p.
- . w _1 ., i.
%, r: 1 .~ /S. a.- _s..cwo u. -m. ...--.s_n. u v c~- ,
F SYSW! #M
?WM/ . ?
$ GtW4 x .#. ---- - - ----
l , #.x
. N' ~ ~ ~ ~ ~-~~ - ~ - - - ' ~ ! w. 1, a
4: y n& cs w.,..a <.w.s . . %- 4
.a.e+ w n v sghns
~
. .cs m,m N 4! . $N # P ??^ f f
l --- - - - - - - -- - - - - - -/ SM "-l - l- . w m p,.k w.w p %w
~
'Qf06-lNA$$.A.$5%,%5kOf$$,A5.:
ZS -~~.~ w . .~, . . 4: G9h.~&_ '.S.. l?QR.:g.7; Qi D.i:6 .: . r ' = =
- m%n c
. h'h$$!S,Y.5% p 5 5* h.
..S..N.7 .
% 4 ..
m
. , . , , . . ~. nh..s. &. .~- .
i *
.5b5I?5
[ l:-. $A.4 .$W$2 AWE..n=;"lq'Wi,b;?Nh$I"SY?E: '.W: kC'MWkb:+g
'L2 k y w% :X' P n n ..
- a:.-2::.*
iev%&bi':.,A
.w- :n yM:.~ =r g M-?]:.'fC mfW.'5 . .$ * ' :
~
l
. @.m.v.%. :.%. ~
. %n. . m. . . , " . '
l
.,F,,fpi .w M .. 2 5$.. .
%. s.p ,!y + M. A p @ r@ ~,
n.
. . .. h 5 M.
.,h. .#.. ,MQTggy .
d_' %.,. ..s.. ,f[ $ ..,dT.
. w m..'m[.f U:
. h. m .
q 9 % mm.
. . .g%,, .
=
h '=" 1
-~. ksk~d?: 5kNli
~ g&Wn?d ' *-Q&%.
a e cn J,. ~ _ _ '
;.u; , , *.. ?*wg .y:n oo o o o o o 'd o o , 4o f " g.
y
. o
- Q""}- _
{ g
- s
.20
- h
~,'- ,c h k Q Q y g?_' /g/sf-Q ,Q, ,,'c'.';"' - sVs::** M _
=
.. s t l' d '
h __ . D. ._ .
? - - -
5 N _ i
-a' r 6*%.*
l h Y f l$ llh ff r tg.7 , 2.5
, . j. . . t r
s 3:
. .4 % , n ml g rc m_ /rr_w ..
f -.' . * ~
> k & 216S8 _J+& W WAl $!. 5 -
e n. y.y !
.y
~*
- - - . . - wcwop,i-p./M M w w na nn _.
., % -& .& - C. jfr Q7/yLW/*'t& cv'dsr.ss !
g ,.' s *e.. y a w-. (
%'etU.M '; '
s L.~ :s
@ /P'% /
g_ w p s:, c - . ( l 1
; 9.:%. . *;>
- c. ..
2~s , .v.'Uh.%-W.x , ~hY*r.~ . f.
-+
I; l i-t ."3 . . , + . . . . . . -
<WS fY $72Gf 9y / Pp _ ,
i? j
. S. y , . f. ,
' e f
, ghV ~ A 9d ..' fi A C__ 1 7 W $.
. - AD /M8:S_.. ,
;., .M _
1 - d_. ..
.- 1
.s
/WR$st-grYu ._M.:Avr_ s A. T-:
Q
'.; l
/E+bF4oen -csso M eaAcv m.. .
i." k 1 l :j .:b
-Msuu m zw1& n_m u s w C c. -
3,. L
'p
_ 7_ _7D_ _Ce _ _ M_Q wu t- ce c r7 n-d= _ _ _ *
-' n:.' % p
_ . .N D&. 6/8 D&Me N .Ao {e
~;,
,,,,,, & G V 4 ,ld h./ M bf/A b WW4 -
't.
**k -
T.
~%.V + %.' S
.f) M 4.' /S' E:._-
c yir. ,
/-_
m - -
-- U
;s, t p..
JEghsiisdEEEMBRE
$ aer # Y N k r- - - - - - - ree"r+
- p. _, .
g lg-j, ;.
-a -
w:.v.rp.< ~. = :
',, .. . Ms.tM4@.h.Gi-EM. '. .
d p .,
- s
,,g hri
-PE
, r.m
- g ' g I
- 5D g ( ]hf h $
, l D /
7 _ [ ,_
- s. ,w.y g v" , .
C'"-e - c s- . 3.
<s:,:s ,,xu.
.r. ' 4..
$ # L"Y
g h* h - S/, h =f 3'* f } Y yf I i-Ib ? A N ~
/cfgf Q @ , gy *._. ,~
Y _._._. __. . ,. g _
- s. e.%_ .s ~.~ v . ft,A3fg , . -
f. Y ' '
- ym
&l -- 3;-
w.. * *
. *A'A4A'
-n re
-~
m M - W 9 M gg r _,m gy .
.I . ..,
_+~>
.wx;rf~ d w pp.A,,, g g, .
;...; . . .:~
. ; .....3---
s . N j (,i 4' . .x s.c, .. . . .
. s.
.m , ,o///u , & m ,',;n ,, , -p.7:
. ~,. .:. . . , /
Q;i g
. 4 M _
M -4~ ?c' s n ~ m u .: n l tv.
<>a- . -
lf/*/ N_qg'*
^
. ~ zg- . _^""_ ~
_~_- g,, pg _. ]
* - ~
fw An . mi- N ,.[,h, w-. -- -=-- .
.. . . - ,3,g ;_ , , _ .
w~; p
, , , - -_ - - r - -- - -- - - - - rp i
-~-
,m m
m
" ~nec l
_ .1 h,.s;t N
~
- WW NP.MH . s<. -/ nw 20@.<.o
- m g ??.?. ~
e 4 ! -: f .ys .- - - - - ~ ~ - -. $. - Y d. .,.7~716 f Q q H g p, ;" a w . , ex. .-[;
--~ ~ ~ - $.Y&$$ Y.. .d4,.c.,f _ _Q__ _ _ff pe,p A, kl
- y. ac y .
w Y,.f$f:d w
?f'h-y*y . f - -- -
- - - - - - - - % . GM - ?'s"c /-e) /w._, , -,si,c,,,- _,l
. 9> i w
i
& x .
;.ww.
hp e- " r.. c
,S Nc b5bkNdNd egnu 'g/d$67 v.idTgcMyarMc
.~E
' 7;, qp- 64'^#
S ' Q ' 44 ,... W:s. c p?: @l.i. n % p~~ %y fW m.v.c. csE.~. sW:
^
~
t.. %k.y.c wncy dww h e. - gb @>e.g g%; g% *EA ,
; &M ,ig:t:
%...:- w n
- m v n.- de&. ?;m pCnyU. aO N
.>.,se' Q : ~ ~ '
We ' .v.;w .ss- 's' '--+~;- --'*g ,
~
- j.'[:' jf - ?: G w.
N2% ,, .s.. .. 5 Y-
. . L*f** '"'
T. %-y {g
~.,
? c&
[2"
~ '
. "", q p(p;. )
^
~
.r3 JMgj@%$kQ q
[%sh?%@Wan'~
- .%9?
samh , I c a o s'o%6o o 6 c l c'c c" ' t
.~ .h'y.*fQr * /&D;3ivf e
%__/3L/S 'S < sy <32Mrwn. av:t tid -
M4@w.WiWs'k8tGQts6 L' EDGR:%2t%% AW
~9~k 4%g.T
?i$.5,.2R:. y;,y e:-p$.@5 pk hW $c
- U SJ h N'N A W- - W - ~~
, .
- a . w. . si. '~=
* ?; A e ? * .r-'.*R 7 wagg . g,*%Cg :Q.m )h" r, y's. c.ss % . i o s
Y- &L - ~~ "
$fM': 5 un= .*Q*
^
$ l
'2w.4.*;st,7. :p ' M f.Edr 9 'i3 Mr~ yM, g gi.", %,Q. n'2m ;q/q%g@g Q'b <'. *. .
f ., a- e*A W g4 I - - - 4
;;, k k , h4%~f $$? h N 9A Atl'/ G*
Wes 7 -s - G 4 r " S' "-- al.u..: l f+? e ,$
< ~y ,{i yn gv n wm A*.:.o ,*e >.a_.es n.n-I
,s
's :* Q s w s
.h.9:; -
- g. . -
/7.~:c;~r r>i w u~ tw -
r
- .#.w _
= - - -
6l & f B A <.J7 4/A ?>R/
. la,3. k . ~ '- ~ //7- )47,f g 7-
'se. .4. -
0;3r,3~ l bi,W.: U&,. vp> Ei.,9 < - .
~
$ '0CPCh C 'SC4@/ M A4Ed *** V W ^'.
- r. l
* ~ " "
^
Sej- l, rr rzw-spg. N/c M n__Q. Q W ;'-(? l 2! & "'$
. ~ . ./)SA 5. 4. m SAr
- . c .
o.<* 17 e r .n. - !? +] .
- Ti lI a w o -
; f.
g
,. u c? .
~
i ~
~ > TE&r<%u h listr GtM -C&/ rze w
; . c.=
~
l . i '.; l
~
v .
'7 CJH's a+ PM +- 40 e.e G w L Ne p>
; *w .
, $qi g . ~ ...*.8 p' a
~
N .{ La Ce-<Y.n w / m 4 /M<#Sco# s 2-*rW-C w ; v y? n-r . %4"r/c 4 1-l-c& -t- M-otfr'-ocs - 3
^Q:.o. .w ww w ,,.- - < ~:
. e, l
,Ti.P'~v b M4,n :*91,A G -zo -fo . - clo s -g
- s oo i - 3 /2- <. < w
.mA s c. .-. g
$2. .;fe
& yD
*'$'$ ,ggf'C.*.".f,.c.i g ;t W %'?. g) ru ru.** ---.- M HtH M"ry 3 . L. oc +-n o .v AM~'
QMiy<;.gn - u -%~%:.r-v.gs nMupp. w p; sq .
- Wf 4%wk bh, qk6ffSy*'* ink -f$ j.D7 M.2 'O , N $2 8 U" {W 6 ANG'
- $ra
- ,.ni. - y ...a.
usi My
' I r -
.,l'. i '4}fyy,y~.".m;*Ti,'l. h$0 fon.ef /%c5 C* 2 fM*1"?0 u-- s9v lt ! 0 / 0[ ,~__
e
.,k :ff.YfW~! '^c&.,p,..+. ..
&<4:. D.&&;.3
. .l .s *
,,. % '.*;?f Y l Y 5 ?l ~$ -
~
.l l C'l1,~ -
cv /w v*" 170$ f.IC & _ j .
,: n,u;w m wm' - suw.:,--: .ew. wen .:.& :
i - ; "*< 1 Q ) y W W .;' b. &;,7,% :y p y l
. ' , . N.
- , .$p,, W.~.,2 ., . , &
,C.,'-','J.,,,
. *%.Y.,.':
- .s
.'i r . .-.. -
%
- Q q .
m .
. Y^
%.' . . ,; - . ) ;.:
.l kik .
a
~
L . ;,b, A',';y ;d , r. lp .~.~: . j. 1x; J'. : e .:;,;- lC ? . . 2 ** f.$ . . ..~ 5,; ' Y'l. &'; ~-? . ~ bVk' 5*$
- u. ,; ..~ ~ ,.a. g g;,,..:,gg ,p . ,s -: .,
.5 .-i
.. .a >:
. .w-u , - : ~, 4-
. ry. v3:.n ,** p.-: .c.;w -: w. fkb' ~.N.y.jQs.c, ,*~hW
'*., , . , ;Qn;, QAp3 . ,, ;
w
;g ..Q.N'I'~5%$)fthylrg..
.,rek. - r-.Q:;*Q.,
?. .:q: .:;.i,;Q ,--62,y.' , . . . _,,
- . :. ; .;, . ,. 3 ;.s }-.,+.....x.u. r . , .%;sN*~.'.
. ~ , y; .'. . . r ".~} n,
- -? c.,-
+;...,.-, ....
yy.., 1"g i':. . . .. . . l5 a .' .& ' ;, ~ *, Q Q ' d y33- "? , t Jf
*$?f',QN;EY&"'~lf.3l2
' ' *
- 3;i
, , , n
(( , ' f),' ' '-[ , *'[' d _. M. ,.. .. .. %. ..
. ,s . m. hh.. f.%'[.u.f.[.,h..:.n-..h((J;_k, .?((,Qfh., . [~.
. , -..,h,, . , , , ih,,. M
' "_[,,5 'h'_pe d..[ -- , . .
7 . . g..y .,
/_,%-- . ' 1
_ , w. l , [O , dhd0bO !. h@ D00CQk . 1.? __ ? E ! 7C. .
, .:- ~
M b /A ~ C l.a. - 3 r062~3 , t'D 7 ~3A 3..~3 -- ..- - --- - I I
%7'
}^ #
.y L
pf y__s0 A*1'f=0 _.. D f/).T*' ' 1 .- . . . , l r ES - 4gg_c_,ox_,ur CP -d.C _M .C.--T NVO -
. i
*F ;g-=-
/_ f.) -3/-7h__//W /1_ 3.2../ js*yS 4: b ./) S~/4* wet </7.ziw_ ?~.M&M. T& -
7 - g 6
- Wr~ COWA /s ~,g_t_.s.A__M)d0 1-
'f],
~
4 agaOCintre w n
- w~, .
,jg/g s f- .m?-R's S 9 h /7tr 5 A. & Ng.'_f_nAlt.A l &/&/sJ cc Aayg -ing -A'se rk//n' Jr.s
~
&3 -
p - --- -- --..
.,,g
. .A .
~*
l &'1V/47= , Sh. ( .5/Z' 5hl( Y$$s ' Gf/7ffty sy 4A bit /Z- s
~ .c . a .g.. .
. ..g,.:, -
- ~5d_.T3 ,, .
, l $.MC, f & ;2 d [ L. .)=33L, i h/7f dsP &!2/3 _.
- %s . : e4. r.;
,;. .a .
- ;fi.",. ~& :i.2 % ~se' awn / /
~Cc--/-/6 eS~ --5Y35 (o//sl77^>NA NL/ s~ ..
. , , . . , , - ~
,,~ ..
/9/ez ,,
- CC-/Wis -0/'/ -S9.Le uAt
~s Q v z/& 3_ _772__. ~
A C -/b'iTP/~ SY.84 S/S _223h__A &4
- - - ~ - -
- s/uss g,jg/7n/g Qug
ph -
&g-Q
((_,-777-g07-Sygg
^7/W_ _.P2 i, w ---- q= (T-/ -/t/$ -m5 -S'/3 K SAl S-/_]R A .A l26t/W _ . . . .
1 El ma=m va
^
s 1 @ ens w "w
, r I _ __ ... .....~
h ' .
~
~
7Md'A_ _'.r$_t/re _.$</6.<r-k_ z., . //df 5.. wAsca
~ ? (%l 04 , , , , , , . .~/ff_ e .Nl V? " , a _ - -
_ d?_& _S.'Araf9_ sf.S?_ .A* *. . & 4 4 WM " c? l i . . .c - (' ~a-
, .[ ,
M .../MAA.N'?kc. dug . 5' n M , T' " '- ~- 3 . 5 l- .,. ?'E~ j $ SEE' ,kf." o ' Y.? * ' '
%, RQJQ.M.E~ fi'{gKf 2 1 :.'j-Q'((ff,Q'k $" t.1 8 h.j'I M ' M S5 T @ O M '" '~
.i.mq' x . ,,,jy?w%
;c - **g. .%:-.'G 1. pmns.h#MM'92' g -
fj%g&TJS"5%:..;g!.?l; ::t.uz,03: 4 ,, M: 'p 5$q 6 .- =
- g.?!:;g:W Y E5 M E*,J4T'. N*.MAy :.T.%
hftM2 - .;h h h.. w; h h ho$?,ff? m a nc.61 % -. :hhb$'Yhk - 1 1
. ~ m.ys t~....
;;gm - . t
~ '
-m ,. , mmm&_T 3j_
I
.. - Q -ep h ooh l* "-
(,- hhh h h
?f^~. m? f Q9&m, pfi :
s.4m$l,h.up$ f5 egehh, Iz:w _. b s t'5.__us e c y_ de w __El u.+. kk kh a.w OC<-Q S-cif* MctLjjk.gs- p2:<ry_., :_ _ _
.5fh:h;h::::cwm!f.:y$
f? Y hf # # # M W' ,
. . w.4 - .r.h
, t e
'.4 Hl,f ,- 4 *i,QX -
Q' G ---- ~.- -
~.3 , ,
h h - , - - - - f_, 3 ~M , . h
$ w-
>ra -
L' l l
~5, , l . '% .
g . -..
' o7 v g ,. * *.db r , , -. , , , .
,4*Q.6
_*eiM .i Eb h
.?.Vp.n .
. gs f s. ...,. l .
6 m ~ h, '- ye._ c,.n* ,, n s ,.
.~ . .
[. 9 _
- _. i'* L .' .
.u, ~ ,m - .
D[- ' [ I F
*Et'EKd 'mi
,9 3 t
. v.,.-
^ ? *j
%y ,
.'#* V a , .w
- -Qg ~,. -
$4.9 i
.c
,,e.A. ,,g "~ n W'$ %Q...J
.? ,
,p *
-a. .e M !
if -
. 4 y 4 p[, :
2 9'.'h.g' f
% c- r .
2'l?. k&
, . .'. ,f.-cl . .
.. ~w-
)'%.2 3 E4s'..,
.t..i.4..u
-, .,w@
.;;sa
'. .ag. $.W.:% d I* %' W:T' K- %.:.ggD, . M~iMW. *
% wer.: ,c w R M ~'f yJd C [+V, M ... h n {ty t.t SQ . os~@7.;),exn ,E., ~,'
" 4.'.V,'; a .Kr..wt f4 - --
. ,G'b.
'4'.'f'* j&.. . . h. .,. %p T.*[f4@.C#M 4,*$,ds9N w.Nc.pd.iysnM h' ?~L*Q... 2,.V. $. P..' *kW
{ , . . . --
- ' . , (.*&$.Q * ^..*. I,, _b, -<s.h I'f g
, .,,,*.m y'.. -
, , * ..t.-* .
5- ; 4 ., .,
? .yJp'm.*qwa
-a .~dq.in. i>i:.<-
. . 4. x bt .$,7% gk. rN,/ e.. . . . , . . . ; f w. 3 ~ . ~ ,
,l ly"r@?2.1. M WU2 d..w.9...
y.sid...t h c . y h.
. . T
, m
- s. y @3t .6. b:,6. : M.J 6
.. i.~ .
u . . . ..
... Q:r::.$:.-
'1. .- 3 EN. . ~.b h.
. W,. , . . , .. .,
n . :w-C . . ,< ,>ne , , . . . . e
. w .,:.5, .5l'.: & ._ . .-~..w4M.nQ.m$:. ?g&::' ,: ,y.R* .W.. L:.-.. :f.
'%Whi::: A'~:h;?$$-ilL'}si$?@$. Q.n? l r $.!! ,kh '.'.l:.~ n ' '" '
a.*... ;= w> ;c: P w,* v....2,.:.n, .,-
,,.r, .. . ... - ; v.r.s. . . ., . . , . r -
~.. A, .'..:.~~
,'.~, . .
- h
? l.'-)m$w"-
s , % z.s ,'A ,sw y:;. * ~ r , . .
-.v,a;; . . -
- ~ ' ~
.Y .-
n:n, 5'$. ' bY 9.&iV.- 0 f* $ d.:PR:q%{* .
- Y,' $ *-
- .7:-+- ' ;?
M f ti f%:5y.%5:N%y5%'.;.?vf,',,T. 5Qgmun *m.,h. ?
.ym' :~'. V'%j',0.* ' ', )$'.k 'N *;*4 - q .. e c Gm. 'Y;.s RV: M' 'L'*%.ry.r';::e
- l,T,
.:.hl:u*:.i .* '. - ir:' 5. * .]
' ":~~"'. ,. : :"l* k'yd= '3"ttdt5%li 4 ~ ~ ~*?MN;: '? E***M'W'"_**'a'M"__*"__'-_'_'"__~~
1
<. M. -
SS /7 A__.*'S &8, f ,-
- y.'jff'. .. , , ~ ,' _ . . . . - _
. _ _ . __ j t
+ 3 "n / A t/Ae/& Am_tz_E,hg_,,04= k-.s _. s / s _ y s ,., , _
es e ' n . ; f'k' 2/2M /1-r 0 A&_.a_ N c &pg ll7( -78 a Y n.
. l 4 i 4,'* -: ! I. ..
n _a 21 4- y - a w # as n,w. a;, k.;i
're a e c d'g . .~..,s.".. .- .
c., l4: V.N'; j j.. hihh& f.^'.h:=. ?!U YW *'* A*'W f# , -: .
'"'*'M ^~
fig.) f F u. a,w ss/.s n y
. :. _; :y. yp&, 3, g.
a 1
- a. -
,/
sco.,,sa xyg mm/-~
; = - -
- g. ;-
r :- -
.x:u OfS/6 A/Ea r ,, . 4.;._. & A NA.yac. tyg-4 .m_gg ,, f_p
. _-n.
l :' t 6 Cw.e e,e c n< _g,,_,,.,s
W ' 5" ..
r -_ - -- __. i '.','o dkCf3 ~ d64.4 F :.;
---- Y"M '
"'^
h . r .,er-J yhpg . ,,,ygg
, p
_ _ . _ . s a: 2.... .i. ; .s:: ::-;. .
~
- w- l
- , ?'
^
- s. - .... .".....s-F] 6~ 442. C -h4 M6;ep;&.,se.<,,, p w f%.?
m.
,. : a. .; 3 ..s.e - ,, gr x .g.g$&,.
'A ~-
M-.. W
/dA2 / /s/&.c=s gy ? f-j
. , S 'n , . - > - i .. . ..
W p w__ E '"'*' SY " ' 6*'bfy A 1 p o M s - , w 9_ e s . e e s . _ r WWW6Cd- SM"' M7X f /2- tzss,e e_.,a_._5 q w _ (~
- x - e,:
2- m&.. MAm .,W4 h/) A s y ,\ n g s/r3 m ,- m .,z g %,..
- m-.- .
z , -- -
~
s;;j hm fM&g /$00W of /Ey- C t-on e . py ._.#@ss ___ _ _ _ t IJFgis a ge ' iP l
% g h'8L JHWEA O.Q.M 9 M._2f_f 0M 3., , -
sg. __ _ m
} -
. ..~;- .
7FC.._&m GfA ^~#.m. _ _ f_ _7- _ _ _ . _ . . _ _ . . . . ','
. 9, -
y
.- -- __.- ~ _ _.-..-.. . - . - . . . . . g;
_ *T _ STV
- c4. ; -- --
-..-+...-.. . Y l$
-@l & ~i :.Q**W.'~.g. ;
[p!.W! , . ... '" % % x - 4.g;g gges ,. . .,... -; :: W# 3 gtM . xW. MW:..M,. ~
. h_,.,4
~-
-r
. x -s "~&~ke> 5b ggsMa abk
$ys
$$6C9&.iB@5dasdig.J2 s..s
'?:**.5 y y ~n >(b hpR y. % f M & g m;F ?.2.X', W$ w&y s@Y.h.%i-4D?.*Mh'+. a ~.1.:,' '"-' '~:
M'Muh ;#. i9.S .s Tj.q@iMaps. i cfMMSh#6 DFQf*fdkMQ$@s#R$*jQ2g.k.w
- h. r.d. iE....s.. se f4? .
tMAWOME
. e w. g . e - g _ a_ : . +... g _' y ~ - _.ww;m,
.:.g m ,
r p ..g m~'~8 ~
-- hMh_
'A -
__ ,QQ,_._ l - _. M m
.._ _~-
_ "Dl-? ._ygg _,y NM, M
~
? I s., 'lauw J#
l 1_..-
- g 's i
$s. eeeeo ee e e o DiffU Oi
- w., . g i *^ .
, )
.ps j b
..3 . . , m. -~
N&S._(2 4 & Ed.8A.d . 01./8/S 0%.-- 13 N// ')-.--
", fw _ _- f. U b _l W V e_ MA (,,, t,,,nr . - - . - - -
r .,
?, - hW ".' , ---
Cey rr*Gr-. L+1.n - '7 3M '$ /M ---- 'S. .w L.- . m
.il D $ x&f_'-_/4, Y W-. f)d _ &%.- O-..Y St-6 p L -^^^- - - ~ ' " " ' t -'
WA W // A &#Y T P=Qt / S AWCf. C'__- E 5%e-
%E- =MWFspumaR
.gn,,6 l f ._ . _ .
m. 3 y ui . . . . oi . f[ , ! l '
.~ l . l t ' ,
I ll, i I . . - :
\
l l ' e-: . O '
,ll &l 1
7{ 1
~ ___
I hi lli . i ' N .
% di
I f fr ! megem4Qgl -- F %"MR
~ '
[ S- __
.,.,_ m .
.m m . _ - .
r.. - l W<.:_.~' 9,,. <mfr.:.. - w sst l 1
.[.:. EME-mm -
T Ms. f g ' l3 l i
- S ~
^Q " , '
3 ! d, 9, -J_ TdBPM o e
?t -% % , ..
wge'- 9J l 33 : .
. ;g$h a
..- ggg g ,
. :.? ,. 1 4 e = ;--
rh
@ : k . A4 ~
; '*9
. . . . , ,=
c-t.*.;R3
} y :) .
4
.s
- 2,Y $ Q'QhT~ [ _ *3 '
**[E*'I-. M*I- 'k
..:Nn[k. T. %.Y$k d
, jd $ 5. NN$Dk~i
? '.:@w.c
~~ &(3l c .*,fff ,.$.1 4?7 . ;.; .,
- l. ,o , ~~
"w g.f M W jitg.,f l }. ~% ~
3 r ., 3 ;r ,
,,,-.pp.,,_.
_. ~ 73 t I .%R . GR?FFItb I'may have to call you or we may
/ e nave to get one of tne inspectors to call you, wnoever 3
adcresses some of tnese things that you have raised today. , 4 ' may have to ask you some more cuestions. ! Okay. On this statement we 6 sent 'in there about tne torquing of the nuts and tne I helper that designed the hanger intentionally wrong so ne 8 coulc see wnere they nad been checkin: while ne desi=.ned tne nangers, is there any way we can get nim to show you t 10 all tnese areas do you tnink? 11
.A1R . GRIFFIS: Wnat is his name?
12 : Well, I don't want to bring no 13 names up. He said he cidn't want to go to no hearing, but 14 ne woulo lixe to taxe you all down and show you. He would 15 f like to have a snowing. He says he knows about them 16 standing on pipe and where they beat pipe in wi3h a sledge 17 nammer and caved One sice in on pipe more tnan half inch 18
, and stuff like that.
j 19 MS. ELLIS: You can tell nim off the record, i j 20 ( nereupon, a short recess was taken.)
}
"1 e
MR. Ei.RR: Back on the record. 22 All right, do you want to talx 3 aoout the concrete? I think you already looked at @ 24 statement about the concrete where they used reject 25 material from ne concrete pours. t _-,
, e r -,t i
TAYl.0c ASSOCIAT
" \
, ta2s a sTurT. M.w. - sum toco WASHINGTQN. O.C. 20C06
{ (202 293 3950 , _ . - - . , . _ .. _ _ - . . _ ._m______ _ _ _ __m___
e m 82HL CC./ 58 C/5 . lr -- .
. 21
,J
/
j J i c
. ~ p.19/
..{l, y
I N .s~:2
' 's l E
.58 / N l'
gc-s-va7-co 5-5a3 A, 3'h$6?)f
^
t/ *,o ' - d
' rd",y1 7 ' (T. C l'- 8'If f
, .A .cn J L
[cc-t-t'.7-CC4-54M I~ lCC-I-it -CO ?- 543 R ,
, ./ s 5 p
' c.ol3*'
q[f' N. [CC-I-146-% 543 K ' ss.
.W.
~%,' .- i.gs'i }5 s- g* ,. g'. -
CC-t-t b- oc5 -
* ,/' N' <5'- \g 2
/ % "
\ / 'N $
i l' 3 / [cC-t- t% .c f'./*4,l9
.sf I
I N
~ cc-t-t:3-oo t <>te '
N c c t-i15- 003-54xl
- ,-l - : 5- oo i > st.I
'N s ' sg '4 'gB
~ ,~ yf p2,3 CC - '- '45 -
- ts - g C'# ,-
g'il ,p 63 g,. , c_c L - i 45. x-s sW, 'g't j [ 8.5" " 'N[/ , g'
; t .cdI/; O = TA st.
3 fg . ' . I l Q >
/ s ,
11" ,/N ' t+ AI'3)f-{' iC
,.. < c3
\
-_g .. - -a
} / .,
WS*d s b CC l-Ub-IS2'3 " ,, [ t , i
'~) 17." __
BILL OF MATCRiAL " '
"1.' cuc:*mo= ;;;5 '. 3 sg.
Ea'ai
~ .
I l . I ' ! Q g e J APERTURE , - ) CARD J .I sN .' l Xaihble on ' pKperture Card
. yt 1
T8T$ ?$l - T*. l d - i m C yng 1 its
'CC- t - { %- CO 4. - 3,4 3~3l dp & m 7 3 7 (
m 1; l(T.Lk .i -f Ef DET.'A ! *) W .i f,el r/ s Q'
- o
- g '4, 't
'%' g, N
N
's .
.. l euc...r .
assEa ro,. ,4 C E1 ci .r.F.C. , A J
,s . c; e l I 4 .
2 8D Myl*4D .w tatry m .= x s1. ~ r _., h Mjf LO M
/ , cc.-t -14'o -otS 5 4M] gcd 2E m o uoTE e z' Ao'm ve ku *t'FM 6 P\'48! Revis:o AS Nond '72kd cb Nd REVT*C A*3 NOTC
'S LL HiM (C P4 Y;% ,
& Q%)eMiftEO ^ 50% .WEES$' PA'CW' /.Cte4A 6 9~ fG@y I -
YEgie.o tos Sraass sRrod.:;r /.0,r,44 b*.k'b ' /;A fjf ( I y u-RT
> I e,
g i I
' Qq, ,
' ....... g, .. g.
p- ........ p ... . . . g ... g q- l ..... s, \ N w 83
*ts N
' r, 8JsD(oo400'b3-02 TEX AS UTIUT.E5 SERVICES INC.
3S*119S GLEN #01E. tex AS C. P S. E 5.
*'-'s2,3 .-.
s ,r- 1*4
~~m' Brown 8 Rootginc.. />,
M : e v,
..\
g, . ...., ... .., y _ _
, 3 sousros, s 1
.......,.,s. - -e a~ty . -
e v /, :. COMFCLEU7 CCOUHG -
.j'l i%1TEP -
f t,. O.
,,&T-4/a/
i dFM CC/.I'6 4/5 4 m 17" I . . N
cab wg i n,bw % A II
~
/
_ . D Ireft .- M'
- t t !.
AM-8. F. IU/cpt. 4
$2 4
- 1. Allegation Group: Viscellancrus No. 8 f
- 2. Allegation Number: AM-8, AM-9, AM-10
.)
- 3. Characterization: It is alleged that: (a) the Unit 1 main condenser tutes were beaten with air and sledoe hammers, were split during belling and flaring, and were improperly rolled; (b) the wrong type aN j condenser for the steam generator was used; (c) the tube support t
i sheets had holes that were misaligned by 3/8-inch; and, (d) the turbine to condenser was misaligned and jacked into alignment [ causing stress. 'l
- i 4. Assessment of Safety Significance: Region IV first identified the 1
'l potential safety: concerns associated with this allegation in a letter ., ! to Texas Utilities Electric Company (TUEC) dated June 19, 1984. In
- t
[
- j a letter dated July 9, 1984, TUEC outlined their monitoring
'l i procedures for condenser construction activities as well as the various tests that they conducted, i I ,
~
F0lA-85-59 g- 270
De hN stott . t t er pted t r visually it. spi-( t t he r t '.dt nser inti rnc i s , be' thn. wi.s n'ut possible becaust of the cony ' t ion caused by the tube bur.cles, the internal pipirg and the L.rocing. Therefore, i
; the inspectior was lin.itea to using a hand-held light and i
observino the bundles f ron, the manway. Observatior. was difficult
. because of the distance between the manway u.c the tube bundles and becaust of surfact rust; however, the NRC staff detected no j irregularities.
l The NRC staff interviewed three employees who had direct knowledge of the work en the main condenser tubes with respect to part (a) of this t . allegation. A Brown & Root (B&R) Millwright Superintendent stated I that hamers were used on the condenser tubes, but only when using a special tool to protect the tube ends. He also stated that this is a 9 l standard practice in condenser assembly. The Millwright f Superintendent disclaimed any knowledge of misaligned tube sheet
! holes.
,3 l The NRC also interviewed a TUEC Operations Results Engineering l l Supervisor concerning the availability of documents such as inspection reports, deficiency reports, in-progress monitoring reports, NDE 'I
! reports, and procedures related to the allegation. He stated that work was performed to B&R procedures and he did not keep 6ny official records, since his particular involvement was limited to
!, non-safety-related surveillance for commercial consideration. When N . .- - . _ . - - - .-
~ - - - -~- - -~- -
3-itied a: ,: ti.be-rol'l i t.s. pr oblet . be <.tatsd thet t he w iirre i r-traruf acturirm tolerance! of the tubt outi.ide dier. ter s and tht tube i j sheet b(le dianitterf did present a probles, ir the brgir:r.ing, but tht problea ut solved whrn they properly calibrated the rolling tool. He also stated that as the work progressed, his level of confidence in
] the craf ts' work reached a point where 100 percent suneillar.ce was not required. In addition, the Operations Results Engireering Supervisor stated that, during the rolling of the tubes, the optimum tube-wall reduction for a positive tube-to-sheet seal was in the range of 6 to 9 percent. He also stated that, at the beginning, when l ,,
experirr.enting with the torque on the rolling tool, the 9 percent reduction in wall thickness did not occur in some cases, but this did i not result in any of the tubes cracking. (For an explanation of tube cracking, see " Note" on the NRC staff's sketch, Exhibit A). t
~
In another interview, a B&R Millwright Foreman informed the NRC staff
, that he was not involved in the construction of the condenser and
! disclaimed any knowledge of the alleged problems. This person said it was rumored that the condensers, the auxiliary condensers, and the moisture separators might be retubed. This rumor was confirmed both
- 4 by the Millwright Superintendent and in a telecon with the TUEC Nuclear Ergineering Manager. The latter informed us that his group was conriissioned to make a feasibility study of condenser retubing, retubing Unit 2 first and retubing Unit I during the first outage.
The proposed change was to retube using titanium tubes instead of I
.. . - . . . . . - - . --- ~ ~. - - --- - - - ~ - - - -- - -
. 4.
ci ret t -nick h (I'-hil tutu : i t; ordre f( i i. i s e t he t- 'twe1 o' ths l '! wates Or. the serend.e) side f rer e levt l n' 9.4 te Letwrt i 0.0 and
- 10.0. The alle9 Ny havs h Er, ref ere irig to thi' t . posed changr
-l j when he said its the wrong -type conde nser for the tjp* of te an-generator." However Westinghouse provided Gibbs & Fill, Jr.c. (G&H) ') with Specificatior 2323-MS-23, which contains the optrrting conditions t j and crittria that must be met, and this specificatice wat used.
! On September 14, 1984, the NRC staff cortacted an Allis-Chalmers (A-C) representative who supplied information regarding part (d) of this allegation, installation progress reports show that the low-pressure .
I (LP) II condenser's expansion-joint weld was completed on September "! 18, 1978. The welding process was monitored during welding, and once in approximately every hour micrometer readings were taken at 12 1 points around the joint. These readings showed that the maximum
! movement was 0.026 inches (0.660 mm), which was acceptable to Allis
,i
- Chalmers, Westinghouse, and TUEC. Other than visual inspection, a
.i ~ l nondestructive examination (NDE) was not required. The same progress report shows that the LP-I expansion joint welding 1 l began on the same date. On October 13, 1978, Deviation Report No.14094 was written against the lower weld on this joint. The movement of 0.277 inches (7.030 mm) exceeded that allowed by A-C. Consequently, on October 19, 1978, the removal of the lower weld was . 4
-, - - - - . _n..----_.- - - - . ~ -._ .. ._ n _ .-
. s. .
I'i pu r. , a r C' s r r ' l.M i'aLi- of 3/4.it(F weld w 't 'e :utd. T ha
, r.is rorrett r 109. kr pt b;. t he TUl( Opere t ions MP 'r.ts e e F C,r er.ar. shor t hat rewi ldt.g beg:ir r,r. Novernber 13,197E,, anc' wai CTplf tt o on Noverrber 17, 1964, ar.d that rroverent was cor. trolled to e m imum of 0.0E3 inches (0.584 m.). All welding was done tc El,R weld procedurt (No. 10046) and to Westinghouse directicri for slip l
(intermittert) weldir.g. Considering these welcing catrols ,
\
j it is unlikely that any undue or undesirable stress was introduced 2 i ir:te the' welded joints. Following welding, the only NDEs performed 1 (other than visual inspections) were hydrostatic ar.d vacuum tests. The NRC staff also reviewed seven condenser hydrostatic test packages
- for the results of tests conducted in accordance with the G&H test
, procedure (Specification 2323-M-23). These tests spanned from December 1980 to April 1984. The NRC staff found that retests of the shell were made due to design changes. The last of these retests, for
' .{
I; example (No. ICO-0200E), was performed in September 1983 and involved l sodiui.1 tracer in3ection and sampling at points through the condenser wall. In all cases the tests were successfully completed. In May
.j 1984, TUEC performed a vacuum and water box priming retest (Procedure ll ICP-AT-27-01-RT-1) to again verify that the main condenser could be i
evacuated by the vacuum pumps and hold vacuum for 1 hour. The system test engineer witnessed and accepted this sucessfully completed test. The lead startup engineer, the manager of plant operations, the TUSI
- ?
l l 1 m _ _ . - . . - _ - m_,_ _ __-
T t.
. I. .
riu r I c.i t engintirirc paraci . eec tht n;.in tc< r of not it c r opt ra' ittro o I iiiso reviewe d and acca t.ted the test result. . The NRC staff review of these docurart.ts inditetrd that there was no evidence of an oveistres , i { problern with eith s the expantinn joint or the piping connectior, i
- 5. Conclusion and Staff Positier.s: .The NFC staff confirmed that when TUEC began the tube-rollir.g procedure some fabrication problems were I
experienceo, however, these problems appear to have been solved. The t NRC staff also confirmed that TUEC plans to retube of the condenser with titaniurr. tubes to improve its design and operation. The NRC staff found no evidence that holes in the tube support sheets were misaligned by 3/8-inch, nor did they find evidence that the
; turbine to condenser was misaligned to the point that excessive stress I was introduced. The conclusive evidence is that the condenser was I
constructed following approved construction and testing procedures and
- as such, will perform its designed function. In addition, this unit is classified nonsafety-related and is not essential for the safe shutdown of the plant. Accordinglf, this allegation has neither i
safety significance nor generic implications. l j..
- 6. Actions Required: None. ~
e
. _ . . _ _ _ . . _ . . . _ - - _ _ _ . _ _ . . ~ . . _ . . . _ _.- . _ _ _ _ . . _ . _ . . . _ . .
4
- l. I,
- t e t hiffis: Exhitit A: hki Str'! S6t t(h
- 9. Pef on t r-( t Doc un.cn t ! :
.k 1. Repair Process Sheet, WDC Serial No. 693899.
- 2. 6&H Test Procedure Spec. 2323-M-23. Hydrotest Procedures:
ICO-00?-1901-HO, IC0-002A-1901-HO, ICO-0028-5402-H0. .l IC0-002C-1901-HO, and ICO-002E-1901-HO.
,1
- 3. Hydrotest procedures: ICO-002G-1901 and IC0-003-1901-HO.
'I 4 Vacuum and water box priming procedure No. ICP-AT-27-01-RT-1.
- 5. G&H Condenser Specification 2323-MS-23, six conversation records.
- 6. A/C product service division deviation report #7136.
. 7. A/C product service field report Nos. 133, 148, 158, and 170. l 8. Expansion joint weld out ricrometer readings, unnumbered.
- 9. TUGC0 Office memoranda on Condenser Tube Sheet Leakage:
50-81051 j SU-81081 'i
! SU-81134
- 10. This statement prepared by:
- l Jack G. Corbett Date
-i Reviewed by: Group Leader Date i 1 _ ,_.- - --_._- - _ - _ - _ ~ _. _ _ - _ - ,_
_ _ . . _ _ . . . . _ . _ - . . - --- - - ~ -- - - - - - - - - - - - - -' ' - - - - ~ ~ ~ '
? *
.I .
Iq g., es n! li.v: . ._. . . . _. _ . - - - - - - i i 3 1 h s.,j ec t Ih n i t or Date d 4
)
'l 9.g
'k J
t i 4 e e I t 4 .
, se u
j
- i.
i
)
I t t l1 I I [, } ._ _ _ . ._. __ -- -- - - ~ . - - - - - - - ~ - - - - -- ------ -
~
wo Reco 'kAATERIAL DESCRIPTION AsTu ceSto.
/ I T. S. 4 x 4 x .375 x l'-6 3M"LG A-5CO 6R.6 2 2 T S. 3 x 5 x . 2 50 x O'-S"L6 A-5CO 6K.B 5 i BAR I x 2 x EV1 SA -%
4- I & I 1 12 x l'-S"L4 SA- % 5 4- I"4 x 9"L6 HILTI-KWIK BOLT (MIN EMS 6") l MTE: f
, @ (g 2%PS-I-52-IS2-5 I) FOR 65NERAL NOTES s SEE C.P- A A-CCI c
S, r . EOR ENGINEERING 4 I O O E QEEICE USE ONLY u I MY l _/1 i i
+
y ara-s vs. lf;t,, I Y %l, . , ,et. sis's" L t s iot g
; M N ,
g i G ATTACH 5' "
,. s, s "n a a,gg
/v 15292 II' 2Va"
[ l SECTION A-4 LOCATION PLAN I _ t T%
.sa1M 0 6/BNt) % JGH Ns hlb RELEASEb FCK f.Ov%TRDO*I$N ?.$
REV OATE DSGN DWN CHKD APPR ES M ON TEXk IL TIES SERVICES INC. l "*" PMN DRAWINo No. g hh" " g SHT NUCLEAR SAFETY RELATED PIPE SUPPORT H-cG /-58-045-O/O-3 Rev. / -oP_2 m _ _ _ _ _ _ _ _ _ _ [9I ..,
y _. - -. .
.i' .'; ,. .. .s r_ l'-3
\4
~1
~
y , V - , to
. .;Q
'/15
. I[t g
i U_ / n I l 3__ .'
" b \ .-
k* . w n
, I s i' i t.c q c ...<.
i i x ,-l.; . *. . ( .3 \
& . i., . ,
(TyP (p/p VV At QT.9 V4 4 si g ., ' ^4>, 4
= = = = ELEVATION LK6 NORTH 7,p 4 ^
+o Y
\ Ein I 30R ENGINEERING 1 4 76f4 g oryg:E USE CAT j W N E(4)lYh'$ HOLE I
+ M i
SF.LTION 5-8 A
- k 1 4$ kk %
o Wahb s su % ft#1 messa r-ce de8srhevra w REV DATE DSGN DWM CHKD APPR YkSCRNON l TEXAS UTILITIES SERVICES INC. COMANCHE PEAK STEAM ELECTRIC STATION FIELD ANALYZED PIPE AND SUPPORT DIVISION DRAWING NO. O SHT NUCLEAR SAFETY RELATED PIPE SUPPORT H-((, /-$$-Od$-6/O .3 REV T. -OF-Z . - _ . r. . -_ . m . . . -
( -
, 1 i ?,
ITEM QTY ' Asm cEsto. NO. REOo ~ MATERIAL DESCRIPTION I I T6 4 x 4 X . '675 x l.'- S" LG A500 GES
- 2. ..l... TS 3 %. 3 x .'2 50 X. 2 '- 3 " L6, ASco G2 5 3 I FE. 5/8 k 10 X C'-lO" LC, SA-S(.o 4 4 5/8"&X G/' HILTl K.vJlld Coh1 CRETE AMcMOR.
( S'/z" Miki E.MSED) ea. h 8 at ! , RN1 B 'M B E1 YI w
.LT# M IF3 w -
4 cua . : , tocy*
. BE4M ' ~s.. 2 #- CC-I-lZ5- 152-3 J, A"
- f. ' , . ~. ,
'. '. 1, y ) EL 82 7 '-O" y
~_g,-- ", . :rs UTEdul A
_( ' A* EOR ENG1HEERINs 3 QFFICE USE ONLY A %.v A ELEVATIOR LK.G %IE.6T f QI s'419M a /u lya"4)i%d'Q flW / trP - f holes AW . N 3,,- 75 e! p _=r$;' ~(W)
\
7 x { h-l a G.ATTA04 M ~
. _4. 6'i m l _w I 2 "N DS o
i 0 LJ
~~~
N~
' ~~'
/~/bA'll
!i 1
$242 i '- t iW" _ 1 LOCATIOrd PLAM vis.w/ A- A-NIOTE' j;
- i. giom. sse McTae sEE. CP-AA. cot M# .A a ~
E8 dN d MN W f 4 # DU
~ w a se I
W W o 6//3/@ DwM //)6 FEE.LEASEED FOR CON.lSTEL.lCTIONJ REV DATE OSGN DWN CHKD APPR DESCRIPTION TEXAS UTILITIES SERVICES INC. FOIA.85 59 COMANCHE PEAK STEAM ELECTRIC STATION PIPE SUPPORT DESIGN GROUP DRAWING NO. C SHT I NUCLEAR SAFETY RELATED PIPE SUPPORT H-c'C-I- 58-045 003 3 REv. I -or-I t_ _ _ - _
ITEM QTY ...
- / AsTu DEsiG.
NO. RECD MATERIAL DESCRIPTION l l TS) 4x4 x .3 76 x 2'-8" LG (cu r To 6Lili) ASco GR E 2 l T6 3x 3 x .250 x 2'-o" LG (cut TO SulT) Asco GR. 5
~3 l FE. 1" x lo" X c)'- lo" LG 6A3co 4 4 3/4"&x 7 " MILTi KwtK CoMcRETE AMcHCR-( 5" MtM EMeEo)
.EZ! SET!Em1No W# M @h aamauzzoma gg g g gg gg M :35" 62*cc;I-7s-isa-E e isL. meir o~
Y Id E j ' 2 3'4" D'A" wEWati _. iyghe __I q A t- W M E M T .{_ 4 y L -- H y l l a 3 T l . T s ., . j!l 'e, q. E=! gyr I s 17 A E4 V l ! ' h : t bd P-
' , iI , /
t 1/ w 1n M1 s- - N \ ' \ g)l)(g,' b A ' T e .A g r. c;i U,/ I #'. - n tTNA,R'. \ HOLE.6 me - V, 4,yo S ECTroid A-A PLAM .s _. g 4 0 8'- 9 " ~ d,,,,,, i MO7E6' X y
- l. FOR GER NOTE 6 GEE CP-AA-Ool . , ,
LOCA7tOU PLAM 4 t 4
/4> /f#j O 4/10/@ 6a CWM FEELEASE D FOR. CON 6TFEL3C.T1OM REV DATE DSGN DWN CHKD APPR DESCRIPTION
~ '
" " ) h TEXAS UTILITIES SERVICES INC.
COMANCHE PEAK STE'AM ELECTRIC STATION st 't PIPE SUPPORT DESIGN GROUP i t DRAWING NO. O SHT NUCLEAR SAFETY RELATED PIPE SUPPORT q.cc. (. g @c23.C(353 REV. l -OF- l _ /<-a80 ___._.__._,______.,m__.__p.___._.
}
. 5% ?,
ITEM QTY
.) AsTu oEsiG.
NO. REQD MATERIAL DESCRIPTION 1 1 Ed'. 4 x 4 x. 375 x / '- O'lG A500 GL 8 2 / 7~d 3 x 3X . 250 x 0 '-/OYG A500GA.B D 2 BAL 2 x % x O '- &"dG JA -3 6 4 / 29/4x /0 X 0 '-/O'dG JA -B & 6 4 3/4 " # x 7" dG#ff7ZEl//ZE COM A#CEOL MfZB FA/BfD =.4 ".) - m-..._ g _ * = Mi'ittRfNG W UPPN s- If & __ ww Ny p Ah
? 5: l " -
f "(jff) ,4yg"* B" 7,ht: v -=
-A jg y.
^ -
g
~
l 1/4 V i 4 +
' ~ ~ ~ ~ ~ ~ ~ ~ ~
k #CC-hfo-028 & j s l l f u oos-3 emirw E I/I'/0*$ N} 4x
-A w -
I (,ll CO l k f , 4 O 2'CC-/-76-fff-6 ~ Q'o E l J - V
%ft. 7/7' 2" Ln W A D'-
s (4)U/d d aw
/9:! ,
g , , [8((88 M-A ~ ,{ ' LIL , 1/4. /~ t A" 'l \ __ N x 2 nawzwte a re V. i
; HOTH:
i g% 1
], /)SOA CfN N0fff AffC/-AA-$0/
/06"AI/$N//AN
-~
/d> g//d[ bJOTE
/ 7///S yd- OWM REVl6ED WE~_LO 0 &Itol# 4h Af /6) WE) Affd4FfD A18 C6Hf/2/' CZ76H REV OATE DSGN OWN CHKD APPR DESCRIPTION TEXAS UTILITIES SERVICES INC.
f g " COMANCHE PEAK STE'AM ELECTRIC STATION PIPE SUPPORT DESIGN GROUP
*V OR AWING NO. SHT l
NUCLEAR SAFETY RELATED PIPE SUPPORT g g'g ./. fg . g g g . g g f. 8 REV. / -OF / ! K4 . _ _ ._
CPPA-5971 . a'EXAS UTILITIES SERVICES . 2. # OFFICE MEMOR ANDUM , f To George Bundt Glen Rose Texas Auqust 1, 1984 Subject COMANCHE PEAK STEAM ELECTRIC STATION _ JOB No_y,,_ 1981-83 2300 MW INSTALLATION E C E i~y^^ TYPICALS FOR PIPES 2" REF: CPP-3150 AUG 051980 Letter CPP-3150 placed all hangers with an "H" designation on construction ECElyg
! hold. These hangers have been reviewed and found to be acceptable for all B.0.P. pipe. ,
The hangers which may be used for class 2 & 3 piping are as follows: HS-4 HS-133 l
. HS-10 HS-137 HS-18 HS-149 ', . HS-23 HR-153 HR-31 HR-173 l , HS-35 HR-177 . HS-68 HG-196 i HR-58 HS-209
- l HR-74 HS-216 HR-75 HS-219 HR-89 HS-220
; HR-109 HS-221
; HR-112 HG-223 HR-119 HR-230
,- HS-129 HR-264
. HS-132 The remaining supports are not to be used anymore on Class 2 & 3 pipe.
I i 8 & R DCC DIST. l wme r u;a. I Lou Montanaro / j LM:SR:kss ff0l? 308-
+
cc: ARMS Hal Goodson QA M;2. l/ Bill Padon E803 3 C E -
, _/_ _
Tur,co QA Y 'f, 'P f ll Fp P:iUE5 c. ; R. j h" h Aa:n l/ I i.
' O/A $
/M3F 1- _ ., -- -
e CEXAS UTILITIES SERVICES < :. ARMS OFFICE MEMOR ANDUM INDEXED To George Bundt Glen Rose, @ August 6, 1980 Subject COMANCHE PEAX STEAM ELECTRIC STATION 1981-83 2300 MW INSTALLATION JOB NO. 35-1195 TYPICALS FOR PIPES REF: CPP-3150 2" ECEIVEm i CPPA-5971 AUG 0 81980 l Letter CPP-3150 placed all hangers with an a
"H" designation on construction ECEIVEw f*
hold. The "H" designated supports have now been reviewed and may be used for all B.O.P. pipe. However, the "H" designated typicals which may be used for class 2 & 3 pipe are as follows: B & R DCC DIST. I HS-133 I i HS-4 HS-10 HS-137 PR0ff'T ICR. l HS-18 HS-149 pg:,{.jg l HS-23 HR-153 . . - HR-31 HR-173 QA E't !/ HS-35 HR-177 j HS-68 HG-196 pg,MCT .} .r. J.Ga.
/
HR-58 HS-299 TUGC0 QA HR-74 HS-216 pgojci 3]ig, gig, l HR-75 HS-219 - HR-89 HS-220 ARE --q/ , HR-109 HS-221 l HR-112 HG-223
, HR-119 HR-230 i) HS-12,9 HR-267 HS-132
. The remaining "H" supports are not to be used without prior written approval for a particular support application from PSOG for class 2 & 3 pipe.
l-This letter supersedes letter CPPA-5971. ll l , i Lou Montanaro LM:SR:kss cc: ARMS Hal Goodson - - Bill Padon l F0lA-85-59 1
- u. a- _.~ ~-- - _. _ ,__,..- e e
-ars ._
**,- =-
,d , ']' !, ,
TE s AS UT4tTIEs VANCHE PEAK STE AM ELECTRt 'lON GE*.E4 ATING CO NONCONFORMANCE REPCRT (NCR) I i it34-10038 i UNIT STRUCTURE / SYSTEM ITEu/COVPONENT TAG /lO NU BEA LOCATION OR ELEVATION RIA NO SG UPPER Compartments # 1, 1 REACTOR BUILDING g N/A 2, 3 & 4, 858' ele , N/A NONCONFORMING CONOtTION d Installation documentation Can90t be located on the four steam generator upper
$ lateral supports as referencea on 2323-S1-550.
8 a: E N0 HOLD TAGS APPLIED o E E 2 e REFERENCE DOCUMENT- AEV ' I PARA REPORTED SY: DATE: I W s- b} 4m- r 4. 5 W 9/4 INV CE REVIEW / APPROVAL: OATE: w C WY/Um $$ -
? /l$I$Y ACTION ADDRESSEE DEPARTMENT Warner /Veaa QA , DISPCSITION:
REWORK U REPAIR _ USE AS IS SCRAP
'I Civil / Structural Engineering shall issue operational travelers to document the i
installation and inspection of the S.G. upper lateral supports identified above.
!!! Operational traveler numbers are-8 CE-84-192-8902
@ CE-84-193-8902 l o CE-84-194-8902 O CE-84-195-8902 i 2
.i o i >-
i O '
'j <
b ENG. REVIEW /APPRCVAL ( DATE-
.t CE REVIEW APPROVAL:
DATE: w VWd' r, k- /
. O OtSPOSITION VERIFICATICN & CLOSURE:
$/N/EV I
DATE:
/ /
I COMMENTS: i
- FCIA-85-59,nr -- L
.._..._,...__.._-.~.- . _ - ... - - - , - - - - - - - - --
l
. c::s auc~icu crosmcn n:.ve a u-+ se '
O bd%.h : 4 ~ .Wh Yn' N
' ~
h"i" b"7 bMD
@ M cf707EMn: ATreatinooneT- l@MEM/FM3 $ Ya7 Divi
@ B L .- M N ENT 1 @ EL. 858'-6" 89 t m A Al lM e,- ~ r u ca;g a - 2 ( - 9 4- cgp: Civil m rEN C SY N IO CATT "##
' AN l MEV1t*M #A CATt &
m z u. , U/% CD. wt CUT. . c P e tATicss e gas. ant
- 3 . s ,.
-- f.' W ., $yA NO, Q@- &p - --- - - - -- -- - - -- - . .- -
1 QC QCVERIFYASSEhBLYMARKNUMBERSPERAPPLICABLEVENDORORAWINGS,
.(V) AND BOLTS PER APPLICABLE MR's. DOCUMENT ON STRUCTURAL ASSEMBLY VERIFICATION CARD. QC INSPECT PER QI-QP-11.14-1 REV. .
2 FE FIELD ENGINEER VERIFY LOCATION PER APPLICABLE DESIGN DRAWINGS. M550 hh q.v.r4 3 QC VERIFY BOLT LENGTH BY UT INSPECTION PER QI-QP-11.18-3 REV . 4 MW VERIFY SNUG-TIGHT CONDITION OF 2-1/2" DIAMETER BOLTS PER CCP-22
. QC' AND QI-QP-11.14-1 REY. .
(V) 5 QC VERIFY COMPLETION OF TRAVELER. (V)
REFERENCE:
NCR NO. M-84-1C0384 ( #NOTE
- 1.gEQ El..E OF CPERATIONS MAY VARY TO SUIT F
. ,q v . . .ia , , u s a u ,,,.r. a..., a ., ,s a ., .
g M bru 5s: gno sa t 77. gg7 ,, 1, 77- 4G7 -3o3 q.W O 4 I i s
g DROWN & ROOT,INC. nesammino mynaos ) SHEET NO. l CF
- CLIENT T!1 Y W ELE # ## M* # ~'92~ P99 2' Mb O' JOB NO. 2 5 -!\C S SUBJECT A* C'I'N h"E'I S b 9mf E
- a m 5 m O e m n "-l
"'n'"II W rI E rtiCm i 6 ,.
l1 BASED ON O *l4 M a n %3r v a O S - DRAWING NO. FE. 5 5 9 0 l COMPUTER CHICD. BY APP'D. BY DATE 9
- 7 f., 19 E l
~
$ REACTOR 4
1 i CO MP* 1 i
'i i sw p.- :.Tabn ; g , , l
@ E * *"S ~
.T .Y I
,3 a Fw w a:
o i s - r 6. Powit
# A p P w.it PLAN $$ .
# ff' _ /r0 \9' "113} ,g-f (A') IT "I 70' 2
0 N l~ 6 r W.R l un o l 4 _; _ (n3 3 7 '. 3 %" (O. 2 2;3Y;:." l S l u.St o'd I ~ pi ag S '/6 1
- SEC 10N A-A i
l L. . - - - - . _ _ _ _ 7 --
f PAGE 2 0F 2 TRAVELER NO.: d[-N- / 12-7902 STRUCTURAL A55D88LY VERIFICATICN CARD e PIECE MARX NO. AN0/OR HEAT /MIC No. QC VERIFICATICH 1 I I u . l l I i 1 f I i t
!l
- I !
- ) i l
4 I l t l o l l8 ' 9 i: I l I -! 1 l l3 l 1 ,l l
. i L
l l, l , r I l t -. 7 - . - -
.._.s
w .w . ,s w w . i w n wr. w. .wn . , Ac.: , ..= -, m - O F.YIMaNN t l@ 'fM*# "" .C""f "" @*"*I" @*D'1 ' ~ NTE@ M LATERI AL~ SUPPORT I @ W 9 6 F E UY & b 3 Y1 bY 8 REV.2 iqs LOCAMM i i 37 3 7 5.'d Os NMM:G/ENG.1M57M. 99 1AR I COMDARTNENT32 0 El . 8 5 8 ' - 6 I 8902 1 m 4AlJh W 1 H gA;g 4- 7 f -- cgn Crvr I jpyn gjr M V A / CATE U M #? Tui arviriv ~ ' ## CATT # cw c op w be. opetatiew w. .- c.vs. 23: 1 QC QC VERIFY ASSEMBLY MARK NUMBERS PER APPLICABLE VENDOR DRAWINGS, (V) AND BOLTS PER APPLICABLE MR's. DOCUMENT ON STRUCTURAL ASSEMBLY VERIFICATION CARD. QC INSPECT PER QI-QP-ll .14-1 REV. . 2 FE FIELDENGINEERVERIFYLOCATIONPERAPPLICABLEDESIGNDRAWgS,. 3 QC VERIFY BOLT LENGTH BY UT INSPECTION PER QI-QP-ll.18-3 REV. .
.' 4 MW VERIFY SNUG-TIGHT CONDITION OF 2-1/2" DIAMETER BOLTS PER CCP-22 QC AND QDQP-ll .14.1 REV. .
(V) 5 QC VERIFY COMPLETION OF TRAVELER. (V) i q
REFERENCE:
NCR NO. M-84-100384
- 1. k..
Jo-(gNOT
, uENCE OF OPERATIONS MAY VARY TO SUIT FIELD PRIORITIES. .
/. Sg.d AL, ny be usJ ,s wJ,eJ,6 ,,/ ap.L>,, k l l, M. bro.~:nyg: A FC 0 .5ke t 776c7 n l ?h 7 7-L G 7- 3o 3 d s. # '
e i ,i l' i l
- l I!
l . ., . .- - _m . ._ ._ .
.~
g BROWN & ROOT,INC. INGINEEtING OfVl54001 SHEET NO. I OF / CLIENT T Lt S T T RAvi4E# W C F 84 '93*8 k 1 GCYI e' ES$dJOB NO. M 'IQR SUBJECT AA C% nl4 D - A 'F ' *. b A ny R-4ms in C%m'? t C"ne 11nn-r f M -esi %..m
, ii i SASED ON W el'3 M * * ' 'f* m a ei-*. DRAWING NO. FE-55 5 i COMPUTER CHK'D. BY APP'D. BY DATE C-? L 19 A.1
\ q g, .
s,.rt s.mi.
. p A 7. wens Pe m 4cqr.e-T L.Pwit
$ P.4aJl ~
COAAR
- 2.
. a K $
% a V
*b
'N -
PUN d . ;; $6 sT
,- en. w N N i N G v . N \k , W.R !
W.P Ai) 19'-MrE . 9
'( A\ t0T 3ld [
T i I I t .; e (@ 19'.1%e -- kb' (%j *, r , 2_t, sa /y
- P ' S 5 c3 4' S El ' 'T' - O N A - /-
*m; m.vs.-...,-- m%.- ..-.w . . , _ . , , _ . . - .- --w,.., . . -..... .. .- . .,m-
4 l
'IRAVEL S NO : 08- FN- MJ - MS 'T PAGE J- 0F 7.
STRUCTURAL ASS &9LY VGIFICATICM CARD I i PIECE MARK NO. AN0/0R HEAT /MIC NO. QC VERIFICATICN e f
- I t
1 I I 4i
') a I
e
.I -
l ti
. *e .k 4. )
l
+ ?
11 l l o , : l i
,I l
1 i l u fl I e .e e__- em m ( ._..._
! .<::xs AUCTICM CP G &*TC # T U S G E -H SC N.Vb g h h 2- bHE "
'bY b b""
@EMPl/FIF#co i m =rai muorwr I M 4 W M % 9 T J W4 =ev e
@W"*# h M / 3 ENTA4 9 EL. 858'-6" b" 02 ag q-3y /lA ! // 6 R M M CATE #'EI~ & CE7* CIVTl l RT/rgwcgy W M / Q ATT,' YM#*' l am i ggyggw 6'- DM"' QATE *M l
v.k - w sa l es e em. .@. j N " ... . '.~ 4 . > < ' ~ .'. . ./,, .- e::m-. gva. ni
- Uf. W rh - .. . m .
g _gg . - - - - - - - . . .. : . .. . I 1 QC QC VERIFY ASSEMBLY MARK NUMBERS PER APPLICABLE VENDOR DRAWINGS, (V) AND BOLTS PER APPLICABLE MR's. DOCUMENT ON STRUCTURAL ASSEMBLY VERIFICATION CARD. QC INSPECT PER QI-QP-ll .14-1 REV. . 2 FE FIELD ENGINEER VERIFY LOCATION PER APPLICABLE DESIGN DRAWINGS. FG-5553 {'
,3 QC VERIFY BOLT LENGTH BY UT INSPECTION PER QI-QP-11.18-3 REY. .
l 4 MW VERIFY SNUG-TIGHT CONDITION OF 2-1/2" DIAMETER BOLTS PER CCP-22 QC AND QI-QP-ll.14-1 REV. . (V)* 5 QC VERIFY COMPLETION OF TRAVELER. (V)
REFERENCE:
NCR NO. M-84-100384 (M [ i i '
' M NOT: /.
l
) id e 419 s, ., se used u, rari/ud.'- of epJ A 3.bSQUENCEOFOPERATIONSMAYVARYTOSUITFIELDPRIOr~ .0, T M bl? Orawh,7 . Afl0 Sbe-l 77- M 7- f/
77-667-30 3 Au W( .pS A l J i I k e l l 7 J 3 Ii l t ___,.__....__....___..._._.._____._,__.-__.__,..__.__..,___.,_m:-__ . _ _,___ - ..._..-
, p .
'TRAVELE NO.: CI- fy- /15 - f 902 NJ._3 0F 2 1
STRUCTURAL ASSDdBLY VGIFICATICM CARD PIECE .wARX NO. AN0/OR HEAT /MIC NO. QC VERIFICATICN I l.- , l
?
I i i l 6 1
. I )
j ) i 1 i e I I l J l 1 I e 3 't k 1; ii y ai I I ,i 1 l - t, i ,: i l l
- l 1:
-t Ili -
= - ... - - .
4
' r r ~; __ ~ ~ ~-...~~ ~--.~.- - n n.. . . .
BROWN & ROOT, INC. necin umino civs m
. sufET NO. I OF l UENT 'T*t) R T NMN W (E M-@~#E FMI EL 868IO' JO8 NO. 35-It9 5
.as;ECT A* NMk MY% d % 9enms b I em p *4- Emr O ye I nknl b,m BASED ON C' t "Id h^ca W Fm"ok% ORAWING NO. FE-5 8:-
APP'D. 8Y DATE 9 - Z f, 19 E COMPUTER CHK'D. SY -
~
gg.a..ess 4" m ess: s w , 6 32' 3 5/e' ~ (m 57 ' 3 YO" SECTiON A-A ..
/ x- ,
\
- i we I
i
%e . .s . e A t /
U t si.a xsw t
! p A .Weis 4 T'Vaf(*f _ (ni M'18MFC :
; xv r. wen .
'(A) l W llt."
p b.W\
'J : i
\ ff
<. m . -
% %n as o 3e 4 0 5 ~
x" comp"4 c 3 M , I . i 7/k . .i 6 t PLAN i
't. R E V T 'si' g r
'I
. I f quesee 4g . Ie & h D'
- l I'* , , , _ p. e ge+=% **'- ** ' . . . . . , _ . . . . . - - - - - - -
~
- - ~
l . e .muc ica cM cos,cn vn:ve a 3.e-4 se DI?RfA.% . e KD"Tff "*. G " ". 3 " " S c " P @ = !.: " 1
@ M C M M R LATERIAL SUPPORT "l @ M . $ M M - W2Y-SUO744 'REV.' 2 hhMENT#3 9 EL. 858'-6" h b it;saac-sv A)/I4 PN.et m CA73 47 2 I- S 4- O gg CIVIL REVfEWC SY CATE AMI MEVIEW # CATT #
~
=*
, ';~ ,
.. A GN ;c CD wt Cerf. . CPTtATTcs
.e 7 w g,w, 23 2 ..
yg g , yQ g - -- - - -- . .. .. . 1 QC QC VERIFY ASSEMBLY MARK NUMBERS PER APPLICABLE VENDOR DRAWINGS (V) AND BOLTS PER APPLICABLE MR's. DOCUMENT ON STRUCTURAL ASSEMBLY VERIFICATION CARD. QC INSPECT PER QI-QP-11.14-1 REY. . 2 FE FIELDENGINEERVERIFYLOCATIONPERAPPLCIABELDESIGNDgl,NGS. 3 QC VERIFY BOLT LENGTH BY UT INSPECTION PER QI-QP-11.18-3 REV. 9 4 MW VERIFY SNUG-TIGHT CONDITION OF 2-1/2" DIAMETER BOLTS PER CCP-22 QC AND QI-QP-ll .14-1 REV. (V) 5 QC VERIFY COMPLETION OF TRAVELER. (V)
REFERENCE:
NCR NO. M-84-100384 ( g NOTE: /. SEQUENCE OF OPERATIONS MAY VARY TO SUIT FIELD PRIORITIE: i N. Aed ek.A. : may ebused m an/l<das J op.A., A4.) Raf. % G.qs.AFCO SleeI 77. c.c 7. pi f p(p, Y 77- G67- 303 y 4 i d i e i
!)
' ~~~':_*l::::L . _ _' L'_ __ __-_ _ J': - - - . . - , ~ . T ~ .* . - -_::- * .-_--__:,-.^.-_._._:'"
~
- L
1 .._ ...... ._ I PAGE 2 0F 2
" TRAVELER NO.: df. fV- MS - f'/02 STRUCTL'RAL A55&eLY VERIFICATICM CARD PIECE MARX NO. AM0/CR H GT/MIC NO. QC VERIFICATICN 1
e I t I
. I 1 l
't
.i s
l I L l )i ' I4 l 1 4 i-u ,
- t t.
l I n. t i i il, i l 4 l i I I I e 1 -. .,._,w.,,,,._.._,_,, ,
'"__.,'y*1 N - =-w-e - --+ +,.
BROWN & ROOT, INC. swammino mv5808 SHEET NO. I OF I CLIENT Tt 1 F TF!vizi4 uf c4~.F4.195'-f5b2 Cv' Q.* t SCE d JOB NO. 3 5-1145 5USJECT k% 9 Etik M
- 4. I'% R nt Reome Ir Camp" 3 C n r ! b -r l a4.,.c3 ( q , ,c SASED ON CI aM M =c.< vaN*N DRAWING No. FE-5552.
COM* UTER CHK'D. 8Y APP'O. 8y DATE 4 -z (, 39 g (ow.st ase:c (M Sse' sis /g
= -
(OT S z'a s/g --+ ( m s a'. s' me- SECTION A-A 4 t W.R I W.C k 4 3. h f. 9 % .was k P.14epper g[ o T L.P%a y/ C P So.it
- Inl19'.713/;=,a -
M 19 '. eh - r, . g e 2 f 4 -2
%..n
- e o N n Ib x
*h a
g g coupa f
@E PLAN 1
1 i RE/.: y-j " o
- - - - - - ~ . . . . _ _ , _ _ , " - - " - ~ ~ - - . . , . , _ _ _ - . . . . - . . . . . , , . , ,,
(.--- _ - ' - - - - ___
F . . . _ -.._ _ _ . . _
)
l l 1 l C omp. E E u r si2s a k t .c sa
//
- 1. 7 lo. 7 1. 'l is C a :
/f
- 1. $ [1 //. $ 2, ? 11. b 7I n s
- 3. 6 1. s n. C ri ). Tic 12. 7 v.C /Y /J. ( Y. 7 / >. ( f Y-S. /i..6 1
s.Cy , iv. 6 ic i v. 7
.L- JS
- 6. ( .LL /G / S. 7 /4 C S /& /S, [ J.S a i1 i3 7.C 17 16. / ic fL 7. 6 ri- . 7 Y. CN* /7.65 1. 6 !! t r. 7 JL JL
! 9. 6 11, / 6. C /t 9.62y tr. 7 i l l
.I n
h
.i i
f
,t 1
it i 1 1
.- l 4
.f
. _ _...-.._. . .,,_ .._.-- - . ~ . - -
~ . . - _ _ . ~ - _l_. _ . . .. - , ~ - - -
~ .-_-.
' ' '~
.OR G \'A _
A: .b::c*I.N" * -
~
?-!A?-4 lav.s::- 9
!::?t.s .*e ? : ast--r*.::: tem 7:{e i* cf .:
1,,s':ez 7 :le: I'7Tod7 u # 8 - , , . .
- No.: / starta; systes so.: Ak2_ Au:nce.:2::,:n No. : O ,l*,/( ef
'.'<ts ssart;::.an (!r.1ude . ent;fiss:*:n of c:=:cas .:s a!!. :st):
Pa ws pre 7- Uppd*2 L A r d;Q /A L. SuADDRTC _. PS-2. ~ji'A v 's
- C&~f4'- / 9 2 TH.c o 195-8 90 2.
. 14 n 8-55 69o 2/ vs/3 nef er,=:e ::m.,s.: si- 0050 ,W S/- O S 4 4 .
*4ers '.acacian (214;.. elevastan, rees. area. e :.): $02/668/d-/,243f'(/
1 4 gen ! r
- tors: (i. e. . :c.t. c:.c. Mc2. e::.) lAlc/284 OC-1?) F!d "T/ o I 1 ::.ma:sd ::.= quiret :: ::sstece wors: '2. OAV6 _,
'sers 1. ques:ed ty: bo 6Neze, k OP .ane TRb:er.s D Eten. N;4:En. 825 9 / 84-s Y "Q. :- / ,,
141.:7 Tags lacuated: TIS o !! t ea. 07-!A.5-!.Aus .=:::2Not
- s No. :
.e - 17A-oJ1 s.earar.ce
'Jors A.ut?.c:::sc ty:f, * / IP Lh cas an Matt .ri su.:. e u,-,dP ',q e s :.:2:. --
1 i All Canst:4=:1:n '
! can, g.,gg;;3 ;, ,::,eg,;4:e t
I
'Jo:s 'le !Les 04: *. e: : . isar:as 21:1..ef.04 8 l 1e:esting Aequ: ed:
4
. Re:es: :ssistes a&4: 4p s.r.; .s. e e t. ;4 & s teauates tatests and t :ss: 04:2 A:;r ves ly 04:48 l .OR/g/fyg
-...-..--*--**F g
* =++.*.g ewe em e , g% , _,g.,,
r f ~ .) cr A tb ' ll-TEXAS UTILITIES GENERATING COMPANY OFFICE MEMOR ANDUM ro M . D . Warner . . _ . Glen Rose. Teu. Sept. 19, 1984 sui.;ui _ Installation Inspections of the Steam Generator Upper Lateral Supports. Ref: G&H 2323-Sl-550 This letter is written to clarify a possible point of confusion concerning the safety class and applicable code classification of the above referenced supports, and to provide a summary of the in-spection documentation produced to date attesting to their instal-lation. Gibbs & Hill drawing 2323-51-550, Rev. 4 provides the steam gen-erator upper lateral support details while drawing 2323-S1-544, Rev. 2 shows the support location and embedment details. The Westing-house drawing # 1457F34, for " Reactor Coolant System Equipment Sup-ports; Steam Generator Upper Lateral Support General Arrangement", shows the above mentioned G&H support as " support by others-typi-cal." Also, the Westinghouse analysis of the primary equipment supports, WCAP-10197, May 1984, Revision 2, Section 2-scope of analysis, clearly excludes the steam generator upper lateral cross compartment beams from their study. Further, NCR M906, (attach-ment 1) written 2-22-78, was dispositioned by issuance of two let-ters, GTM-25792 and TUS-5056 (attachment 2), determining the upper lateral support classification as Non-NF. With this distinction made the subject supports are considered integral to the contain-ment internal structure and are therefore not applicable as to safety class or code class as listed in table 17A-1 of CPSES/FSAR. They are however seismic category I and are constructed to the requirements of the AISC code. The supports were procured from AFCO Steel on purchase order # 35-1195-14915 with fabrication in accordance with Gibbs & Hill specification 2323-SS-17. Upon arrival at CPSES the following receiving inspection reports were written by Brown & Root Quality Control personnel: RIR# 05578, # 05579 and # 05838. Each RIR was supplemented by a " prior to off-loading checklist" and a " check-list for mincellaneous steel" which contained inspection points attributing to the condition of the item upon receipt, material
- marking requirements, conformance to purchasc order and Engineer-j ing specification, and the presence of all required documentation.
The following material received records were also signed by QC , personnel upon receipt of these items: MRR# 58072, # 58073 and
# 60752.
Warehouse material requisitions have been located which show the supports, embed plates, and shims were released to the building (rebar) department for installation in April of 1978, the 2h" diameter bolts necessary for installation were also released at this time to the Millwright department. F01A-85-59 e9
r 3 <2ont. page 2 . This is consistent with the information gained through interviews conducted by myself with some of the craftsmen involved in the installation of these supports. According to the personal account of Jim Parnell, Building Dept. Foreman, the steam generator upper lateral supports, embed plates, shims and several bolts were assembled and lowered into position in each of the compartment.- to the location given on the drawings Sl-550 and SI-544. The assembly was tied in place by cadwelding the surrounding rebar to the "B" series cadweld sleeves on the embed plates. Once cadwelding was complete and all necessary shear ties and supplemental rebar was in place, the location was reverified by Field Engineering. QC Inspectors then verified the embedded steel placement was correct and authorized concrete placement to proceed. Lee Nabours, Mi.il-
, wright Journeyman, recalls being asked to assist in the installation of the remainder of the bolts for these supports. It seems there was some difficulty in installing the bolts due to misalignment of the holes in the shims with the threaded holes in the embed plates. The shim holes were enlarged by grinding away that por-tion of the shim that obstructed the threaded hole. The threaded holes were then cleaned by " chasing" the threads with a tap, com-pressed air was directed into the hole to remove loose debris, "neolube", was then applied to the bolt threads and the bolts :n-stalled to a snug tight condition. Mr. Nabours cannot recall the extent of OC involvement other than their presence.
Concrete pour cards # 101-4832-004 and # 101-7860-009 (attach-ment 3) have been located and each contain OC checklists which verify in part - embedded steel is in detailed location, is i rigidly secured, and safety related bolts and embe d ded metal mapped and documented to required procedure. The ..iscellaneous steel installation checklist in each pour card package further identifies embedded steel items by mark 4, purchase order # anc receiving inspection report 8. ASME Mechanical QC Inspectors originally used a ', relimanary installation and erection checklist" (attachment 4). The check- , list shown is incomplete with regard to installation criteria and does not specifically identify the supports as those required cn i 2323-S1-550. As stated earlier, the term " upper lateral supports" is also used for those items supplied by Westinghouse. The traveler shown (attachment 5) is written to cover the final adjustment of the steam generator upper lateral supports prior to hot functional test. It is not written to be an installation traveler although several of the operations included are pertinent installation activities. Note 3 of the traveler ! cludes 2323-I SI-550 as a reference drawing, operation # 3 loca- the centerline elevation of the bumper on the upper lateral beam, .nd operation
# 13 requires all bolts to be tensioned snug tight. It is not clear at this time whether this snug tight operation includes those bolts necessary to attach the upper lateral cross-compartment beams to their respective embed plates, i
l!
' [f/ #
WAK/ CAD /tt
- P>- A WA W.A. Kattness Quality Engineering N r
[fh
9 >.
, W$
criteria utilized by the reviewer appear in Section 3.8 of
" the FSAR. The pipe whip restraints are non-ASME since they are not attached to the piping. The restraints are treated y#
1 as part of the reactor building internal structure and are Institute of
'$ constructed in accordance with the American Steel Construction (AISC) Standard Practices, as is all other .d h
non-ASME structural steel members (cable steel building frames, tray supports, stairwells, non-ASME structural This is standard
'%.3 equipment supports) in the power block.
industry practice. The whip restraints were f abricated oy
'e the Chicago Bridge and Iron (CB&I) Company. Onsite installa-tion was performed by Brown and Root. Documents examined by 4 the reviewer were as follows:
- Gibbs and Hill Specification 2323-SS-16B, Structural
[ Steel (Category I)
- Gibbs and Hill Drawing numbers 2323-51-0581, 0581-01,
! 0584, and 0585, Reactor Building Internal Structure, Pipe Whip Restraints
- TUGC0 Instruction Number QI-OP-11.14-1, Inspection of Site Fabrication and Installation of Structural and Miscellaneous Steel The reviewer also examined the outstanding (unincorporated) design changes : gainst the above specification and drawings.
There were 29 OCAs against the specification, 12 agai ns*., drawing number 0581-01, 11 drawing number 0581, 3 againstand 11 against drawing 0585. against drawing number 0584, The reviewer examined the document packages maintained in OCC Satellite 306 for the above specification and drawings and verified that they were complete and contained the latest (current) revisions of the drawing and design changes. cp f0 4 / ' I' M / (b) Field Inspection of Whip Restraints 09 .gf g j f c.O ro The reviewer, accompani_ed-by. a OC inspector, examined pipe whip restraint numbersQi-22-and M-25' which are located in [ steam generator compartment numbers 4 and 1, respectively, on j / j/ elevation 900 of the reactor building. Acceptance criteria utilized by the raviewer are those documents listed above.
,g 6
/.} Examination of these and other restraints on the 900 eleva-b / M. / Vd.
[ tien, and discussions with the QC inspector and engineers, disclosed the following problem. design OCA number 14,813; Rev. 2, against drawing number 2323-S1-0581 revises p[/AU / (/,.( [ ' the erection notes for the whip restraints to require installation of Jam nuts (or spoiling of threads) on bolts M ',' 'f ' which have nuts installed hand tight for holes noted on the 0 Discussions with various design engineers and the O adv/ drawings. 4 l F0lA-85-59 93
49 inspector disclosed that there was some confusion as to where
, In addition, the reviewer ot, served several locations where jam nuts had not been
/ M. j r'Atalled the onuse of Jam nuts was required.
M Gb hJ'( m hand 3tght. anchor bolts where nuts had only been installed (M,l-) This item will be turned over to the Comanche Peak Project Director for followup. (; (c) Revi u of Quality Records f/ The reviewer examined quality records cocumenting conttruc-
// p)t ' tion (site erection) and QC inspection of whip restraint numbers M22, M25, and M-37 on elevation 900 of the Unit I gM M,4 (f
reactor building. These records included weld travelers, QC inspection of structural steel bolting, QC inspection of welding, and as-built drawings showing as-built dimensions, The reviewer elevation and location for the restraints.
' noted that inspections.for installation of Jam nuts required per DCA 14813, R2, was not documented in the inspection i packgges. There was no resolution of this item during the review, therefore, this item will be refered to the ComancheThe ; Peak Project Director for followup and resolution.
i reviewer did not examine the CB&I whip restraint fabrication records. (3,) Review of Nonconformance (NCR) 10453 The reviewer examined NCR 10453 which was written to document an disposition a problem which developed during field erection of four moment limiting component supports on the feedwater lines in the Unit 1 Safeguards Building. The supports, which are ASME
- components, are similar to pipe whip restraints. The purpose of ' the supports, which were erected around the feedwater lines, The is to limit movement of the pipes during pipe break accidents.
restraints are constructed from heavy beams and columns which were
' f abricated offsite by CB&I. During field erection of the restraints (which was accomplished by Brown and Root) cracks ! developed in welds which attached small (6 inch by 9 inch) gusset:
l' plates to the columns and beams when the bolts in the beam-column connections were torqued. I t i The reviewer examined the NCR and ciscussed the corrective action with QC inspection personnel. Review of the NCR disclosed that it had been revised five times. Some of these revisions resulted fr'om changes to the corrective action after further evaluation of the problem. Other revisions were as e.g., a result of changes to the to repair all four administrative handling of tae NCR, restraints under one NCR is lieu of writing a separate NCR for
- each restraint. These types of revisions are normal during disposition of NCRs. Review of the NCR and discussions with responsible inspectors disclosed that the problem was resolved by removal of the damaged gusset plates (i.e. , the plates where welds i
j- ~ ~- -, - __
~ - , ~-
- r. .
a
,q <
( ~ w ,e.ce w s.co r -
.I l
Y ,a
' # g.
e" 6 , g
ss ,
c- A l j/ A /<
,X N Z ' f
%, l &CC- * ~ C
%< c.,TO)
~*
lcC-x-039-OOI F435 - 'j g
/
\
5 007 te t % N d 6Y
/ Ys A*: af
%~+., o.
t's/ /
,, s ' ,
s of y
- / q0 Iot N V , ,
NCC x-039 00,3-F<
'9~ /
/
* / CO t 039 OO)-F4%
(-
.9/ 4
) .D .
4N 5~
'N, s
q [CO-i-i d's-Ci 6- F43R j s N "Y . N 'U
\' h"
)N . 's.
s .i g.
"s l lC',l.iZ' - Oli r43 R l
,' / Y I
.i , ;0- 6-i t'. - 013 - > 4 3 R ,,
81 /& CC l-it'd ,;11- = M 4 l M* gc.,T' ' 3 T- ~ .i.i- ,.cil- 7 334 l
't.'
' I 3
N g h, .s d g w
'p (l'lfc);y'i I
, / -&' .
\
ph N, e d' N+. NN n i
'.s ,
\g ,
. C, [-2l - t 2',-c r o . r- 11 R]
j \
. - _ _J
5 .- - . . -, m e us
.4 - . . . ".. E . J .I,;' /.*/_ . h i gn e-k. JE *4 b 3 da j .bdiMkahaY-S I*"h_'
u s, ,
. . .r .
- e
. .. y' ~.sc
. _ Or fj ,
x
- c ' al . :'.EilLLw 0F MATER!ALid,MrM4Td I. ~ ,__
J ', = = :- m ,- - -,
=: = ,,'
p -- t. - .. ., , a -. g M g%n ,y ,,n q ty 3' # f r{ .. j- *-. ,., ;.
? ' -
. '? M*2 ,
e i
% . ./
- s.- - .
. .. r 4 .m
./ -
'a h S :
3
.._ .o. ., !?'.N .
*: A g g exx,-rual s e g: - . u_ M_wJ
-. su. n mg - .
FQCC *-039-005449 l g
; g ?.'?
.E N
N N .
-- '.Tir MM@A
->diL @ ih b.L'=
e-w--- -
. . . .. .i s
^ 4-
/x N .:.)5 . - .W^_i
,. ,. y
. s. 27,2, N -t**
Nih'.y , h,.w
' We ay
, lCC x-039-CC7-f43R l
. m.~. .A
_ e;,.J. . y i . s.42 3 -. .g .= , - sr.m . acc. p. y,
- 5. g; $
g'I a. .o At 3 . . s ii.. v -..c l gi , W. . , . .. . ,,
, m_ . .. .
e .. . r. . t s ,
< . %v a .y J
- n i TI *
- 4. %,. et
- m a h. .
APERTURE ,, ,
.f..;. .4 .y-n,.s CARD "'
, l ,
4t h REe
.. a
.w
'e ea......
Im
. r "ro Available On p... .I...
g. 0 Yb
.a..-..
] @Ykh .
% O 00'- 00 'S'b -03 taxas ut;urits Stevicts iNc.
N!M
". D ElIEEEEE g.3 q c g d V0 D stew nose. Texas
- c.
- s e s. 35-11e5 ! e =-4;t J. .i ..m. 2.l Brown 8 Root,16c.. 1 f A.fr 3
- m. '
, ) . .. .. m . . . o. .oco.,
, :e HOUSTCN, TEXAS ,
.n-k M 8' 5 m . . . . , . . . .
-:.. . @) CCMFC//EUT CQOUUG .
"T C7 ........
W,47Ef'
._..--- ?!
ed$f
, .e .}
1 , O tiu &PM CC/fBCa2 * \n.0 @. =.W ~. , n .. ._ . t _-- _W ____."W _q_-,f%h ! ! ) l
.,. .;. MHL CC / S8 0/5 w.m <- -
. .,3. ,: .y, . -~.; .. 9.
.. ,. ,. . - - l
. - o
, . . . ;. )
l
/
rd.: s f. i '. ' - .
, ,-- Q -
1,1g i A 3 1, .
/
/
\,s. . j
-/ 3 's
_ 2'- O h' _ (CC-t-Vo7-CO3-543R;N , i 1 4
, 9 ,-
lCC-t-tr 7-004-543R
. C -
. [CC-i- t',7-00 2-541 @ =
gy ,
,Tcx lCC-t-145-001-5435 l _
,g3 Nr (f8' CC t-m-0M 545 5 '
/
N N #
,/,
./
g #./ \ ee-,- n. -, a - s e <
/
@/ v% \ cc.i-i4s. m e- w ei r
Q i
# /<x- :.,- .s. : c,. s ssi 9
<- :.-n as-w ,-s mi 3 f '
p/a. h/\ M ce..., s. ~ n ,s er ,
/ .+ ; ~
# ,.e f [: h cc.i-t e m e. w iflf"# 3
's i>
.ri s--
- t- #* V I' y{p.'ed i
7 Mf xt p$lgs', d-N,.t
~
/ +' fcd
, 4
~N 9 4 l
I,
l a t. ' : ~.e > %2:ri.:.z . my :v.2L.c: ;,rc ;..;t h / Lre.Q Ri
. \
. .;. Am
. D . ..
l l .. BILL. 0F MATERIAL. . ;.. ,.,i 43Y3W$rd $ I l M = = en-c,. ,:[ ,,::' [Yl4!Pl!NS,
. t.e ei. $c p
.,p; - - - -
.s f,,k 2.: :3yh .%.f .:.
C N . - q.* 3 l, .. W y L .,. ,'f[q
.. ,. . kM.. 6h, t~4 -
t M e M GUi* 1
< 2:: side y 1
El - z -
-m.7.nsqv y
. APERTURE ' -V $$P. ?;q j
C.UtD - MJM...
-: e.
- m. r.8a .s- I 5:
~
x>e. s 1.s. 9<cm - :- .'. 4' < so Available On ^~CAC 9
^by.?.
hperture Card ! ke. G W",7
- .u p p,. .
l i
- v=w v.Mc.mc: d s
k.t i pcc-i-14-coc s. n! - ~- M y$
;-T:rgm.
I
- c:9hrn
-ae.cwdr -
pj
.., aW.Qs' :
a< . Sin.!&&
. . .n. -A C.~ o
.. . .4......~: . l@1 ;
- c. . :. .r.c, ,_ .- .- -
.: ;4 O
~
{ h iss a n rea ,m m a n u. m ; J CC. g. r ' "h*; I Mg i, A .a - w.r n. -v oss l c; - < - s < i .~ C". - i - l'.'.p . o n S 5 4 5 %, '
-~, . ,.c, y , q
. 4 3 1 .- ,,
v ., .. n I -
. h.
wr. i I i i
- - e ..,
' "' $ i 4 -t I . C. .,* 3 (
E [1 ! ; ! l *@ f.4 '.b h l
} l l } j l . 8 1
.- :;,gea"$
t. I'.,, n . ..... y-
~]
lm.1. . . . x
- 8. ,3 w!= ree.g i 8
%1
', '(
(BEST COPY #NM ,:.. ..Q.{9 . m
"~
I tex AS UTIL:T:ES SERVICES INC. , h c.e s e s 3 s. tis s cLEN nose. Texas : _ar.,..
.e.>'sb*f... .
- ~m \ -
Brown & Root, Inc. . 2. P.% x
)
.. p
}y p t=@=rt.S a=3 ccust.vcTees s.
r j HOUSTCN, TEXAS - ... r ya
.s; i
.. / ......... .- q
. >f COMR?i/EHT CCOL/.UG . ... ,.. -- Qk .
Y . WATEP
~'
\\
. ~. '.. N 'J.h ;
m me( %
.e.e e -?
. i 1 * ' Q ., lr...}J/
l la..2242 CCMBOS ': ' l...O i 8 bolo 0400S% o .. r.N ~
h Tusco(2) spac PA G 1 CF i 3f CCNANGE PEAK SIE.41 ELEC'I~AIC STATICN ; DESIGN GANG AUIHCRIZATICN DCA NO. 18,853 Rev. 2 l (WILL) fdluX.WII BE INCCRPCRATED IN DESIGN DOCLNENT l
- 1. 5Ar:1( RELATED DOCDENT: XX YES NO
- 2. CRIGINATCR: CPPE XX CRIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /E%1%fICIDENT 2323-55-16B REV. - s B. DETAILS THIS REVISION VOIDS AND SUPERSEDES OCA 18,853 REV. 1. The following shall be added to the end of Section 6.6: "However, the following deviations to the AISC Specification may be followed: High-strength bolts, 7/8."0 and less, in bearing type connections need not be pretensioned to full AISC requirements, unless otherwise specified on engineering documents. They shall be l . tightened, as a minimum snug tight. High-strength bolts, 1"O and larger, in f /g L'- bearing type connections need not be pretensioned to full AISC recuirements, unless l
. otherwise specified on engineering documents. They shall be tign*.>ned, as a minimum, l
't snug tight. The threads shall be spoiled, a double or jam nut installed snug tight, i j or epoxy topcoat applied per 2323-AS-30/2323-AS-31. These provisions are to prevent accidental loosening of the connection and are to insure that the parts of the joint are brought into good contact with each other." I ('s R R': L Mff f i.
- 4. SUPPORTING DCCI.NENTATICN:
SE GTT-10352: GTT-10433 CF#A-3920 3 '\1l _Mb i'- AM< %5*c 'l stetbu u h
, gg gv AUG 1419M
- 3. APPPCVAL SIGNA :
00Ct_1 MENT CONTk@8# . , A. ORIGINATORhl. ei.f.If DATE -
~'T
- 3. CESIGN REPRESEN B L m/rN DA'E IU N
.s
- DAT:
C. DESIGN RE/IEW PRICR TO ISSE: _ r= 1 D' Gi\
- 6. STANDAK) DISTRIBUTION: Civil Eng h r Design Retie M I e y l-Q -d d
~
U l I c, n $_ C Q 5 9 l'l o .m.
. - =EhG . -c _ING ., m , ,
t
~ . . - _ , _
(
M m 2.w .m _z m .n wa=i= ==: e = ~=
~
. a. . . . - . , . . ~ . a . . , . . .g.,.: 4. .,.
'. .* . ~;_ ,
..:. m. y.~ ,. . . x'p. .. ,. .m . .w.
*5 *.*.:eM*Y-T'f ;(* *?*,. %
- G -+
. .. : * .7, a . : F, , , .
w s.t* ,; 1
%pp,y'.y .s 4.;
.i,ev-.p 4 .:y.,gl. ,:..z, y a , 3 L. ~. _ .: ,.
'a.
s : :;;-q.; '
.;z. y .g.q p: ._: ;q m. .. - h: .
7 ' m .m . - ~.>.e ~ n ;? %.. . ,3. ., ..s :. L, :=<. y c., . y ., J.; , . . ,,,. ,_.
~ m , ... -- .
- n. . p. . . 7.; o. .
- s. . e
..~ .
'
- ffh ~ _
^ y.*Q::f a.,=
y.,[. k.A s. . .rf.,*. ~ \. ;' .' /, ~ -
~ . 7. y - - . m -
s ~ a :. . ,. .
/, 08/27/84- .
; ATTACHMENT;I~
,O -
~ . -
. PAGE.
1
. nn. u e. - . =--m.
4 9 OPEN DESIGN CHANGE LOG
* * - - - - , - e n - . , u , . ,. ...m.m,-- ,,-,n.,,.
n.. m. um m.m.o m. un,m . u. . mm. I . W. 7 ", ./
~
,', , <DHGJ.2323-S.0762' .': ".
- 4.SHEETi. .<;* ' ;REVf 2 , .
90
.,, NUMBER REV STATUS NUMBER REV STATUS . NUMBER REV STATUS i _ ______ ___ ____ .n ==-__ - - -
- ln m. .
mM
, ". DCAR . . 01967' 00 b. . .~ s . :.A W. ' e-c . . . ~ 3.. e -
o u,,W,e W M M W -9 d d e MWi,t&-.. e, @.cg,.. m, e . . % M. w ..e..~ m M -@ mom _mSJ,.?'e. is . DcA H h.003220 w u s. n u s ,_,m vvw ev m vvA
. , .-v : 000M.@-~.~?s@.
.$..>w ,, ,
N,.y#.'_o f ,.
~ ~a.++.
a_ ~ s --~
"C*
- DCA 008656 000' .
f . DCA 'y.011648 010 7 .. r..a
.' K , %,* %.
4 -J. V,*a..)J , ., 0s $;q,^^Q,j,s;
'./. ~b, . .. .
,. j.w.,<;p w.
.M .
I.Os'$
- h .tf4 Y C h**yi. ? ;e y4W4g fM w y
%.q,*n V yc?dw,j'* QO p,,M,y **^*G-PM# W '[f*'
is , G :f. L .'"6d*. g Qw f % v.m G .s p;r Q*,1 % (a3-1 ",p" +* T. ,c.;*E ** w
^?'.%
.C 9. * .4*
?c*p.'jufgr. r A. ; %s . .. ^
- J. M4- yM ya * '
*W a, l- .i;3%*, _ "
,,q}'~.4..xN:,. .4W ;.'
m: m i
"N, .M,',' W-
- n. e . ,
; ac -
~
1:6 vT.':yp* . ~f.: 'p.. +.P.RE. P. ARED.7.BY.C~
.e -5. .c :a ;=2;Gb .
~ . .
N' , s . ,
- 4 s .
u .
,1 ?. ?
*** * , , - . .~ N 99 * -
p _. ., . n
.- , n[. & . 0 ** sue' **e._l - , l,%
v.. ,*
- lf'& Q .q* *,; = % s3 p;e:."'.1.*,
.' .., , ~ ot j%q . . -p i<*.y c s ^ :? '. .t ?-
APPROVED B ., .
-- _7_,
, - s. . -. .
30
,fg " Q. . .v N k[/ j;h . ehNhh, bM k,[, ,
) ft *N( 1 h yy# p:h M [. fh u@&C.'<U;@&q T" ~.2, L%'%i'j.Q% a** d. C'E M W ' G L & g'V'h"yC%
I n I
! ?fTMMNA'N;r.Y'"y,3% .5- 6. JMSTff8tMTik.7 :. s 'M5$iMG_99: moi %
- :w m.w t= . s .;.m. n .;r .n ..: c. ~ . : . .y w +:
6
" . . .,y . . .c
. :.c: -a.7w .?7: 4t.se .gr .. ;%.%. n. 4.m . wl y...,3 a ,:. - e_, s .. 3-t
..~ . ; :.c%:
- p q:.'M.f.Q *..a '
g H.'.,; . : N.. M .gc Q n. . . . . 4 3 MWV U.WT3GQi ,tt* w '!4 %' M p" S K..,. W W J M et W M 2 >WMQ@W6AW
= -
ant # mpt p *- . M;.2 y** y q l M@ W. W : m 2
"('q.:
; y .',My ww @.r: d. . dim 'h A":. yq;p,y;py..F
<Q;t ;Oy cq?
,L,ry;w p.yg ;..y 'cq;p.f>
,f:,n e ~4_ 4 w@&+ .: 'a% M m ~;;w 4 %R$3,Mungg@/mc Qy.y%%% '
pec : .%,N Q.M.ph% Sp v%.y& M
= - -
v : . . ..
-, ..y,g ,., . 2- T 7o . sg.e,,...6 .;.- . . .. s..:., .,.u../
j
. *. ..*s.
~ti.',<f. . ..
- a. # . . -
,g., :.
.^ +
) z 31 i _ % *^ R'-
,' ~'..,;. 4 .w b 4. (. [,fa ,.*V.
^
+
- f..k.l l*,f f'
% s sq/*;f.W.f ,?.-,s <y .I % a f f % sj .? * , < l4, , ,kV *^ , ,W5
?
$s -
ms.,
.g.7 .GQf%gp' 5
. s,{.m A%A*c y .
.s,,
' 7 V'd'*;'.M 3 h.'T
, .3 m
) g
. n j";;
- W y fi.l',j J L Wg WQMWQ 12.,b9*4M
.sg (e#,4qFp We',*%i ,M,.Q. . , -.%
h*?.M. m* @Mg;M. U.Q'(W@fM:/j;h,*pp $fG:.p yWN @%j SQWE4M; * ,,J t l
* % .a L .. ., 4 ,
~ , . .- - ., , ,
j
) * . S
~
. " -. q . ,
..,m ,ml
,& .w. ~N me~ u,,"
"' ., S +*~ ,
,, . . . ~~+ e r , m . .-
s'. *.r. s Q . .,d, 0* * . e ; .- . , F
%. 7%1 -e i i ...l.'_ % .. _.- m , , t 5 .
*~ *
=E , + d ,\;+ ' .s) !
.' - a .. .q m .m/g , -
.',,, i y
~, ~. \ z:
,. " ,' d,
. t
- w
; w ,
a e, + - .y . l i . et g
. .: - - 2 ,
.%w p A
, ]
') =
; si H.
F0lA-35_q [ E 'e ,1# '3 * ^ ' "
.yQ i M- ,
4 t
.->s.
>6 s A . sE y a I.4 #F-' g.;*', [ 1, >, -F
.1.# , . 47
.a, ."e. ,*'.', "..
,& , , .* 4e . .- .
j [. h 7 ? V 4
* .- , , ,-g , y * .{ y,- , ! ,en ' ,g .
a
- i. , * .
".g,N ] +
, - , . 1
_ _ ~ ~ _ _ _ _ , , , _ , _ _ , , j _ . _ - . .~- =- -}}